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BEGINNING
OF
PROJECT
CRO 953
CHIMACUM ROAD IMPROVEMENT
M.P. 0.08 TO M.P. 0.38
1991~1997
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COIJNTY ROAD PROJECT CR0953
CH I MACUH ROAD
CONSIJL TANT IIORK SCOPE
COST ESTlMhTE IICRKSHEET FOR CONSTRUCTION ENGINEERING
Prafes i ona l Senior SenIor
TASKS Project Project L.nd Engineerl Surveyorsl surveyors Graphics Cleri cal Estimated
Manager Engineer Surveyor Tech. Tech. Tech. Cost
......----....-.. ....-_............. -...............- .....--......--. .........--....... ..................... ............_--.. ..................... ..........---..-..
LA80R REQUIREMENTS 535.00 $25.00 525.00 520.00 518.00 515.50 515.50 511.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
=============1::::====================:========:======= :zecca:::::: =========== =======1:=== ====cr.:===== ----------- ======c==== c========== ----------- ===========
----------- -----------
TASK 5 CONSTRUCTION SURVEY
.................. ...............................................................--........ ..................... ............--..... ...................- .....-_......--- ----------- -..----....-.... ---........---- ..-......-...... ....-..--....--
CENTERLINE CONTROL: ~Ci.lon-per-dc>yo
Ch imaclJm Road 1850' .. 0.00 0.00 ;1.0.00 0.00 So.OO 80.00 0.00 0.00 0.00 .
Old Hadlock Road 549' . ,~, .,:.1" . 0.00 0.00 .50.00 0.00 ;30.00 ,;lo.oo 0.00 0.00 0.00 .
New Old Hadlock Road 127' 0.00 0.00 . '0.00 0.00 \,so.oo 1.::;0.00 0.00 0.00 0.00 .
limn Street 100' " 0.00 0.00 .!O:OO 0.00 I 0.00 10.00 0.00 0.00 0.00 .
Blnr.cht' Avenue 75' 0.00 0.00 .5'0.00 0.00 10.00 , 0.00 0.00 0.00 0.00 "
Horrf ssey Avenue lOa' 0.00 0.00 .!SO.OO 0.00 \ 0.00 10.00 0.00 0.00 0.00 ~
Church Lane 100'. 0.00 0,00 .,:>0.00 0.00 10.00 10.00 0.00 0.00 0.00 *
'. ,~, '
CALCULATIONS MD NOT~ REDUCT IONS 0.00 0.00 il-O.OO 0.00 1$0.00 10.00 0.00 0.00 0.00
....--.......-....-.-.....-.--....---.......--.------..-......--- ..----...---- ..--..----...... --.-..---..-- ..---.........-.. ....-..---.....- ..--.............. .................- --............-- ......-.........-
SETTING BENCH HARKS AND 0.00 0,00 I 0.00 0.00 2,0.00 7.0.00 0.00 0.00 0.00 .
REFERENCING MONUI~ENT LOCATION:
Old Hadlock Road, P.I. HO+51 0.00 0.00 .2'U.OO 0.00 .10.00 .\0.00 0.00 0.00 0.00 .
Old Hadlook Road, (Anglo Point) H2+12.44 0.00 0.00 '~^~O.OO 0.00 .10.00 ,) 0.00 0.00 0.00 0.00 .
Old Hadlock Road, P.I. HO+98,61 . H3+78.33 0.00 0,00 , ~CO.OO 0.00 '10.00 .\ 0.00 0.00 0.00 0.00 .
Ch I mtIcun Rood, P. I. C3+43 .69 0.00 0.00 ..SO.OO 0.00 10.00 . \0.00 0.00 0.00 0.00 .
Chtmacl.lT1 Road, (An~1e pOlnt~ C4+88.6" 0.00 0.00 .,';0.00 0.00 , 0.00 .10.00 0.00 0.00 0.00 .
Chfmacum Road, P. I. tli'+'6~: 7 0.00 0.00 /1 CO.OO 0.00 /0.00 10.00 0.00 0.00 0.00 .
Chlmacun Road, P.I. C15"09.01 0.00 0,00 .:(.'0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
Chfmacun Rood, P.I. C17+/.2.10 0.00 0.00 ,1 :,b.DO . 0.00 10.00 '0.00 0.00 0.00 0.00 .
Ch lmacurn ROhd, P.I. C18+10.00 0.00 0,00 ,t.:1'O.O~/ 0.00 10.00 ./0.00 0.00 0.00 0.00 .
CALCULATIONS AND HOTE REDUCT IONS 0.00 0.00 I 0.00 0.00 1.:>0.00 0.00 0.00 0.00 0.00
..--.---..--................-.-............................-................ ....................- .................... .................. -.........--..... ............-....... ...............- .................. ...-..........-.... ..---..............
STAKING CLEARIHG LIMITS/CONST. P~~I~IT/DRA/N ~^S'~. -
Chtmacum Rood 1850' 0.00 0,00 20.00 z 0.00 j:;.o.OO :;'0.00 0.00 0.00 0'.00 .
Old Hedlook Road 549' 0.00 0.00 ,$0.00 I 0.00 ,,"0.00 :to. 00 0.00 0.00 0.00 .
No" Old Hedlock Road 127' 0.00 0.00 .';0.00 10.00 10.00 \0.00 0.00 0.00 0.00 .
Lawn Strno\: 100' 0.00 0.00 ,'50.00 10.00 .$0.00 .0:;0.00 0.00 0.011 0.00 .
Blanche . Avonuo 75' 0.00 0,00 . ~;O.OO \ 0.00 .EO.OO .~.OO 0.00 0.00 0.00 .
Horrfsney Avftnua 100' 0.00 0.00 , ;~O.OO 10.00 .~O.OO .6'0.00 0.00 0.00 0.00 .
Church Lan. 100' 0.00 0.00 ,~;O.OO 10.00 .!i'O.OO .~O.OO 0.00 0.00 0.00 .
CALCULATIONS AND NOIE REDUCT/OMS 0.00 20.00 10.00 0.00 10.00 10.00 0.00 0.00 0.00
..-............................................................................... ................. ...................-.. ..................... ................. ............... ..................... ... ~ ......... '................ .................
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.IEFFERSON COUNTY ENGINEERS ESTIMATE
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COUNTY ROAD PROJECT CR0953
CHlMACUM ROAD
CONSULTANT \IOll( SCOPE
COST ESTIMATE lIOf!KSHEET FOR COllSTRUCTlON ENGINEERING
ProTesional Senfor senior
; Project Proj ect Lend Engineer/ Surveyorsl Surv~ors Graphics Clerical Estimated
Manager Engineer Surveyor Ter-h. Ter-h. Tech. Cost
-..--------.. ......--.........-.. ----.... ----- ..................... --...........---- ....----........- ...................... ....--.............. -----..-..---
I REHENTS ~35.00 $25.. 00 $25.00 $20.00 518.00 $15.50 $15.50 511.50 HWRS
Per Hour Per Hour Per Hour pcr Hour Per Hour Per Hour Per Hour Per Hour
~=====::=::=============:z= =========== ===:::;======= =========== =========== =========== =========== =========== ==========11: ======p. _=0;=
:V
....................-....-....----.. ....--.............. ............--....- --_.............- -..--............ .................-- ........--........ ..................-.. ...._-............. ....-................
""product,\oT>'per-dey- '80.00 80.00
1850' 0.00 0.00 :10.00 0.00 0.00 0.00 0.00
549' ,..".1" 0.00 0.00 .50.00 0.00 :3 0.00 30.00 0.00 0.00 0.00
127' 0.00 0.00 ,fO.OO 0.00 I.SO.OO 1.50.00 0.00 0.00 0.00
100' 0.00 0.00 ..5"0;00 0.00 I 0.00 10.00 0.00 0.00 0.00
75' 0.00 0.00 ..5'0.00 0.00 10.00 10.00 0.00 0.00 0.00 '.
100' 0.00 0.00 050.00 0.00 \ 0.00 10.00 0.00 0.00 0.00
100' 0.00 0.00 SO.OO 0.00 10.00 10.00 0.00 0.00 0.00
TIONS 0.00 0.00 ZoO.OO 0.00 ,~.OO 10.00 0.00 0.00 0.00
...................................... ................. ................... ................... ................. .........."'..... .................. ................... .................- ..................
0.00 0.00 I 0.00 0.00 2.0.00 ?O.OO 0.00 0.00 0.00 .
ON: .~ ~ 0.00
HO+51 0.00 0.00 0.00 10.00 ,\, 0.00 0.00 0.00 0.00 .
lo Potllt) H2+12.44 0.00 0.00 '-dO.OO 0.00 10.00 ,10.00 0.00 0.00 0.00 .
HO+98.61 . H3+70.33 0.00 0,00 ,;tCO.OO 0.00 '10.00 .\ 0.00 0.00 0.00 0.00 .
C3+1,3.69 0.00 0.00 .2&0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
J:et:~:~2~~7 C4+SS.69 0.00 0.00 1:1.(,0.00 0.00 10.00 .\ 0.00 0.00 0.00 0.00 ..
0.00 0.00 ,~"5"O.OO 0.00 . /0.00 .0.00 0.00 0.00 0.00 ..
C15+09.81 0.00 0.00 ,;'bO.OO 0.00 10.00 .0.00 0.00 0.00 0.00 ..
C17+I,2.10 0.00 0.00 ,1.1l.00 . 0.00 10.00 '0.00 0.00 0.00 0.00 ..
C18+10.00 0.00 0.00 .1.(0.001 0.00 10.00 10.00 0.00 0.00 0.00 .
liONS 0.00 0.00 .1 0.00 0.00 I.S-O.OO 0,00 0.00 0.00 0.00
................................ ................ .................. .............. ................... ................ ......-........... ................... ................... .................
5T. PERMIT/ORAIN EASr~. ,l! 0.00 -S,O.OO 11'0.00
1850' 0.00 0.00 , 0.00 0.00 0.00 0.00 ..
549' 0.00 0.00 ,$0.00 1 0.00 ? 0.00 :1.0.00 0.00 0.00 0.00 ..
127' 0.00 0.00 ,"-0.00 , 0.00 10.00 10.00 0.00 0.00 0.00 ..
100' 0.00 0.00 ,~ 0.00 10.00 .50.00 .50.00 0.00 0.00 0.00 ..
75' 0.00 0.00 ..10.00 \ 0.00 .EO.oO .0;;0.00 0.00 0.00 0.00 .
100' 0.00 0.00 .~O.OO 10.00 .$0.00 .lfO.oo 0.00 0.00 0.00 ..
100' 0.00 0.00 ,!iO.OO 10.00 .:>'0.00 .~.OO 0.00 0.00 o.no ..
TlONS 0.00 ;? 0.00 10.00 0.00 , 0.00 10.00 0.00 0.00 0.00
.................................... ................ ................... .................... ................... ................. .................. ..................... ................ ....................
JEP'ERRON tWNTY ENGINEERS ESTIMATE
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COONTY ROAD PROJECT C~0953
CH1MACUM ROAD
CONSUL TANT ~K SCOPE
COST ESTIMATE IIORKSHEET FOR COIISTRUCTION ENGINEERING
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ProtesionaL Senior senior
TASKS Project Project Land Engineerl Surveyorsl Surveyors Graphics ClericaL Estimated
Maneger Engineer Surveyor Tech. Tech. Tech. Ccst
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LABOR REQUIREMENTS $35.00 $25.00 S25.00 $20.00 $18.00 $15.50 $15.50 $11.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per HOLlr
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STAKING STORM SEilER. AND LINES OF OFFSET .50.00
Oak Bay Rood "0"1+33 TO 11011 1+91.64 = 60' 0,00 0.00 0.00 10,00 10.00 0.00 0.00 0.00
1 Chimacun Road C3+ 75 to C'13+50 I: 975' 0,00 0.00 .1 0.00 0.00 11.0.00 1/'0.00 0.00 0.00 0.00
Church Lane C17+75.63 TO C21+00 a 325' 0,00 0.00 :fg:gg 0.00 ;0.00 30.00 0.00 0.00 0.00
C3...7S crossing = 28' 0,00 0.00 0.00 , 0.00 10.00 0.00 0.00 0.00
Attachment to Old Hadlock Type 2 = 100' 0,00 0.00 t~O.OO 0.00 1,'lQ.00 \.50.00 0.00 0.00 0.00
C5+28.46 cross I ng . 30' 0.00 0.00 .~O.OO 0.00 I 0.00 \ 0.00 0.00 0.00 0.00
C6+B2.02 crosslno = 30' 0.00 0.00 .!SO.OO 0.00 I 0.00 10.00 0.00 0.00 0.00 .
lawn Street crossing . 60' 0,00 0.00 .'0.00 0.00 I.~.OO I,QJ.OO 0.00 0.00 0.00 .
CO+~8. 94 crass I n9 . 60' 0,00 0.00 .~O.OO 0.00 I 0.00 \ 0.00 0.00 0.00 0.00 .
C10+15.96 crossIng . 40' 0.00 0.00 .!\ 0.00 0.00 I 0.00 10.00 0.00 0.00 0.00 .
Cl1+B2.9B crossing . 40' 0,00 0.00 ... 0.00 0.00 1 0.00 10.00 0.00 0.00 0.00 .
C13+50.00 croaslng . 50' 0.00 0.00 '''0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
South Perk 'no Lot a 1'.0' 0.00 0.00 ,::0.00 0.00 1.:lQ.00 /.SO.OO 0.00 0.00 0.00 .
North Park i ng Lot . 150' 0.00 0.00 ,$0.00 0.00 1.,lO.OO t.~O.OO 0.00 0.00 0.00 .
CALCULAT lOllS AND NOTE REDUCTIONS 0,00 30.00 , 0.00 30.00 2.0.00 ,2.0.00 U.OO 0.00 0.00
~.. _e_...... ...... .... ......oo. __ ....... ..oo.... .............................. _.... ..................... ................... ...................... ......-_oo_--.... ................... ................-... ................. .................. .................-
SLOPE STAKING ,
Chfmacun Rood 1850' 0.00 0.00 0.00 0.00 12. 0.00 1-;1.0.00 0.00 0.00 0.00 .
\ Old Hadlock Road ~49' 0.00 0.00 0.00 0.00 '\ 0.00 '10.00 0.00 0.00 0.00 .
New Old lI.dlock Road 127' 0,00 0.00 0.00 0.00 lO.OO 200.00 0.00 0.00 O.OU .
Lawn Street 100' 0,00 0.00 0.00 0.00 2. 0.00 40.00 0.00 0.00 0.00 .
Bl~nche Avenue 75' 0.00 0.00 0.00 0.00 10.00 , 0.00 0.00 0.00 0.00 .
Morrissey Avenu" 100' 0.00 0.00 0.00 0.00 2.0.00 2..0.00 0.00 0.00 0.00 .
Church Lene 100' 0,00 0.00 0.00 0.00 Zo O. 00 2,0.00 0.00 0.00 0.00 .
CALCULATIONS AND NOTE REOUCTlONS 0.00 2. 0.00 ZoO.OO 1.\ 0.00 , 0.00 10.00 O.lIO 0.00 0.00
..................................................................... ~ ~.... ~............ ........ .... ..~.. ............... ............... .................. ................... ............... ......... ~ .......~ .......... ~......... ...... ~"""".."
CROSS SECT I ONS FOR PAY ITEMS
Chl.IlIc..... Rood 1650' 0.00 0.00 0.00 0.00 IZO.OO ,~O.OO 0.00 0.00 0.00 .
Old Hadlock Road 549' 0.00 0.00 0,00 0.00 '10.00 '10.00 0.00 0.00 0.00 .
New Old Hadlock Rood 127' 0.00 0.00 0.00 0.00 7.0.00 :LO.OO 0.00 0.00 0.00 .
Lawn Stre.t 100' 0.00 0.00 0.00 0.00 :z,0.00 7.0.00 0.00 0.00 0.00 .
B l.rlCh.. Avonua 75' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 *
Morrl.noy Avanll_ 100' 0.110 0.00 0.00 0.00 2.0.00 {t.0.00 0.00 0.00 0.00 .
Church L.ne 100' 0.00 0.00 0.00 I 0.00 2,0.00 'l0.00 0.00 0.00 0.00 .
CALt'ULATllJIIS AND HOTE REDUCTlOIID 0.00 ~'..O.OO u..::.~:~~. ...:(...~;~.. I 0.00 10.00 0.00 0.00 0.00
....... .............................. ~............. ...... ~...... ~ ~........ ................. .................... ................. ................... ................ ............. ...................
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JErFERSOII COUNTY GNGINEERS EITIIlATE
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COUHTY ROAD PROJECT CR0953
CH I MACUM ROAD
CO>JSUL TANT _" SCOPE
COST ESTIMATE \IORKSHEET fOR CONSTRUCTION ENGINEERING
Profesionel Senior Senior
TASKS Project Project Land Engfnaerl Surveyorsl SurveyorG Graphics Clerical Estirr.ated
Manager En9fneer Sur'/eyor T~ch~ Tech. Tech. Cost
-..--------- .._....--..---- .............-..-.. ......--....---- ..--_oo_--...... ..oo................ 00-.._------- ........-............ ..........-----..
BOR REQUI REMENTS $35.00 $25.00 $25.00 $20.00 $18,00 S15.50 $15.50 Sll.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per !lour
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R, AND Ll NES OF OFFSET .50,00
1I0e'1+33 TO 11011 1+91.64 = 60' 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00
C3+75 to C13+50 I: 975' 0.00 0.00 .1 0,00 0.00 11.0.00 I bO.oo 0.00 0.00 0.00
17+75.63 TO C21+00 = 325' 0.00 0.00 .SO,OO 0.00 )0.00 :30.00 0.00 0.00 0.00
9 = 28' 0.00 0.1l0 .SO.OO 0.00 10.00 10.00 0.00 0.00 0.00
Old Hadlock Typa 2 II: 100' 0.00 0.00 ,,s0.00 0.00 I ,'lO.00 1.$0.00 0.00 0.00 0,00
sing c 30' 0.00 0.00 ,50.00 0.00 I 0.00 \ 0.00 0.00 0.00 0,00
sinD = 30' 0.00 0.00 . !l0.00 0,00 \ 0.00 t 0.00 0.00 0.00 0.00 .
rnssfng = 60' 0.00 0.00 .~a.oo 0.00 li5o.00 1;!ll.00 0.00 0.00 0.00 .
sing . 60' 0.00 0.00 ,:l' 0.00 0.00 , 0.00 \ 0.00 0.00 0.00 0.00 .
:;sing c 40' 0.00 0.00 .~O.OO 0.00 I 0.00 , 0.00 0.00 0,00 0.00 .
!>sing c 40' 0.00 0.00 ,~ 0.00 0.00 , 0.00 \ 0.00 0.00 0.00 0.00 .
iS1ng = 50' 0.00 0.00 " 0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
Lot = 140' 0.00 0.00 .~O.OO 0.00 1.,0.00 1.50.00 0.00 0.00 0.00 .
Lot = 150' 0.00 0.00 ,~O.OO 0.00 1.,lO,OO /,SO.OO 0.00 0.00 0.00 .
lTE REOUCT IONS 0.00 .30.co , 0.00 !I: 0.00 2. 0.00 ,2..0.00 0.00 0.00 0.00
,..................................................... ....--.............. ..................... ...................... ......... ...-.-.. .................... ...................,. ................... .......... ....--.... .--.......-......
1050' 0.00 0.00 0.00 0.00 12. 0.00 I :il.'O.OO 0.00 0.00 0.00 .
,ad 549' 0.00 0.00 0.00 0,00 '\ 0.00 "l0.00 0.00 0.00 0.00 .
:k Road 127' 0.00 0.00 0.00 0.00 't 0.00 :e 0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 ? 0.00 ZO.OO 0.00 0.00 0.00 .
, 75/ 0.00 0.00 0.00 0.00 I 0.00 10.00 0,00 0.00 0.00 .
,ua 100' 0.00 0.00 0.00 0,00 ,C.OO 2..0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0,00 ?~O.OO 2,0.00 0.00 0.00 0.00 .
HE REDUCTIONS 0.00 20.00 Z,O.OO lo\ 0.00 I 0,00 10.00 0.00 0.00 0,00
...................................................... ..-................. .................... ................... ..........-......... ................. .................. ................... .................. .............-....
PAY ITEMS
1850/ 0.00 .0.00 0.00 0.00 1:1 0.00 120.00 0.00 0.00 0.00 .
rid 549/ 0.00 0.00 0.00 0.00 oj 0.00 '/0.00 0.00 0.00 0.00 .
k Road 127' 0.00 0.00 0.00 0.00 ';.0.00 'Z 0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 :;to.00 ?,O.OO 0.00 0.00 0.00 .
75' 0.00 0.00 0.00 0.00 10.00 10.00 0,00 0.00 0.00 .
uo 100/ 0.00 0.00 0.00 0.00 2.0.00 I </.0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 0/.0.00 '1.0.00 0.00 0.00 0.00 .
TE REDUCTIONS 0.00 '10,00 ~0.00 ',' 0.00 ..,L?:?? ....!,?:~? 0.00 o,oa 0.00
................................................. .................... ..................... ................... ................... .................... .................. ............
JEFFERSON COUNTY ENOINEERS ESTlN^TS
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* Includes 4 h~s. travel tirooo -::~" A ,t...',(
* Includes 4 hrs. travel time
Includes 4 hrs. travel time
Includes 4 hrs. traveL time
Inclms 4 hrs. trHvel time
Includes 4 hrs. travel time
Includes 4 hrs. travel time
Includes 4 hrs. travel time
Includes 4 hro. travel time
Includes It hrs. travel tfl'l'N!
Includes 4 hrs. travel 'Zime
Includes 4 hrs. travel time
Includes 4 hrs. travel time
Includ.. " hr.. traveL time
Includo. 4 hr.. travel time
Includo. 4 hr.. travel time
Includo. " hr.. travel time
IrlClo.da. " hr.. travel time
Includo. " hr.. travel time
Include. " hr.. trAv,,1 time
Includo. " hra. trav;)l tilllll
Include. " hr.. tra.ol timo
I""ludft. " hra. tra.ol time
IncIUllo. " hr.. trev.l time 0
Include. " hr.. tr.vol tllna
Incluct.. " hr.. tr.vol time
Include. " hr.. tra.ol t1...
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COUNTY ROAD PROJECT CR0953
CHIMACUII RIlAO
COIISUL T ANT WORK SCOPE
COST ESTIMATE WORKSHEET FOR CllIlSTRUCTlON ENGINEERING
TASKS
Profesional Seni or senior
Project Project Lard Enslneerl Sur....eyorlll Surveyors Graphics Clerfcal Estimated
Manseer Engineer Surveyor Tech. Toeh. Tech. Cost
-.....--.-.--... ----------- -----........-.. -..--------- ------.-..... -_..-------- --------..-- .. - ~- - ~ ~ -..... ~.. -... ~ -.. - -..-
$35.00 $25.00 $25.00 $20.00 $18.00 $15.50 $15.50 $11,50 HOURS
Per .Iour Per Hour Per Hou;'" Per Hour Per lIour Per Hour Por Hour Per Hour
LACOR REl.ol:!REMENTS
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PAVEMENT SAIICUT LIMITS
Chimacln Road 1850' 0.00 0.00 0.00 0.00 Bo.oo Bo.oo 0,00 0.00 0.00 .. Includes j
Old Hedlock Roed 549' 0.00 0.00 0.00 0.00 2,,0.00 J. 0.00 0,00 0.00 0.00 . Includes j
Lawn Street 100' 0.00 0.00 0.00 0.00 I 0.00 10.00 0.00 0.00 0.00 . I nct udes j
Blanche Avenue 75' 0.00 0.00 0.00 0.00 I 0.00 10.00 0,00 0.00 0.00 . Includos ,
Hord ssey Avenue 100' 0.00 0.00 0.00 0.00 10.00 , 0.00 0.00 0.00 0.00 * Includes'
Church Lane 100' 0.00 0.00 0.00 0.00 10.00 10.00 0,00 0.00 0.00 '* Includes .I
CALCULATIONS ANO NOTE REOUCT IONS 0.00 ~O.OO ~O.OO "l0.00 1.50.00 1,50.00 0,00 0.00 0.00
.... -. - ~........... -... -... - - - - - - -.. --.. - -- -~.. - -- - -..... -.. -. ..... - ~.. -.. - -- --.--...-..-.. ..---'O-.--.... .-.....--...... ............-.... ..-...------.. -.......--...- ..-.-........- -.....--....-.-
SUBGP.AOE STAKING AND GRAVEL BASE (BLUE TOPS l 160.00 I~o.oo
Chfmacun Roed 1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 * Includes t
Old Hadlock Roed 5/,9' 0.00 0.00 0.00 0.00 80.00 80.00 0,00 0.00 0.00 '* Includes t
New Old Hndlock Road 127' 0.00 0.00 ,0.00 0.00 ,/0.00 '/0.00 0.00 0.00 0.00 * Includes t
Lawn Str~et 100' 0.00 0.00 0.00 0.00 ,"0.00 20.00 0.00 0.00 0.00 * Includes ~
B l anthe Avenue 75' 0.00 0.00 0.00 0.00 2.0.00 1.0.00 0.00 0.00 0.00 . Includes t
Morrfss~y ^v~nue 100' 0.00 0.00 0.00 0.00 ~O.OO t.D.OO 0,00 0.00 0.00 . Includes t
Church Lfme 100' 0.00 0.00 0.00 0.00 1.0.00 :.p.00 0,00 0.00 0.00 .. Inctude-s ~
CALCULATIONS ANO NOTE REDUCTIONS 0.00 2. 0,00 ....?~:~~. ...€.~:~~, .3 0,00 .3 0.00 0,00 0.00 0.00
.....--.............-...............................-...................- ......-.......... ......-.....-.... ................. ..........-...._. .................... ...............- .............
SIOEWALK STAKING 160.00 l~.oo
ChlmacU11 Road 1850' 0.00 0,00 0.00 0.00 0.00 0.00 0.00 . Include. ~
~.w Old Ilodlock'Road 127' 0.00 0.00 0.00 0.00 :2 0.00 .2.0.00 0.00 0.00 0.00 * Includes ~
Lown Street 100' 0.00 0.00 0.00 0.00 1..0.00 .z0.00 0.00 0.00 0.00 . Includee ~
Blanche Avenue 75' 0.00 0.00 0.00 ~g;:. '%,0.00 ~O.OO 0.00 0.00 0.00 · Include. ~
"vuut! ,ao.~ ~ ~=II.oo-. .......'(t;QOr.. -0.00.- .'-0-:00- --o-.~ ~-.o-.Co-- ...t""tudes~
Church Lane 100' 0.00 0.00 0.00 0.00 ~O.OO LQ.OO 0.00 0.00 0.00 .. J~lclude. ~
CALCULATIONS AND NOTE REDUCTIONS 0.00 20.00 Zo.oo 30.00 2.0.00 '2.0.00 0.00 0.00 0.00
.. ................................................... ......-.... ................ ......... ..... ............... ................. ............. ,...4;;:;;0' ................ .........'.... .............
DRIVEIIAV STAKING 0.00 , 0.00 , 0.00 1-0.00 '1.0.00 0.00 0.00 0.00 . Include. ~
CALCULATIONS AHD NOTE REDUCTIONS
....................................................................-.... ................ ................. .-........... .................. ............. .....-...... .............. ................ ..............
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JEFFERSON COIJNTV ENGINEER' !IT IMATf.
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CClJNTY ROAD PROJECT CR0953
CH1MACUM ROAD
CONSULT AHT IIORK SCOPE
COST ESTIMATE IIORKSHEET FOR CONSTRUCTION E~GINEERING
Profesionel Senior Senior
(S Project Project Land Englneerl surveyors I Surveyors GraphIc. Clerfcal Eat I mated
MSMger Engineer Surveyor Tech. Tt'ch. Tech. Cost
.....-...----- .................. ......._.._w.._ --.....-......... ......-.-......_- ... ......... ...~. ....-..--..--... . ~................. .. --.............
JI REHENTS 535.00 525 .00 525.00 520.00 S18.00 515.50 $15.50 $11.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
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1850' 0.00 0.00 0.00 0.00 80.00 eo.OO 0.00 0.00 0.00 .
549' 0.00 0.00 0.00 0.00 2,0.00 2. 0.00 0.00 0.00 0,00 .
100' 0.00 0.00 0.00 0.00 I 0.00 10.00 0.00 0.00 0.00 .
75' 0.00 0.00 0.00 0.00 I 0.00 10.00 I 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 10.00 , 0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
ICT IONS 0.00 ao.OO 2. 0.00 ~ 0.00 1.50.00 I.SO.OO 0.00 0.00 0.00
~.... ..... -....--.. ............ ..-..... ................... ........--......... ........-......... ..'............... ................... .................... ..................... ................... ....................
L BASE (BLUE TOPS) 11.0.00 11C.0.00
1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
549' 0.00 0.00 0.00 0.00 So.oo 80.00 0.00 0.00 0.00 .
127' 0.00 0.00 0.00 0.00 '{O.OO '/0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 1.0,00 20.00 0.00 0,00 0.00 .
75' 0.00 0.00 0.00 0.00 2.D.OO *,0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 2-0.~0 tJl.oo 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 0.00 :..0.00 t.P.oo 0.00 0.00 0.00 .
CTI ONS 0.00 ..,?-.~:~~, ...,?~:~~. ...~~:~~. 30.00 .3 0.00 0.00 0.00 0.00
..................................... ................ .......-........... ............. .............. ..................... .................
1050' 0.00 0.00 0.00 0.00 J~O.OO t~.OO 0.00 0.00 0.00 .
127' 0.00 0.00 0.00 0.00 ",0.00 :1.0.00 0.00 0.00 0.00 .
100' 0.00 0.00 0.00 ..~ ~.OO ZO.OO 0.00 0.00 0.00 ·
75' 0.00 ~?O 0.00 0.00 ~O.OO .e:O.OO 0.00 0;:" -"~~ ~
'--1411"- -'"'v ' llll: ...., -0.04\- iIIIlflH'C"WUIOw ~()t,oo--. __G.ao. -trrO&- i--.-o-
100' 0.00 0.00 0.00 0.00 :!:oO.OO LQ,OO 0.00 0.00 0,00 ·
CT IONS 0.00 20.00 7..0.00 ,...~~:~~, ,...~~:~~. "%.0.00 0.00 0.00 0.00
.................................. ........ ....... .................. ............... ...,i.jO:OO' ............... ............... ................
0.00 10.00 10.00 ~O.OO \I 0.00 0.00 0.00 0.00 ·
CTIONS
....................... .............. ................... .................... ................. ................... .................. ............... .................. ................... ..-...............
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Includes 4 hrs. travel time
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Includes 4 hrs. travel thoo
Includes 4 hrs. travel time
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Includes 4 hr.. travel timo
Include. 4 hr.. travel tfmo
Includes 4 hrs. travel time
Include. , hrs. travel time
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Includa. , hr.. traval tfme
Include. 4 hr.. travel tlmo
Include. 4 hr.. travel tlmo
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Include. 4 hr.. tra'/el tIme
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JEPFEAGOIl COU~TY f.NOIN!EAS ESTIMATE
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Chirnacun Road
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New Old Hadlock Ro
Lawn Street
Blanche AVl!nue
Morrissey Avenuo
church Lane
CALCULAlIONS AND NOTE RE
SURFACING STAKIN YELLOII
Ch f IMcun Roed
Old Hodlock Rood
New Old Hedlock Roa
Lawn Street
B l,,"che Avenue
Morrissey Avenue
Church Lane
CALCULATIONS AND NOTE RE
lIiI
PRE LEVEL LIMIT MARKING
Ch ImacLln Road
Old Hadlock Road
He" Old"ttecM-oetc-fteft
Lawn Street
Blanche Avenue
Morrissey Avonue
Church Lane
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COUNTY ROAD PROJECT CR0953
CH IHACiJM ~OAD
CONSULTANT UORK SCOPE
COST ESTIMATE UORKSHEET FOIl CONSIRUCTlON ENGINEERING
l .. ProfesfnMl Senior Seni or
ASKS Project Project land Engine.rl SUI"Vayorsl Surveyors Graphics Clerical Estimated
MaMger Engineer Surveyor Tech.. Tech. Tech. Cost
........-............ ...........-....-.. ....-..............- .....--..--...... --.......----.. ..---.............. ............--..... .....................- ....---............
EQUIREMENTS $35,00 $25.00 $25.00 $20.00 ~18.00 $15.50 $15,50 $11.50 HOURS
Per Hour Per Hour Per HOtJr Pcr Hour Per Nour Per Hour Per .Iour Per Hour
=_=1:; ~===.I:==.==II:l1:a==== U:1lZ:-JlCCII::==-= _==CC===;3l;lIll' ==III==_=Z:=CU: =:IIIl==:&===== ===Cf:=LCC== _==:1:'1::1:===== ======11:==== ===i1Z====:I:== 1:11:=========
T~PS )'",,- 0,00 0,00 0.00 0.00 , %0.00 /20.00 0,00 0.00 0,00 . I
1850' "-
549' \;f 0,00 0.00 0.00 0.00 10.00 1(0.00 0.00 0.00 0.00 . I
ad 127' t' 0.00 0.00 0.00 0.00 0.00 20.00 0.00 0,00 0,00 . I
100' (jf.'.I': 0.00 0.00 0.00 0.00 10.00 10.00 0,00 0.00 0.00 . I
75' /,{S~ 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . I
100' 'i,/'Y 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . I
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . I
!lL~T1 ONS 0.00 \ 0.00 \ 0.00 10.00 20.00 to.OO 0.00 0.00 0.00
,..;::-:.,.~....,-'--- ..-..--...... ---....-........ ................... ...................... ................. ..................... ...................- .................. ............-..--..
TOPS)
1~~~: \.{v 0.00 0,00 0.00 0.00 11-0.00 1:/.0.00 0.00 0.00 0.00 . I
0.00 0.00 0.00 0.00 -,0.00 r.oo 0.00 0,00 0.00 . I
d 127' cfi 0.00 0.00 0.00 0.00 'JO.OO 0.00 0.00 0.00 0.00 . I
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . I
75' 0.00 0.00 0.00 0,00 , 0.00 10.00 0.00 0.00 0.00 . I
100' 0.00 0.00 0.00 0.00 /0.00 10.00 0,00 0.00 0.00 . J
100' O.CO 0,00 0.00 0.00 10.00 '0.00 0.00 0.00 0.00 . I
DUell ONS 0.00 I 0.00 I 0.00 I.f 0.00 Lo,oo 1..0.00 0.00 0.00 0.00
............................................. ......oo........... ...................... ...................... ......-............. ...................... .................. ........."....... ................ ...............--..
1850' 0.00 0.00 0.00 0.00 &'0.00 80.00 0.00 0.00 0.00 . I
549' 2'22 2.22 0.00 0.00 t..o.oo 20.00 0.00 0.00 0.00 ~I
.. 137' --..,.,0.00.. f-....jt:-- ,.00.
100' 0.00 0.00 0.00 0.00 3.0.00 0,00 0,00 0.00 . I
75' 0.00 0.00 0.00 0.00 '/,0.00 10.00 0.00 0.00 0.00 . I
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . I
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . ,
OllCTlOUS 0.00 *La. 00 '_0.00 "'/0.00 /..50.00 l.so.oo 0.00 0.00 0.00
.......oo.................................. ............... ........... .............. .................. .................... .............. .............. ............ ................
LABOR R
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JEffERSON COUIlTY r.NDINEERR ESTIMATE
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COUNTY ROAD PROJECT CR0953
CHIIlI:ClIIt ROAD
CONSULTANT IIORK SCOPE
COST ESTIMATE IIORKSHEET FOIl COIISTRUCTlON ENGINEERING
Profestanal Seni or senior
:S Project Project Land Engineerl Surveyorsl Surveyors Graphics Clerical Estimated
M.enager Engi neer Surveyor Tech. Tech. Tech. Ct)st
---------..- ..-..-..--..--- ----------- .....-............... ......----_....- ---..------- ...._-_......-... --..-------- --........-......-
II REHENTS 535,00 $25.00 $25,00 ~20.00 518,00 $15.50 515.50 $11.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Pcr Hour
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'5) '-" 120.00 /20.00 .
1850' "', 0.00 0.00 0,00 0.00 0.00 0.00 0.00 I""
549' \" l 0.00 0.00 0.00 0.00 1.0.00 '(0.00 0.00 0.00 0.00 . Inc
127' \." . 0.00 0.00 0.00 0.00 0.00 20.00 0,00 0.00 0.00 . Inc
1~~: (~~ 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . Inc
0.00 0.00 0.00 0.00 \ 0.00 10.00 0.00 0.00 0.00 . Ine
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 . Inc
100' 0.00 0.00 0.00 0.00 10.00 /0.00 0.00 0.00 0,00 . In<:
CTlONS 0.00 \ 0.00 \ 0.00 '1 0.00 20.00 to.oo 0.00 0.00 0.00
'-'~:-::::-:-~-_...._....--.-..__. ........-----... ................... ...-.............. ................. ................ ................. ................-... .................. .................
lOPS) "\ 1:.0.00 /20.00
1850' ..v 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . Inc
549' /. V 0.00 0.00 0.00 0.00 "0.00 r.OO 0.00 0.00 0.00 . Ine
127' {;.;J 0.00 0.00 0.00 0.00 , 0.00 0.00 0.00 0.00 0.00 . fne
100' 0.00 0.00 0.00 0.00 I 0.00 I 0.00 0.00 0.00 0,00 . Inc
75' 0,00 0.00 0.00 0.00 10.00 . 0.00 0.00 0.00 0.00 . Inc
100' 0.00 0.00 0.00 0.00 ( 0,00 , 0.00 0.00 0.00 0.00 . tnc
100' 0.00 0.00 0.00 0.00 f 0.00 /0.00 0.00 0.00 0,00 . tne
CTI ONS 0.00 I 0.00 , 0.00 ~ 0.00 1..0.00 1.0.00 0.00 0.00 0.00
....................................... .................. ................. ................. .................. ............... ............... ............... ............... ..................
1850' 0.00 0.00 0.00 0.00 So.oo 80.00 0.00 0.00 0,00 . Inc
549' ~.~~ ~.~~ 0.00 0.00 ~g:~ 20.00 0.00 0.00 0.00 . Inc
tar' a.oo- 1---0- __O,Qll.. I-- -'O:iIO"
100' 0.00 0.00 0.00 0.00 ;1 0.00 ./ 0.00 0.00 0.00 0.00 . Inc
75' 0.00 0.00 0.00 0.00 '1',0,00 10.00 0.00 0.00 0.00 · Inc
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 · Incl
100' 0.00 0.00 0.00 0.00 I 0.00 10.00 0.00 0.00 0.00 . Inel
eTlONS 0.00 '2JJ.OO LO.OO "/0.00 ,..so.OO 1.$'0.00 0.00 0.00 0.00
....................................- -..-.......-...- .-........-.. ."".."..."- ...-........... .................... ..................... .................. ................... ........-..........
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hides 4 hrs.
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lude.. 4 hr..
ludes 4 hr..
tudes 4 hr..
ludes 4 hr..
ludea 4 hr..
Iud"" 4 hr..
ludes 4 hr..
ludes 4 h,.a.
lude.. 4 h,.a.
tOOes 4 hr..
trav"l tillle
travel time
travel time
travel tIme
t:rllvel tfll',c
travel tfme
trovel time
trow:l tIme
travel time
trllvel time
travel time
travel ttme
truvet time
trevel ttme
lude. 4 hr.. t rev. I time
Iud.. 4 hr.. trevel tIme
rtJll8S'~_N1ol6l...w..,...
lude. 4 hra. trav.l time
ludes 4 hra. traval time
udea 4 hr.. treval time
ucle.. 4 hrs. travel tIme
JEFFERSON COUNTY ENGINEERS ES1JMAT~
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COUNTY ROAD PROJECT CR0953
CH I MACUM ROAD
CONSULTANT WORK SCOPE
COST ESTIMATE WORKSHEET FOR COt/STRUCTlON ENGINEER lUG
Profesional Senior Sen;tJr
TASKS Project Project Lend Engineerl Surveyorsl Sur."eyors Grephlc. Clerical Est imeted
Manager Engfr.eer Surveyor Techa Tech. Tech. Cost
-........-.-..... --..-....--..-. -.................. .-....--..--..- -..-.........-.. -..........-........ ..-..-.-....--.. ...._..--.......... ..........-....-....
LABOR REQUI REMEHTS 535.00 $25.00 $25.00 520.00 S18.00 515.50 515.50 511.50 HooRS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
::s:r:==:ZZZZ:=;:Z:====C==:lO::l-===Z:=====I:======al:cz:========== ==========::1: clll==&::::==== .===IIl==~~== =========J:I:C 1ZIlI:I=====;:=~ ==;;:::::::;=:= =========== ======;:IC=== -===::=======
STRIPING ANO TRAFFIC CONTROL to.OO 10.00
Ch f macun Road 1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ~
Old Hadlock Rood 549' 0.00 0.00 0.00 0.00 10.00 ::'0.00 0.00 0.00 0,00 ~
New Old Hodlock ROAd 127' 0.00 0.00 0.00 0,00 ~O.OO ~OaOO 0.00 0.00 0.00 ~
Lawn Street 100' 0.00 0.00 0.00 0.00 10.00 10.00 O.M 0.00 0.00 .
Blanche Avenue 75' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
Morr1sae'f' Avenue 100' 0.00 0.00 0.00 0.00 \ 0.00 /0.00 0.00 0.00 0.00 .
Church Lalle 100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
CALCULATIONS AND NOTE REOUCT IONS 0.00 2.. 0.00 10.00 .;. 0.00 :! 0.00 20.00 0.00 0.00 0.00
-..-.... ...........-...................-..........-........-...................... ................ .....-.... ~ ....... ........ ~....~.. ... ................ . ~.. ........... ~..... ,u6ioioo' .....--........... ................... ~ ......."...........
SET SIGN POST LOCATIONS 0.00 I 0.00 I 0.00 :z. 0.00 80.00 0.00 0.00 0.00 .
CALCULATIONS AND NOTE REDUCTIONS
... - -.. .......... -............... -................................... ~. ..... ... . ... .................... ................. .. ~...... -..... . ~ .................... ................ ................ .....-............ -................ ..................
STAKING FENCE LOCATIONS 0.00 I 0.00 10.00 ....L~:~~, 30.00 '0.00 0.00 0.00 0.00 .
... _........................... ~ a............... _. _........ _ _............... ......... ................... ....._........a.... ........-....... ...................... ..........._..a_.. .....-... ........ .................... .............. ~....
STAKING PRIVATE SIGN, LOCAT IONS 0.00 10.00 .& 0.00 ..:~.~:~? 10.00 10-.00 0.00 0.00 0.00 .
...................-...........-............-.............-...-....-..--......- ...................... ....--.........-.. -.......-.......... ................. ..............-. .......-......--.. ................... ................
~~~~~~~~? ~~~~!~~!~ ,~,....,......"...,..,.. ,. 0.00 0.00 .50.00 , I, 0,00 1.20.00 nO.OO 0.00 0.00 0.00 ~
................... ...-......... ........-......... ................ .................... ................... ... ~..... ....... ................... ................-....
FIELD GRAIlE CHECKS FOR UNDERGROUND CONfL I CiS 0.00 \ 0.00 ,IS 0.00 .~O.OO '-/0.00 '10.00 0.00 0.00 0.00 .
-....-..-......... .........-.......-...-................................ .................. ''']0:00' ................ "':50:00' ................... ...........-.-.. .....-........-.. -.............. ................
PERFORM "AS CONSTRUCTED" SURVEY OF IMPROVEMENTS 0.00 . lio.oo 1<.,0.00 , ;LO,OO 0.00 0.00 0.00 .
...........................-............-....................................... ................... ................-.. ................. ....-............ .............- ............... ............... ...........-....... ....................
PREPARE RECORO DRAUI NGS OF CONPLETEO FACILITIES 0.00 2..0.00 :2.,0.00 ....~~:~~. "f0.00 '2.0.00 ..~~~:~~, 0.00 0.00
...............--...............-........-..... .....-..........-.................... ....-............. ..................-.. ................... .. ........oJ......... ...a.............. -............ ...............
MONUMENT ^ TI ON: o.t straddlers IInd monunents
at tho fOllowing locatfons:
Old Hedlock Rood. P.I, HO+51 0.00 0.00 .)0.00 0.00 '2;0.00 '.zo.OO 0.00 0.00 0.00 .
Old Hadl..k Roed, (Angl.. Point> 112+12.44 0.00 0.00 .Ii 0.00 0.00 2..0.00 ~,OO 0.00 0.00 0.00 .
Old Hedlock nODd, P.I. HO+98.61 . H3+78.33 0.00 0.00 .';0.00 0.00 LO.OO ~.OO 0.00 0.00 0.00 .
Chimac... Road, P.I. C3+43.69 0.00 0.00 ,$"0.00 0.00 Ul.OO ~.OO 0.00 0.00 0.00 .
Ch lmac... Rolld, (Angle Point) C4+08.69 0.00 0.00 .SO.OO 0.00 ~O.OO 't.0.00 0.00 0.00 0.00 .
Ch lmac... Road, P.I. C6+64 ,87 0.00 0.00 ."0.00 0.00 "LlI. 00 1.0,00 0.00 0.00 0.00 .
Ch I...c... ROIld, P.I. C15"09.81 0.00 0.00 .&:0.00 0.00 ~.OO 1:0.00 0.00 0.00 0.00 .
Ch lIMe... ROld. P.I. CI7+42.10 0.00 0.00 ,50.00 0.00 .00 ~.OO 0.00 0.00 0.00 .
Ch lmoc... Rolld, P.I. CI8+10.00 0.00 0.00 ,$0.00 0.00 'U.OO ~O.OO 0,00 0.00 0.00 .
CALCULATIONS AND NOTE REDUCTIONS 0.00 I 0.00 l!. 0.00 2.0.0U ,.",1~:?? ...:t.?:~?, ....~~:??, 0.00 0.00
...................-................................................".. ................. .................... .................... ....,............. .................. ....................
Includes 'II
Includes ~
Includes l
Includes ~
In.::ludes l
Includ<<!s l
Includes ~
Includes ~
Includes it
Jnci.udes ~
I nc lutie. 4
Inclutie. 4
Ineludes ,
Include. 4
Include. 4
Includ.. 4
Includes 4
Include. 4
Include. 4
(""Iud.. 4
Include. 4'
Include. 4
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Je"eREOII COUNTV ENOIN!F.RI ESTIMATE
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COUIlTY ROAD PROJECT CR0953
CHIMAC114 ROiUl
CONSULTANT IIORK StrIPE
COST ESTIMATE I<<lllKSHEET FOR CONSTRUCTION ENGINEERING
Proieuional Senior Seni or
TASKS Project Pro 1 eet Lend EFl\Iin~erl Surveyorsl Surveyors Graphics Clerical Estfmeted
Msnug.!r Engfneer Surveyor Tech. Tech. Tech. Cost
...................- ----.--....-.. _.._.......~ --- -........-....-.... .... .-- ...~ ....- ......-......--. ...................- ----..--..-... --.-.-.---..
REQUIREMENTS 535.00 525.00 525.00 520.00 $18.00 S15.S0 515.50 Sll.50 HOllRS
Per Hour !'er Hwr Per N""r P.::r lIour Per Hour Per Hour Per Hour Per Hour
=================1:1==="=::'====== ==========2 =ZZUI:====== ===II==:~=== =========== .:1:=======1:1: ==:::11:======= 1Il====:a:_=_sz =======;;:::&:= ===========
:ONTROL to.OO 10.00
1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5',9' 0.00 0.00 0.00 0.00 2.0.00 ~0.00 0.00 0.00 0.00
~oad 127' 0.00 0.00 0.00 0.00 ~C.OO r,Q.oo 0.00 0.00 0,00
100' 0.00 0.00 0.00 0.00 1 0.00 10.00 0.00 0.00 0.00
75' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00
100' 0.00 0.00 0.00 0.00 10.00 10.00 0.00 0.00 0.00 .
RrDUCTlONS 0.00 2. 0.00 10.00 2,0.00 10.00 20.00 0.00 o.on 0.00
. ~ .. ............ -... -. .......... ........... ..................... -..............-.. .......-............ ................... ............. ~.. ,.'.&0:00. -..,...----... ................... -............-...
IS 0.00 I 0.00 I 0.00 ~ 0.00 8.0.00 0.00 0.00 0.00 .
REOUCTIONS
...........-................................-. .. ..............-....- ..................- ....-.............. .. -........... ~- ................... .............. ..................... .................... ........-..-...-
IS 0.00 I 0.00 10.00 ,..,J.~:~? 30.00 '0.00 0.00 0.00 0.00 .
...... .......-................................ .................... ...................... ..-.................. .................. .................. ................... ............-....- ....--.............
OCATIONS 0.00 I 0.00 .$0.00 ..:~.~:~~. I 0.00 1lJ..oo 0.00 0.00 0.00 .
................-.......................-........ .....--........... ..................... ................... ................... .........-......... ....-....-........ .................. ...................
~ 0.00 0.00 .,S0.00 . '>0.00 120.00 /2~. QO 0.00 0.00 0.00 .
......................-.............-......... ..................-... .......................- ..-................. ................... ................ .................. ................-.. -...........-...... ........-....-....
UNDERGROUND CONFLICTS 0.00 \ 0.00 .~O.OO .~0.00 '-/0.00 '10.00 0.00 0.00 0.00 .
..............................................-.. ................-..'" :::;:E~~: "';t;o:oo' "';50:00' ..................... ................. .................. ...............- .....................
D" SURVEY OF IMPROVEMENTS 0.00 I Z. 0.00 '2.0.00 0.00 0.00 0.00 .
.....................-........ ..... ... ...-.. ..................... ................. .................... .................... .................. .................... -... ................ ......................
S OF COMPLETED fACILITIES 0.00 2..0.00 :2.0.00 ..,~~:?~. ,...~~:?~, ,,"0.00 800.00 0.00 0.00
........... ....,.......................... ........-.......... ..................... ..................... ................. ................. ...............- ....................
raddl erB and monUMn ts
following locationa: .,0.00
P.I. NO+51 0.00 0.00 0.00 ~O.OO -;10.00 0.00 0.00 0.00 .
(Anglo Point) H2+12.4. 0.00 0.00 ,100.00 0.00 1.0.00 1'.&.00 0.00 0,00 0.00 .
P. J. HO+98.61 . H3+78.33 0.00 0.00 ,oS'O.OO 0.00 LO.OO '7-0.00 0.00 0.00 0.00 .
P.I. C3+43.69 0.00 0.00 .:50,00 0.00 z,.o.OO ;;t.O.OO 0.00 0.00 0.00. .
(Anglo Point) C4+aa.69 n.oo 0.00 .$0.00 0.00 (.0.00 'LO.OO 0.00 0,00 0.00 .
P.I. C6+64 .87 0.00 0.00 .~O.OO 0.00 V.OO 1.11.00 0.00 0.00 0.00 .
P.I. C15+09.81 0.00 0.00 .'0.00 0.00 -l:J:'00 ~.OO 0.00 0.00 0.00 .
P.I. C17-42.10 0.00 0.00 .:$0.00 0.00 .00 ,,0.00 0.00 0.00 0.00 .
P.I. C1S-l0.00 0.00 0.00 .$0.00 0.00 t.J.I.OO 11:0.00 0.00 0.00 0.00 .
REOUCTIOIIS 0.00 I 0.00 l\. 0.00 2.,0.00 ...,t~:~~, ...~t.~:~~. ....fl~:~~. 0.00 0.00
............................................... ................... ................... ................. ................. ..................... ...................
JEf'USOIJ COUNTY ENGINEERS ESTIMATE
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.. Includes 4 hn. travel time , J
Includea 4 hrs. trovel time 4IF-t ,t
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Includ.. 4 hr:. travel time
Include. 4 hr.. travel time
Include. 4 hr.. travel time
Includes 4 hr., travel time
I""luclo. 4 hr<. travel time
Include. 4 hr.. travel time
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Includes 4 hr.. trovel tima. jNC.J..,~.
Includ.. 4 hr.. trovol tlr
Incluclo. 4 hr.. travol time j
Includel.4 hrG. travel tfme I rJ~..kI't...S
Includoo 4 hr., trnvol time
Includes 4 hr.. trovel tl""':J
Incllll". 4 hr., trav.l tf"" I"'~ .,'C..~
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CHIK.\CUM ROAD
COlISllL TANT \lOll" SCOPE
COST ESTIMATE WOll"SHEET FOR CONSTRUCTION ENGI~EERING
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LABOR REClUIRENENTS
Profo. I ono I Senior Senior
Project P~oject L.nd Engil1ffer, Surveyors I Surveyors Gr'phles Clel"'fcal Estlmeted
MlInaGer Eng f nee,. Surveyor loch. Toch, Ttch. Cost
.........--........ -................... ....-....-...... -.. -..............-... ........-............ -.................... -.................... ..............--.... .......................
535.00 S25.00 525.00 120.00 S18.00 Si5.50 $15.50 S11.50 HOURS
Per. Hour ?er Hour Per. Hour Per Hoe",. Per Hour Per Hour Per. Houl'" Per Hour
TASKS
;;;;;;;:;;~~;;.~;";.~;;;;;;.;;.;~;.;;;.......m. .....=~~;~. ==",=';~~;' "=e~~;;' ~'''''J=;~;~' '=".2.';~;;' "'=:i;~;;= =-==..;~;~.
JEfFERSOII COUNTY RECORDS 0.00 I 0.00 'I 0,00 J 0.00 2.. 0.00 \ 0.00 0.00
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....--..........-..--..--............................................................
--.................. ..................... ..................... -..................
0.00 0.00 0.00 0.00
-................... -................. .. ..................... ....................
0.00 0.00 0.00 0.00
..................... ............-....... ..................... ......-...........
0.00 0.00 0.00 0.00
.................. .................... .................-... ...............-..
0.00 0.00 0.00 0.00
...................... ............-.....- ...................... .......................
~ eO.OO '10.00 20.00
.................. --................. .................... ..-................
0.00 0.00 0.00 0.00
................... .................- .................. ....................
0.00 0.00 0.00 0.00
..................... .................... ..................... ......................
OBSERVATION OF CONSTRUCT/OIl
.-................ ................... .........-..........
0.00 0.00 0.00
..................... .................. .....-............
0.00 0.00 0.00
...................... ......-........... ....................
0.00 0.00 0.00
...................... .................... .....................
0.00 0.00 0.00
.................... ..................... ....................
~o.oo &.00 0.00
.................. .................. .....................
0.00 0.00 0.00
..................... .'................... ....................
0.00 0.00 0.00
................... ......-......... ..................
0.00 0.00 0.00
to.oo $0.00 SO.oo
..................... ..................... .................
.. .............. ....... ~..............._...._.................................. ...... .....
PREPARE DA Il Y FIELD REPORTS
..................... ..........................................................-........-........
COOROINATf./DOCUHENT EXTRA IIOIlK FOIl FORCE ACCOUNT
............................................-........-..................................
OBSERVATlOII OF HATER1AL PRODUCTiON PLANTS
.........................................................................-............
PREPARE PUNCH LIST ITENS
............ .......................................-...................................
TAKE PHOTOGRAPHS OF CONSTRUCTION PROGRESS/lSSUES
.-..................................................................................
VIDEO PROJECT SITE
........................................................................................
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SUBTOTAL / KOURS 0.00 0.00 0.00 0.00
TASK 5 . CONSTRUCTlOH SURVEY OOLLAnS SO.OO SO.OO SO.OO SO.OO
,................. ......,..,........,.....,.., .... ,.....,..,.. ~.......... ........... ,...,......
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..................... ..........-....-....
0.00 0.00 * Include.
..................... ...........-..........
0.00 0.00
.................... ...................
0.00 0.00 . Include.
................... ............ .........
0.00 0.00
-.................. -..........-.......
0.00 0.00 . Includes,
...................... ....................
0.00 0.00 . Include.
........................ ....-..............
0.00 0,00 . Includes
0.00 0.00
SO.OO SO.OO
HOURS
DOLLARS
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SKS Project Project Lend Englneerl Sur~yorsl surveyorG Graphics Clerical EstimatEd
Mansgcr Engineer surveyor Tech. Toch. Tech. Cost
............-..--- ......---......... ............----.. --................ ..............---- ..............-...... ..................... ................-- ..............-......
QUI REMENTS $35.00 $25,00 S25,OO $20.00 $18.00 $;5,50 S15.50 tll.50 HOURS
Per llour Per Hour Per Hour Per Hour Per Hour Por Hour Per Hour Per Itour
====cr=======ZllI=====C===tll= =======n=.. ==_=al:l====J: ====e~:~~n =1lI=r...=1:1::". z::==::==::: ===:-:0:;==== :Z::II:Z&l:-==CG AllW="~1I\\1l..1:1 calnrc.===;aa
NTS FOR OHR AND 0.00 , 0.00 , 0.00 2. 0.00 10.00 0,00 0.00 0.00
0.00 I 0.00 ., 0.00 , 0.00 2. 0.00 \0.00 0.00 0.00 0,00
...........................................--.... ..-....-............ --........---.... .............-...... ..........---...... ............ .......... .................... ..........-........- ..................... ........-....--....
ION 0.00 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0,00 .
................................................... .................... ..................... .................... .......... ~.......... ................... .....".. ~........ ............~..... .................. ."..............
RTS 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.. ~........................ .......... ".... .................... .................... .,.............-... .................. ................ .................. ................. ..................... .....................
, IIORK FOR FORCE ACCOUNT 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00 .
~........."............. ............... ................ ................ .................... .................. ................... .................. ...................... ................. .................
'ROOUCTlON PLANTS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
............................................. .................... ................ ~.. ................... ................... ................. ................... ................... .................... .....................
~< 150.00 "10.00 :<'0.00 A1 0.00 &.00 0.00 0.00 0.00 .
........................................... ............... ................... ::::::!~~t::!:~: ..............oo .....oo.......... ..................... ..........oo. ~.... ...................
rRUCTI ON PROGRESS/I S!iUES 0.00 0.00 0.00 0,00 0.00 0.00 0.00 .
......"...........................oo........... ....."............. .oo................. ..................... ................. ..............,...... ..................... ......................
0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
............................................. ..................... .................... .................... ..................... ............... ..................... ...................
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IVEV DOLLARS SO.OO SO.OO SO.OO SO.OO SO.OO SO.OO SO.OO SO.OO SO.OO
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CHlHACUM ROAD
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CH1MACUII ROAD
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MSnllger Engineer Surveyor Tech. Tech. Tech. ES'IlMATED
.............---.. ..................-- .......-....-..-- .........-.......... ---..--....-... ......--.........- .............--... .......................
LABOR REOU1REMENTS $35.00 $25,00 S25.00 $18.50 S18.00 $15.50 $15.50 $11.50 NClJRS
Per Ilour Per Hour Per Hour Per Hour Per Hour Per Hour Por Hour Per Hour
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TA.K 5 - CONSTRUCTION SURVEY
.. .. ..................- --........ -............... ...--............. ..-.. -.. ............ --- ...................... --................. ....-............... ....................... ...................... ...............-.- .................... ....................... -....................
;ENTERLINE COWTROL:
Ch tJr.acl.ltl Rood 1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hadlock Road 549' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
No" Old Hadlock Road 127' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
La",," Street 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Blanche Avenue 75' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Horrissey Avenue 100' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
Church Lane 100' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
CALCUL~TlONS AND IIOTE REDUCTIONS n.oo 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TINE 0.00 0.00 0.00
..................................-.............................................................. ................... ........................ ..................... ...................... ...................... .-.................. ..................... ..................... ....................
SUB' TOTAL HOURS CENTERLINE CONTROL: 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
............................................................................................. .................. ................... .................... ...................... .................. ....-................ .................... ..................... ......................
SETTINO BENCN MARKS AND 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
REFERENCINO MONUMENT LOCATIONS:
Old Hadlock Road, P.I. HO+51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hadlock Road, (Angle PoInt) N2+12.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hadlook Road, P.I, HO+98.61 . H3.78.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Ch flMctlfl Road, P,I, C3+43.69 o.on 0,00 0.00 0.00 0.00 0.00 C.OO 0.00 0.00
Chtfll8CLIII Road, (Angle Point) C4+88.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
Chlmac,," Road, P.I. C6+64.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
,> ChimacUfl Road, P.l. CI5+09.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Chlmac,," Road, P.I. CI7+42.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Ch lmac,," Road, P.I. CI8+10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCUlATIONS AND NIJTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
TRAVEL TIME 0.00 0.00 0 .
.. ~ ........... .................................................................. ...... ...................... ................... ................... .....-............. .................. .................... .................... ..................... .....................
SUa-TOTAL HOUR BENCII NARKS" 110IIUllENTATlOM: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,................................ ................................................ .................... .................... ................... .................... ................... ................ ................ ................. .................
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. traval tlma tor thIs task
0.00 SUB-TOTAL HOUR I
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trovel tlmo for this talk
0.00 SUB-TOTAL HOURS,
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19.Jan'94
JEf'ERSIlN COtJ"TV ENR1NE!RS UflH~T!
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COUNTY ROAD PROJECT CR0953
CHIMACUN ROAD
CONSULTANT \fORK SCOPE
COST ESTIMATE IIORKSHEET FOR CONSTRUCTION ENGINEERING'
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Project Project Land Engineer' Surveyorsl surveyors GraphIcs Clerical
Manag8r Engineer sur\teyor T<'Ch. Tech. Tech, ESTIMATED
--......---.... ..... ~.......- ......... ---_..........-- ----..-....--- ..--............-- ...-.---.---.. ..-..--.....--- ...--.............-
535.00 "25,00 525.00 $18.50 518.00 515,50 515.50 SIT .50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
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0,00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0.00
0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0,00 .
........ ................... .................... ....-............ .................... ...................... ..................... .. ........~.......... .................... ......................
ROL, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
......... ................... ...................... ................... .................. ................... .................... ...................... .................... ...........-......
0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4 0,00 0.00 0.00 i),OO 0.00 0.00 0.00 0.00 0.00
33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0 .
.......... .................... .................. ................... ................... ................. .................. ................. .................... .................
tON: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.......... ................ ..........,. ..... ..........~.. ... .............. ............. .............. ....... ~........ ................. .................
trsysl time for this tssk
0.00 SUB-TOTAL HOUR' CENTERLINE CONTROL.
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COUNTY ENGINEERS ESTIHATE
trsysl tI.... for thIs talk
0.00 SUB,rOTAL HOURS' BENCH MARKS AND HONUHENTATION,
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COUNTY ROAD PROJECT CR0953
CHlllACUIl ROAD
CONSULTANT WORK SCOPE
COST ESTIMATE WORKSHEET FOR CONSTRUCTION EHGINEERING
(
Profnlonal Senior Seniora
TASKS Project Project Land Engineer/ Surveyorsl Surveyors Graphlca Clerical
Manager Eng! neer Surveyor Tech. Tech. Tech, ESTlMATEIl
..---.............. ..................... --..--............ ....................... ...................... ..............---- .........--.......... ..........-..--...
LABOR REQUIREMENTS $35.00 $25,00 $25.00 S18.50 SIB,OO 515.50 $15.50 Sl1.50 HOURS
Por Hour Per Hour Per Hour Per. Hour Per Hour Per Hour Per Hour Pe,. Hour
.1Z.:II.....D...=.3I:=...=:I..az..B:II...:ra....I:....:II.ar::l.... a.........lIII lJIl:I...:rIl..lIli1 II....;J..:II.. .C:II;uur..IlI:1:r .........s. IIIS..lIa:l:l=_= .:11=:11=.:11.... :IIalllau.a=rlll=_ ......=.:'1..
STAKING CLEARING L1MITS/CONST. PERMIT/ORAIN EASM.
ChllMCUll Rood 1850' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0,00
Old It.dlock Rood 549' 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0,00 0,00
Ne.. Old Hedlock Rood 127' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
Lawn Street 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
Blanch. Avenue 75' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00
Horrlssey Avenue lOa' 0.00 0.00 0.011 0.00 0.00 0.00 0.00 0,00 0.00
Church loane IDa' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATIONS ANa NOTE RF.OUCTlONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
TRAVEL TIME 0.00 0.00 0,00
..-.... ........ ........................... ............. ............... .............. .............. ................ ..................... ................. .............. ................ ................ ...................
SUB-TOTAL HOUR STAKING CLEARING LIMITS, ETC: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
......................................................................... .................... .................... ............... ................... .................. ................... ................... .................... ...................
STAKING STORM SEilER, ANa LINES OF OFFSET
Oak Bav Road 110111+33 TO 110" '+91.64 . 60' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ChflMc"" Road C3+75 to C13+50 . 975' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Church Lane CI7+75.63 TO C21+00 .325' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
C3+75 erosstrlg . 28' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Attachment to Old Hedlock TVP'I 2 . 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
C5+28.46 croSllng . 30' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00
C6+82.02 croSllng . 30' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Llwn Strneteron,fng . 60' 0.00 0.00 O,QO 0.00 0.00 0.00 0.00 0.00 0,00
C8+48.94 cro.slng . 60' 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00
CIO+15.96 CroSllng . 40' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
Cll+82.98 croSllng . 40' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
t13+50.00 crossing u 50' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
South Parking Lot . 140' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
North Parkins Lot . 150' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATIONS AND NOTE REOUCTlONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 *
............................................................................... ................. .................. ......-............ ................... ................... ................... .................... ................. ..................
SUB, TOTAL HOURS STAKINO STORM SEWER. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
...................................................................... ............ .............. ................ .................. ................. ................ ................ ................... ..................
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JefFERSON COONTY EMOINI!RI ISTlMATI
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0.00 SUB-TOTAL HOORS
traval time for this task
0.00 SUB'TOTAL HOORS ,
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COUNT" ROAD PROJECT CR0953
CHIMI,CUK ROAD
CONSULTANT IIOIlK SCOPE
COST ESTIMATE IoIORKSHEET FOR COIlSTRUCTlOlI ENGINEERING
Profesional Sentor Senior
Project Project Lend EngI neerl Surveyorsl Surveyor. Graphic. Clerlcel
Manager Engineer Surveyor Tech, Tech. Tech. ESTlM1.TED
-----............. .---...........-- ....................... ....--............... ....-.....-......-.. ---..-..--..-.. ..................-- --....-............
S35.00 S25.00 S25.00 S18.50 S18.00 S15,50 S15,50 S11.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per "our Per Hour Per Hour Per Hour
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'AIN EASM.
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0,00 0.00 0.00 0,00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00
0.00 0.00 0.00 *
......--..-...... 'O.....-............ ..................... ..........-......... ........-......... ................. ................. ............-.... ................... .....................
ITS, ETC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
................ ................... ..................... .................... ..................... .................... ..................... ................... ...................... ...................
4 . 60' 0,00 Ii.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.975' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
. 325' 0,00 0.00 0.00 0.00 0.00 0.00' 0.00 0.00 0.00
. 28' 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 30' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 30' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 60' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 60' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 40' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
. 40' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 50' 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
. 140' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
. 150' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 .
................ ................... .................... ................. ....-.......... .......... .......... ................... ............... .........--...... .'..............
IH SEWER. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........-...... .............. ................... ............... .............."'... ...."''''......... ................. .................. ................ ..................
SON COUNTY ENOINEERS ESTIMATE
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travel time for thle tuk
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COUNTY ROAD PROJECT CR0953
CH I MACUM ROAD
CONSUL TANT WORK SCOPE
COST ESTIMATE WORKSHEET FOR CONSTRUCTlOIl ENGINEERING
(
Prcfesfcnal Senior Senior
TASKS proJe.t Project Land Englneerl Surveyorsl Surveyora Graphic. Clerl.al
Manager En;'"""r Surveyor Tech. T~.h. Te.h. ESTIMATED
.--............. .............---. ......-.............. ..00.._____--- ........-........-- --..........-...... ........-..---...... ......................
LABOR REQUIREMENTS S35.00 S25.00 S25.00 S18.50 "8.00 S15.50 SI:;,50 SI'.50 HOURS
Per Hour Per Hour Par Hour Per Hour Per Hour Per Hour Per Hour Per Hour
:urll:;=:;=-=.====II:I:;.=.==..==.====.:II..II.:I:..III:;....=-=m... ;r..ID...:lIl..:I ...11I=,.=...:11 :11=:11:1:1:;1..:;:11_ ::r.:I:11:::1Z1..lII::11. :11:11..=..... .n.III':a::llZlall'.. u.:II....=... .211....=... ...=:w=."a==
SLOPE STAKING
Chi...."'" Road 1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Iladlnck Road 549' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Ne.. Old Hadlo.k Road 127' 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
Lawn Street 100' 0.00 O.CO 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Blanche Avenue 15' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
Morrissey Avenue 100' 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
Chur.h La"" 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATIONS AND NOTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00
-............................................................................... ............... .................... ............... ..................... ................... ................... .................... .................. .....................
SUB-TOTAL HOURS SLOPE STAKING: 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
................................................. .......... -... ............... ............ ..........'.......... ................ ................... ..............-... .................... .................... .................... .................... ......................
CROSS SECTIONS FOR PAY ITEMS
Chlma.un Rood 1850' 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hadlock Road 549' 0.00 0,00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
Na.. Old Hadlo.k Road 127' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Lawn Strut 100' 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
B tench. Avenue 75' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Morrissey Avenue lOa' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Church Lane 100' 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
CALCULATIONS AND NOTE REOUCTlONR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
c:~~~m~~~~: ~~~:: ~~~~~: ~~~~ !~~ :~~~ :~~!:! ~!~~~: 0.00 0.00 0.00
.................. ............... .................. .............. ............... ................... ................... .................. ..................
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
............... .................... .................. .................... .................. .................... ................. .............. ................
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19'Jln'94
JI"USON COUNTY ENG/NEIR' !lTlNAT\!
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COUNTY ROAD PROJECT CR0953
CHIHACUM ROAD
CONSULTANT IIORK SCOPE
COST ESTIMATE WORKSHEET FOR COHSTRUCTlON ENGINEERING
Profesional Senior Senic:uo,
Project ProJect Land Englneer/ Surveyors' Surveyor. GraphIcs Clerlcsl
Manager EngIneer Surveyor Tech. Tech, Tech. ESTIMATED
.................. ..........-.......... ..................... .................... -....................... ..---.......--..... ..~.._..__......- ........----.....
EHENTS 535.00 $25.00 $25.00 $18.50 $18.00 $15.50 $15,50 $11.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Par Hour Per Hour Per Hour
======8:Z==,.===:a:l1lllla= ===_====1II1lI_ 118===:1111I==.. _._==.:c..lII:::Ja 1lI1l1=:r:rallla.a:ll1ll ....:1::1=...11I ..llt..:ll!\l..l:A =a:::...1II.1II:.. ..ae=..=... ....lIlII.....
1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
549' 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00 0.00
127' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
100' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
75' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
100' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
100' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
IONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
0.00 0.00 0.00
.........................---........ ............... .................. ................ ................. .................... .................. ................ ................... .................
SLOPE STAKING: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
~.............................. ..... .................. ................ .................... .................. ..................... ...................... ..................... ...................... .....................
1850' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
549' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O,OU 0.00
127' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
75' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
IONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 *
..................................... ................... ................. ............... ................. ................. ................... ...................... ...... ~....... ...... .................
;CTtON FOR PAY ITEMS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
..................................... .................. .................. .................... ..................... ................... .................... ................ ..................~ .. .....................
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JEFFERSON COUNTY ENGINEERS ERTIMATE
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COONTY Rom PROJECT CR0953
CKIMACUIl ROAD
COflSUL UNT IIORK SCOPE
COST ESTlHATE WORKSKEET FOIl CONSTRUCTION ENGINEERIHG
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TASKS Project Project Land Engf~rl Surveyors/ Surveyors Graphlca Clerlcol
Hsnllger Engineer Surveyor Tech, Tech. Tech. ESTIMATED
................... ..................... --............... ....-...............- .................--.. ..--...........-- .................-....... ......-......__....
LABOR REOOIREMEKTS $35.00 S25,OO 525.00 SIl'J,50 S18.00 815,50 $15,50 SI1.50 KOORS
Per Hour Por Hour Por Hour Per Hour" Per H:'IUr Petr Hour Per HCoC.lr rer Hour
:=ta:lIl::.::=.l:cn==a..O...."..........II.......a:lll.:::IIa.1I'.liIc=1lI111:11 11:Ia..III13:11;11.". %o=a:r,;II::az... a:ll.....IIIIU,. Cl;lC;lI:lllI..a.. ===a::lIlI==zalll :II.au.......a ZllIlIlS;llIf::lDllI:Il. ==I:::II&:a;ll..=_ asn:Ifl:II=a.:ca.:a
PAVEMENT SAlltUT LIMITS
Ch lmoc,," Rood 1850' 0,00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
Old Kadlock Rood 549' 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
\ Lawn Str~ot 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Blanche Avenue 75' 0.00 O,O~ 0,00 0,00 0.00 0,00 0.00 0.00 0.00
Morrfs!lIlJY Avenue 100' 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.00
Church Lane 100' 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATIONS AND NOTE REDUCTiONS 0.00 0,00 0.00 0.00 0.00 0.00 O.CO 0.00 0.00
TRAVE~ TiME O.CO 0,00 0.00
.................. .............. -....... -........................... ............. .............. ............... .............. .............. ................. ................. .................- ............... ....-..-.....
SUB-TOTAL HOORS PAVEHENT SAIICUT LIMITS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
...................................................................... ................. .................... ................ ............---.. .................... ............. ............... ................... ................
SUBGRAOE STAKING (BLUE TOPS)
Ch f moc,," Ro.d 1650' 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
Old Hadlock Rood 549' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Na.. Old lIadlock Rood '127' 0,00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
Lawn Street 100' 0,00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
Blanch. Avenue 75' 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Morrissey Avenue 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Churr.h Lone 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATiONS ,AND NOTE REOUCTIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 .
I::::: ~~~:~~~~~: ~~~:~~~~~~~~: ~~~~!~~: ~~~~~: ~~~~~: ............... ............... ............ .............. ............. ............... ................ ............... ...................
0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
................ ................ ..-............ .................. .................... .............. ............. ................. -.............
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19'Jan'94
J~"ERSUN COUNTY ENGiNIEU fSTlMATK
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CHIHACIlM ROAD
CONSULTANT IIORK SCOPe
COST ESTIMATE IIOflKSH.er FOR CONSTRUCTlOO ENGJ~EER1NG
Profesfonal Sent or Sentor
Project Project Lard En;l"""r' Surveyors/ Surv~yors Graphics Clerfcal
Managcr Engineer Surv~r Tech, Tech. Tech.. eST! MATEO
------"'---- ---..-..--....- -................... ....._.....-.......... ........----....- .....---....-..-- -........-........... ....--.....-.........
$35.00 $25.00 $25.00 $18.50 $18.00 515.50 $15.50 1:11.50 HOURS
Per Hour Per Hour Por Hour Per Hour Per Hour Pftr Hour pe.. Hour P.r IlCl\lr
:::l::ll:::2;,;rIl:ll:D;:I;lI::::::II :lIl:l:lurza:ll==== :11::1:.:1:1111..=-*= 1I:g*;.I=-:l:ac... ."IIl.I='II=.:I,.,~:t ::lIZI::t:llla*::lI==~= 11;:..:11211211:8# ..lIaa:secZl:=_ ==......==- :lI:ilII==III:l111:=:iilllC
0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0.00
0.00 0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.00
0.00 0.00 0,00 0,00 0.00 0.00 0,00 0,00 0.00
0.00 0.00 0,00 0.00 0,00 0.00 0.00 0,00 0,00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
0.00 0.00 0.00 1).00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
......................... .................-- ....---............ ................--..... ........................ .........--.,...... .................... ...........--...... ....................... ..-..................
.\leUT LIMITS: 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00
..... ~................... .................... ........-........... ...................... ..................... '" ~.................. ................... ............... ~.. ..................... ....................
0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0,00 O.OD 0,00 0,00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.OO 0.00
0.00 0.00 0.00 0,00 0.00 0.00 0,00 0,00 0.00
0.00 0.00 0.00 O.CO 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0.00 .
....................... ................... .................. ..................... ..................... ..................... .................... .................. .................... ..................
(BLUe TOPS): 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........................ .................... .................. ..................... .................... .................... ...................... ................... .................. .....................
FERSON COUNTY ~NOINEF.AS ESTIMATE
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COlJIlTY ROAll PROJECT C.09S3
CHIl4Aet.:H RCAO
CONSUL T ANT IIORK SCOPE
COST ESTIMATE WIlIlKSHEET fOR CONSTRUCTION EHOINEERIHG
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ProfenlonaL Senior sent or
TASKS Projoct ProJ oct Le"" EtIlllneerl Survayorsl Surveyora Graph I ce Clerlcel
:4ar.ager EnglNer S'.Jrveyor Tech, Tech. Teth. ESTIMATED
--................ .................... ....................... ...................-- ....................... ...---.............. ...--......--....- ..-..-........--..
LaBOfl REQUIREMENTS $35.00 $25.00 $25.00 $111.50 $IS.00 !IS.50 1115,50 S11.50 HOURS
Per Hour Per Hour Per Hour p"JJ" Hour Per Hour Per Hour Per' Hour Per Hour
.1l~YIll..liI.......a:III..CIl.II.........SI!l.II....lIII...IlU....III. .allllu....I:l:lll. ...Ill=';IIIII!l.aa ..:nIl.ZS...lIlIa .1tlIl:llllUI:Zlll.~. .&I:l1i.lIII.....W. ...:IIQIII:tIllIalD ::I:...ura=lalllllllll ..1'I:lII.:II..... IlZlZalllUllaaaa
SIOEI/ALK STAKING
Chfmacllll Rood 1650' 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
~ew Old Hadlock Rood 127' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
Lawn $treat 100' 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8lenche Av.""e 75' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0,00
Church Lene 100' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
CALCULATlOIIS AND HOTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TI~E 0.00 0.00 0.00
.......................................................................... .................. .................. ................ ...................... .................. ..................... .................... ..................... ....................
SUO"TOTaL HOURS SIOEI/ALK STAKING: 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
............................................................................ .............. ..................... .................- .................... .................... ................. .............-.... ................... ....................
OR I V1!IIAY STAKING/CALCULATJOIlS & NOTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0,00 0.00 .
..................................................................... ................... .................... .................... -................. .................... ............-...... ................... ................. ...................
SUB' TOTAL HOURS DRIVEI/AY STAKIIlG: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
....................................................................... .................. ........... .............. ............... ........... .............. ................ .............. ............
SURfACING STaKIHG CGRAV1!L BASE . RED TOPS)
Ch I........ Roed '850' 0.00 O.QO 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hedlock ~o.d 549' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Naw Old Hodlock Rnod 127' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Lown Stre.t 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a lenche Av.""" 75' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Morr IoIOV Avenue lOa' 0.00 0.00 0.00 0.00 0.00 O.UO 0.00 0.00 0.00
Church Lone 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATIONS AHD NOTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0.011 0.00 0.00 0.00
TRAVEL TI;;' O.UO 0.00 0.00 .
.................................................... ........... ............. ............. ............ ............ ............... ................ .............. ................
SUB'TOTAL HOURS STAKINO (GRAVEL BASE) I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........... ................. ........................... ...... .............. .............. ............... ............... ............... ............. .............. ............... ............
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19.J"n'74
JEFfERSON COUNTY ENOINEEPI ESTU"1E
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COUNTY ROAD PROJECT CR09S3
CHlMACUH ROAD
CONSULTANT IIOIlK scope
COST ESTIMATe WORKSHEET FOil CONSTRUCTION eNGINEERING
Prafesfonal Sontor Senior
Projoct Project Lend Engineer' Surv~vorsl Surveyors Greph I c. Clericel
M4nager Engineer Surveyor Tech. Tech. Tech. eSTIMATED
....e............._ ..................... ........---........ ........-........... .......oo......-..- ..--................ ........-............. ........--..........
S35.00 S25.00 S25.00 SI8,50 S18.00 S15.50 SI5,50 S11,50 HooRS
Per Hour Per Hour Per Houl" Per Hour Per Hour Per Hour Per HOll,. Per Hour
:........ .........IXlC .zr.......:a... all...IllClII... ...=....... .........a. 11118=....118. :1lI:a:rIll..';I';/I'.. ...=..ZlIB:::* ..2::1....=..
0.00 0,00 0.00 0,00 0,00 0.00 0.00 0,00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
0.00 0.00 0.00 .
............. .r................ ..................... .-........-....... .................... ...............--.. ...................... ..................... ...................... ..................
TAKING: 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
............. ..................... .................... .. ............. ................... .................. .................. ................... .................... .......................
TIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
0.00 0.00 0.00 .
............. ................... .................... .................... ...................... ................... ....................... .................... .......................... .......................
TAK/NO: 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
............ ................... .................... ..................... ...................... ....................... .................. ..................... ................... ......................
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.DO 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 .
........... ............... ............. ................ ................... ..................... ..................... ................... ..................... ......................
OAS!) I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.............. ............... ................. ................. ................. .................... .................... .................... ................... ....................
trovel tI.... for thh te.k
0.00 SU8-TOTAL HOURS' SIOEIIALK STAKING:
trav.l tl.... for this cask
0.00 SUB'TOTAL HOURS' DRIVl!IIAY STAKING:
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CHIIlACUIl ROAD
CONSUL TA.~T IIORIC SCOPE
COST ESTlNATE IIORICSHEET FOR CONSTRUCTION ENGINfiERING
(
Profes,onal Sent or Seni or
TAUI Project Project Land Engineer' Surveyorsl Surveyor. Gra"" t co Clerical
M.nage,. Eng I ""er Survoyor Tech. Tech, Tech. ESTIMATED
............... .................. ...................... ..........-..-...... ---................. ...................... .................... ....-................
LAIIOR REQUIREMENTI $35.00 125.00 125,00 118,50 ITS.00 115.50 515.50 $11.50 NOURS
Par Hour Per Hoyr 'er Hour Per Hour Per Hour Per Hour Per Hour Per Hour
.1:I............................II.........a...IIII...... ........... ..........11. ....:11..11..* ...&....... ..=-...11:1..11I a...a...:IIII:II ........... 1lI...=...... a..=a...c..
SURFACING STAICING (CSTC . YELLOIl TOPS'
Ch f "",cu. Road 1850' 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.00
; Old Hadloek Road 540' 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00
Ne. Old Hadlock Road 127' 0.00 0.00 0.00 0.00 0.00 O.CO 0.00 0.00 0.00
La"" Street lOa' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0,00 0.00
Bl."ch. Ave..... 75' 0.00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00
Morr i nay Avonue 100' 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Church Lone 100' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
CAlCllLATlONS AND NOTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00
....................................................................... ................ ................. ................. ................... .................... ...................... ...................... ...................... .....................
SUB, TOTAL HOURS STAKINO (CSTC,. 0.00 0.00 0,00 0,00 0.00 0.00 0,00 0.00
................................................................................. ................. ............... .................... .................... ..................... ..................... ..................... ..................... ....................
PREl.EVEL LINIT MARICINO
Ch tma.,," Read 1850' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hadlock Road 549' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Le"" Street laO' 0.00 0.00 0,00 0.00 '0.00 0.00 0.00 0.00 0.00
Blanche Avenue 75' 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
Norrlll'Y AYlnuo 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Church Line 100' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
CALCULA T I 0111 ANa NOTE RIDlJCT I DNS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
:UVIL TIMI 0.00 0.00 0.00 *
I.... 'cui: T~T;~. ;;;U;;."'....... .;;E~EW~. M;;Ki "0;' ................. ................... ................... ..................... ..................... ................... ...................... ..................... ...................
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
..................... ..................................................... .................. .................. ................... .................... ................... ................. ................. .................. .................
.
trlvel time for this took;
0.00 SUB'TOTAL HooRS ~
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0.00 SUB-TOTAL HOURS,
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JUnRCON COUNTY INOINIIAB 1'''''''T8
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COUNTY ROAD PROJECT CR09S3
CHlMActJ!l ROAD
CONSULTANT IIORK SCOPE
COST ESTIMATE IIORKSHEET FOR COIISTRUCTION ENGINEERING
Profell1anat Senf or Senior
Project Project Lend Englneerl Surveyorsl Surveyors Gr8ph i en Clerical
Man2ger Eng f n~er Surveyor Tech. Tech, Tech.. ESTIMATED
-...........--.... ..................... ......-.............- ....................- ----........_-- ......----..--- ....-................ .............--....
535,00 S25.00 S25,OO S18.50 S18.00 S15,50 515,50 Sl1.50 H~RS
Per Haur Per Hour Pel" Hour Per Kour Per Hour Per Hour Per Hour Per Hour
===:::aZl~=II======1Il .1II:8=:a::.2:/:III:::II' =IIlJ:ll:r:lI===_=_ "......zr..E ........... .gczr....all. JllIlI..UllIilllIl:I::Z ....=lII=:l:U.$ ..~.a...=.. ...==::Il:a:il..
DPS)
0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0,00
0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00
0,00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0,00 0.00 .
.--..................... ...................... ---..---..--. ....................... ..................... ...-............... ................... ......-....--...... ................... ..-..................
;TAKING (CSTC), 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,....................--.. ..................... ...................... ................. ..................... ................. .................- .................... ................... .....................
0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0.00 .
........................... ................. .................... .................... ...................... ................... ................... .................... ................. ....................
LEVEL MARKING: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........................... .................... .................... ..................... ..................... .................. .................... ................. .................. ....................
treyel time for thlo Uok
0.00 SUB-TOTAL HOURS I STAKING (CSTC),
trevel tlms for th 10 teok
0.00 SUB'TOTAL HOURS I PRELEVEL MARKING.
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travel tIme for thlo to.
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travel tlm for thl. to,
0.00 SUB'TOTAl HOIJRl
travel time for thla tol
0.00 SUB'TOTAl HOURI
travel time for thl. tol
0.00 SUB'TOTAl HOURI
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COUNTY ROAD PROJECT CR0953
CHIMACUM ROAD
CONSUL 7ANT IIDIlK SCOPE
COST ESTIMATE WOflKSHEET FOIl CONSTRUCTION ENGINEERING
(
Profes',,",,' Senior senior
TASKS Project Project Lard EngIneer, Surveyors' Surveyors Gra""lc. ClerIcal
Mena2er EngIneer Sl..wveyor Tech, Tech, Tach. ESTIMATED
............--..- ....................... ....................... ..................... ....................... ................-..- ---................ ............-........
LABOII REQUIREMENTS S35.DO S25,OD S~5,OO Sl8.50 S18.00 Sl5,5D "5.50 "'.50 HooRS
Per Hour Per Hour Per Hour Per Hour Per Hou~ Per Haul" Par Hour Per Hour
;llIIIII;II..:a..~.:=!.....11..'JIz:.=.:II.:a....=:lIl==a..==::.====Illr.... .::1.......11.. IUlI:a:Da..:II!:IIS11 .....z:c.lQl. ...-....a..;,. allau...a... .......2:'11.. II:s.r....a=-. .....%11=1'111:1 IIrZ.I:I'Il...*..
STRIPING AND TRAFFIC CONTROL
Chlmac,," Road 1850' 0.00 0.00 0.00 0.00 0.00 D.OO 0.00 0.00 0,00
Old Klldlock Road 549' 0.00 0.00 D.OD 0.00 0.00 0.00 0.00 0.00 0,00
, New DId Hadlock Road 1~7' 0.00 0,00 O.OD 0.00 0.00 0.00 0.00 0.00 0.00
Lawn Street 100' 0,00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0,00
Rhlnche Avenue 75' 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00
Morrfsoey Avenue 100' D,CO 0.00 0.01l D.OD 0.00 D.OO 0,00 0,00 0.00
Church Lane 100' 0.00 D.OO 0.00 0.00 0.00 0.00 0.00 0,00 0.00
CALCULATlDNS AND NOTE REDUCTIONS 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 .
..............................................-..-....---............................ ...................... ....................- ---....-.......... ..-................. ..................- ..................-- ...................... ..................... ......................
SUB, TOTAL HOUR STRIPING AND TRAFF IC CONTROL: 0,00 0.00 0.00 0.00 0,00 0.00 0,00 0.00
.......................................................................................... .................... -.................... ...................... ...................... ....................... ................... ..................... ....................... .......---...........
SET SIGN POST LOCATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 ....,.~:~~. .
...................... -..- ............ ...... .............. ......-......... ..... .............. ...................... ........w............ ....................... _"__"00"_"'''- ......-............. ...................... .............-....- ......................
SUB'TOTAL HOURS SIGN POST LOCA TI DN: 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
...............o..... ........ ......_ _.. .._.._........... .................._.......... _.... .................... ..................... ...................... .................... -........---..-.. .................... .................... .............. ...............
STAKINO FENCE LOCATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 .
. ........... ................................................... ........ .............. .................... .............. .............. ................. .................... ................. ................ ...............
SUO. TOTAL HOURS STAKINO FENCE LOCATIONS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
............... ............ ... .......... ............................ ................ ............... ................ ................... .............. ............... ................. .............. ................
STAKING PRIVAIE SIGN LOCATIONS 0.00 0,00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
rRAVEL TIME 0.00 0.00 0.00 .
.............. ....... .......... ..................... ................... ....... ................. .................. ................. .................... ................. ................ ............. .............. ..................
SUB, TOTAL HOURS STAKING PRIVATe SIGNS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
............................................................................ ............. ................. ................ ................... ..................... ................. ............... ................. ...............
REST AK I NG (ESTIMATE) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
TRAVEL TlHE 0.00 0.00 0.00 .
......................................................................... ................ ................. ............. .................... ................... ................. ................. .................. ..................
SUB. TOTAL HOURB RESTAKING. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........................................................................ ................ ................... ..................... ..................... ................ ................. ................ ............... .................
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JEFFERSOH CooIITY ENGINEUS lOT/MATI
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COUNTY ROAD PROJECT CR0953
CHIi4ACUM ROfID
COliSUL TANT IIOllK SCOPE
COST ESTIMATE IIOllKSHEET FOR CONSTRUCTION ENqlNEERINQ
Profenional Senior senior
Project Project Land Engineer' Surveyors' Surveyor. Graphics Clerical
Menage,. Engineer Surveyor Tech. Tech, Tech. ESTlIlATEO
----.......-...... ..-........-..--... -----......_-- ...........-----.. ----............- ---_.........-.. _...-------- ...............---
S35.00 S25.00 S25.00 Sl11,50 SII1.00 $15.50 S15,50 Sl1,50 HOURS
Per Hour Per Hour Per Haur Per Hour Per Hour Per Hour Per Hour Per llour
====:1'11:=;111:.. ...==31:....1: I;I.=..*I::I~.. ....:.8C1I11.lUllU ..11..:11=.::11I.., .:111:==...... ........:1.. ......a.alll. ==a.1:2..==:I :.2==8:11212*..
0.00 O.CO 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0,00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00
0.00 0,00 0.00 *
...........-..... ....--.............. .................-- ......------.... ......--..........- ----............. ............---- ..-..-..----..- ........-....-- ...............
: CONTRO~ : 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
................... ................. ..................... ..................... .................. .................... ................... ................. ..................... ................
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0,00 .--...~:~? *
.................. ................... .................... .................... ...................... ..................... ..to................ .................... .....................
LOCATION: 0.00 0.00 0.00 0.00 0.00 C.OO 0.00 0.00
.................... ................ ................... .................... ................... ................... .................... ................. .................. ....................
0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 *
................... ................. .................. ................. .................. ............... .................... ...................... ................. ...................
,OCATlONS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.................. .................. .................. .................... .................... ................. ................... ................ ............... ..................
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 *
............... ............... ................... .............'...... ...................... .................. .................. ................. ..................... ...............
.TE SIONS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.............. ................. ................... ..................... ............. ............. ................... ................... ................ ..................
0.00 0.00 0.00 0.00 ".00 'ii.oo 0.00' 0.00 0.00
0.00 0.00 0.00 *
................ ................. ............... .........."...... ............. .............. ............. ............... ................. ............
ESTAKINO. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.............. .............. .............. .............. ................. ................ ............... "............... ................... ..................
0.00 SUO. TOTAL HOURS' STRIPING" TRAFFIC CONTROL.
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trsvel tlma for this tssk
0.00 SUB' TOTAL HOURS' STAKING FENCE LOCATIONS:
trovel tlma for this teek
0.00 sUB' TOTAL HOURS' STAKING PRIVATE SIONS
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COUNTY ROAll PROJECT CR0953
CHIMACUM ROAD
CONSULTANT WORK SCOPE
COST ESTIMATE WORKSHEET FOR CONSTRUCTION ENGINEERING
(
Prafesional Senior Senior
TASKS Project Project Land Englneerl Surveyorsl Surveyor. Graphics Clerical
Manager Engineer Surveyor Tech, Tech. Tech. ESTIMATED
.................- -..-----..--- --............--.. -.........-....--.. ..--..-...._....... ---................. ..............-...... ....--....--........
LABOR REQUIREMENTS $35.00 525.00 525.00 $18.50 518,00 $15.50 $15.50 $11.50 HOURS
Per Hour Per Hour Par Hour Per Hour Par Hour Per Hour Per Hour Per Hour
.:lI:aa======.=====:a:r==...lur;zr:r:ll==.=......:l.2Ii1z.a..=:... JlIOl1l1.=====.. :::I:az:lI:r=az:==z =_=...C:IIZ:i:I. .:II::I:II3I:11aoa.. ..allaaSllI:rlI.. ==-=11':11=.1111.. ..aa::l...aga _:=...:11:11=:1_ 8a=:I::I=..:_.
FIELO GRADE CHECKS FOR UNOERGRaJNO CONFLICTS 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00 0.00
TRAVEL TIME 0.00 0.00 0.00
. ......--...... --......... -..........- ----..---.... .....--.... ---- ---......-... .......-....-....- -..-....-..--... ....----........- ---......--...- --.....-..--.... ........................ ............... ...................... ................
SUB-TOTAL HOURS GRAOE CHECKS U.G. COHFLICTS: 0,00 0,00 0.00 0.00 0,00 0.00 0.00 0,00
...............-... -....... - -......... ....... ....-.. .......... ..........-...... .......-........... ........-....-..... ...................... ..-....-..--..-.. ....-............... .................. .....-............ ...-............... .........-..........
PERFORM liAS CONSTRUCTED" SURVEY OF I MPROVEHENTS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 *
............................. ..... ........................ ..... ........ ......... ........... ................... ..................... .................. ................. .................. .................... .................. ..................... ................-.
SU6-TOTAL HaJR AS CONSRUCTED SURVEYS: 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
............................... -....... ..........................................-........ ......-.............. ...................... .................... ..........-....... ..................... ................... ..................... ................ .....................
PREPARE RECORD DRAIII NOS OF COMPLETED FACILITIES 0.00 0,00 0.00 0.00 0,00 0.00 0,00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 .
...................................................................-............ ................. .................... ................. ......................... ................. ................ ........................ ...-............... .....................
SUB-TOTAL 1l00RS PREPARE RECORD ORAIIINGS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........................... ......... .................... .............................. ...........-.... .................. ................. .................. ..................... ................... .................. ................... ...................
MONUHENTATION: set straddler. and monLlMnts
Old Hadlock Road, P.I. 110+51 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Old Hadlock Roed, (Angle Point) H2+12.44 0,00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
Old Hadlock Road" P.I. HO+98.61 . H3+78.33 0.00 0.00 0.00 0.00 O.O~ 0.00 ' 0.00 0.00 0.00
ChfmacLm Road" P.I. 1:3+43.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Chfmar.un Road" (Angle Point) C4+88.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Chlmec,," Road, P.I. C6+64.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Chlmec,," Road, P.I. CI5+09.111 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
chlmec,," ROed, P.I. CI7+42.10 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Chlmec,," Roed, P.I. Cl11+l0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CALCULATIONS ANa NOTE REDUCTIONS 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0.00 0.00 *
............................................... ............ .............. ... ................... .............. .................. .................... .................. .............. ................ ................... ................
SUB' TOTAL HOURS MONUMENT SETTING: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
..................................................... ........ ................... ...... ....... ................ ..................... ................... .................. .................... ................ .................... .................... .................
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JEFFERSON caJNTY ENOINElRI EOTIHATE
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travel tlmo for this tas.
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travel time far thla task
0.00 SUB-TOTAL HOURS
travel time 'or this task
0.00 SU8-TOTAL HOURS
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CHIMACUM ROAD
CONSULTANT IIORK SCOPE
COST ESTIMATE WORKSHEET fOIl CONSTRUCTION ENGINEERING
Profesional Senier Senior
Project PI'OJ ect Land Engineer, SUI'veyors/ Surveyors Graphics Clerical
Menager Engineer Surveyor Tech. Tech. Tech. EST /MATED
.............-- ............--.... ....................... ....--..........-.. .........-............ ...............-...... ..-.................. ....-----......
535.00 525.00 525.00 518,50 518.00 515.50 515,50 511,50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
===::;r::a:_ ==:r====_::I:III::I =====..=:1== ====...::1:1:11= ..=.===.... _:111::11..1:1_==. =..:111:;..:1... .....:.:::1':.;==. .=2:111I===-=.. all==a...aall'
CTS 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0,00 0.00
0.00 0.00 0.00
................ ...........--....-- .......-......-_.... ..----_......... ..........-......... ..-........_....... ....-.............-.. ......----........ ....---.........- ......----..-....
NfL/CTS: 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00
...._-..-_... ..........-......... ...................... ----..-..-..-- ---...........-- ..................... .................. ..................... .....--.............. ....------......
EMENTS 0,00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00
0,00 0.00 0.00
-....--...-.. ..................... ..................... ~.. ..................-- --............... ....--...-....... ...........-......... ..................... .-----......... ......................
SURVEYS, 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00
.................. ..................... ..--............ .........-...... __...e............. ..................... .................. ...................... ................. .....................
~ IT I ES 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
0,00 0.00 0.00 .
.--........... .......-.....__... --................... ...................... .................... .............-....... .. .........-.... ................... ..................... ...................
lAW/NGS: , 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
.............. -..-......-...--. ......--........... ............-...- ....................... ..................... ...................- ................... .................... ......................
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0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
12.44 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
>78.33 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
0.00 0.00 0,00 0.00 0.00 0,00 0.00 0.00 0.00
18.69 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0,00 0.00 O.M 0.00 0.00 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 .
,............ ............... .................... .................. .................. ................. ................. .................. .........-.--... .................
IETTINO: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
,........... ................ -........... ........... ............ ........... ........... ............. ............. ........'....
IN COUNTY fNOINE!RI !lY/MAT!
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0.00 SUO, TOTAL HOURS' PREPARE RECORD DRAWINGS,
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CNlMACUM ROAD
CONSU~ T ANT WORK SCOPE
COST ESTIMATE WORKSHEET fOP. CONSTRUCTlOH E~GINEERING
(
Profesional Seni or Senior
TASKS Project Project Land Engineer' surveyorsl Surveyors Gra""Ics Clerical
MaNlger EngIneer Surveyor Tech. Tech. Tech. ESTIMATED
................ ............... .................. ...................... ..................... ..................... ................... ......-....-........
LABOR RECUr RENENTS 535,00 525. ~o 525.00 S18.50 518.00 515.50 515.50 511.50 HOURS
Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
.===II.=..=..=....===1I:....=.=..1Il.....llf...s...:=..=.... .::11I:11......... II..==...J:I'.. ...allllll;li1lall::l_ .:1.......:1. .....a...... .......Slr.. ...:..a.m:llc. .a.......... aaX:UI.C:I.CllI
PREPARE RECORD OF MONUMENTS fOP. ONR AND 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
JEfFERSON COUNTY RECORDS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.. ..-..................... ........ ........ -........-.... ........ ................. ............ ....................... -...................... ..-................. ................. ..................-.. .................... ..............-.... ..................... ........................
,.8SERVATlON OF CONS1RUCTlON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.... -............. ................... ....................... ......... ........ ..................... ...................... ................. ...................... --..-............... ...................... ............-........ .................... ...................... ...........................
PREPARE DAILY FIELD REPORTS 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0,00
.. ...... .............-.............. .............. .......... .......... ................ ........ .................... ................... ....................... .................. ..................... ...._-............. ................... ...................... ............-....-....
COORO I NATE/DOCUMENT EXTRA WORK fOR fORCE ACCOUNT 0.00 0.00 0.00 0,00 0.00 0,00 0.00 0.00 0.00
..................................-............................................................ .................... ..................... ..-................ ................. .................. .................... ....................... ..................... ..-.................
OBSERVATION Of MATERIAL PRODUCTI ON PLANTS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
..................................-...................................................... .................... ...................... ..................... ..................... ..................... ..................... ...................... ...................... ....................
PREPARE PUNCH LIST ITEMS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TRAVEL TIME 0.00 0,00 0.00 .
............................................................................................... ................... ................... .................. ..................... ...................... ..................... ..................... ..................... .....................
SUB' TOTAL HooRS PREPARE PUNCH LISTS. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
.. ............ ..... ................. .......... ...... .......... .......... ..............w.... ..................... ................... ...................... .................... .................-.. ...................... ...................... ..................... .....................
TAKE PHOTOGRAPHS OF CONSTRUCTION PROGRESS" SSUES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
......................... ..... .................... ................. ................. ...... ................... ................... ..................... .................... ..................... ..................... ..................... ..................... ......................
VIDEO PROJECT SHE 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
............................................................................................... ...................... .................... ...................... ..................... ..................... .................... ...................... ...................... .....................
SUBTOT~L I HOURS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
TASK 5 , COHSTRUCTlOH SURVEY DOLLARS $0.00 SO.OO 50.00 SO.OO 50.00 50.00 50.00 SO.OO 50.00
.......................................................................................... .............. .... ................... ..................... ..................... ..................... ................. ................... ..................... ......................
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CHIMACUM ROAD
CONSULTANT I/ORK SCOPE
COST ESTIMATE IIORKSHEET FOR CONSTRUCTION ENGINEERING
Profestonal Senior Senior
Project Project Land Engl"eer/ Su..veyors/ Surveyors Graphics Clerical
Manager Engineer Surveyor Tech. Tech. Tech, ESTIMATED
.......-........... ............-....... ..-.................. ...................... -.................. ....-..----...... .......--........... ..-..............--
S35,oo S25.00 S25.00 S18,50 S18.00 S15,50 S15,50 S11.50 HOURS
Per Hour Per Ifour Per Hour Per Hour Per Hour Per Hour Per Hour Per Hour
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............. ................. .........-...... .........-...-- ...-.........-.. ............. .........-......... ...-................ ..................... .........................
OUNT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
..-...... .-............... ................... ...-.............. ................-.... ...................... ....................... ................... ..................... ...................
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0.00 0.00 0.00 *
.......... ................... ...................... ................... ......................... ............... .................. ................ ................ ...................
ISTS: 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
........ .................. ............... .................... ..................-.. .................. ................. .................. ................ ..................
lUES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
........... ................ ...................... ................. ................ ................... ................ ................... ................... .......................
0.00 0.00 0.00 0.00 O.OD 0.00 0.00 0.00 0.00
......... ................... ................ ...................... ................... ................... .................. .............. .................. ...................
~OURS 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
LLARS SO.OO so.Oo SO.OO $0.00 SO.OO SO.oo SO.oo So.OO So.oO
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION SOARD
RURAL ARTERIAL PROGRAM
PRELIMINARY PROSPECTUS
1991/93 Biennium
County Jefferson
Identification:
Road Hame:Chimacum Rd.
Fed. Funct. Class: 07
Ending Milepost: 0.35
Leg Dist: 24
Beginning Milepost:~8
six Year T.I.P. Priority No.:~
Description of Project and Conditions to be Corrected by Project:
The Chimacum Road Project will widen and provide pedestriau
facilities for approximately 0.27 miles of the Chimacum Rd. in
Hadlock. The project will also provide for underground "
drainage improvements. The problems to be corrected are
reducing pedestrian/vehicle conflicts, remove standing water
from the roadway, overlay the existing AC pavement and provide
an extension of the two-way left tur.n channelization to reduce
left turn conflicts into existing business. Major items of
work include drainage improvements, curb, gutter, and
sidewalk, A.C. Pavement, and pavement markings.
Estimated Total Cost:~
RATA Funds Requested:S 184.160.00
Matching Percentage:~of Construction
Stand-alone Bridge Project? (HER' SER): Yes No
3R or Reconstruction? (NER):
(Circle One)
)
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Local Project Approval:
Preliminary RAP Projeot Prospectus prepared under the
supervision of:
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JEFFERSON COUNTY
WASHINGTON
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BIENNIUM 91-93
(
N&:1HWEST REG:ION
COUNTY Jefferson
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RAP PROJECT PROSPECTUS
(WAC 136-130-040 and WAC 136-160-020)
iDENTIFICATION
Road Name r.him"rllm
Fed. Functional Class
n7
(
Project No. ~ ~~ 2 ~ ~~ (See instructions) state Leg. Diet. 24
Beginning M.P. 0.08 Ending M.P. 0.35 Length 0.27
DESCRIPTiON OF PROPOSED iMPROVEMENT (Use second sheet i~ necessary)
The Chimacum Road Project will widen arid provide pedestrian facilities for approximately
0.27 mi,les of the ChimacumRd. in Haaaock. The project ~1i11 also provid~ for underground
drainage improvements, The problems to be corrected are reducing pedestrian/vehicle
conflicts. remove standing water from the roadway, overlay the existing AC pavement and
provide ~n extension of the two-way left tUI'n channelization to reduce left turn conflicts
into existing business. -Major items of work include drainage improvements;'burb, gutter.
and siBi-~~1J<se~' ~'t::.~rrf~t()a't:~d P5~fi'IleY~9~a~f1~~lpated Ending Date December 1993
Estimated Total' Cost $ 265.200 RATA Funds Requested $ 185.000 *
*RATA funding is n2t approved for right of way acquistion or
preliminary engineering ,
iNITiAL PROJECTPiORITrZ~TIQH
I,
f.
Regional
HU1lnl.Ull
10
10
40
40
5
105
project
B.G.ing
10
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Traffic Volume
Traffic Accidents
Structural
Geometries
Special
TOTAL
lP-CAL PROJECT APPROVAL
RAP project Prospectus prepared under the supervision of:
---->
69
NWR Ratinq Points
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~9nature Of~ty Engineer/Date
RAP project Prospectus submitted to CRAB with the approval of:
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signature of Chairman ot Board
or County Executivo / Date
KWR 02/13/86
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~~t: n6-130-040
Sheet 1 of 9
county:
eJ".f!i../$"C / /
Project Name: t!h/n> bt'!vn/ .e.,..J
project No.:
(from prospectus)
six Year T.X.P. Priority No.:~
WORKSHEET REC~
Possible
~
TRAFFIC VOLUME 10
TRAFFIC ACCIDENTS 10
STRUC1~L(Ra~. only ona type)
Asphalt 0'1: L.B.S.T.
Portland Cement Concrete
Gravel 0': Earth
v!~ual Rating 10
R~adrat~r Rating 30
Subtotal
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40
GEOMETRICS
. Width
Horizontal Alignment
Vertical Alignment
20
10
10
.:U!)
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Subtotal
40
SPECIAL
Major Collector (07)
TOTAL NWR RAP WORI<SHEE'l' RA'l'ING
5
105
Scored
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Note:
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'. 0
'mm 02/13/86
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Page 8 ot 38
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~~~ ~36-130-040 '
Sheet 2 or 9
TRAFFIC VOLUME (10 Points Max.)
Current Est. ADT -,ig2Q CUrrent Est. Truck ADT (if known)~
Determine Traffic Volume Rating using Table below
AnT - Average Weekdav Traffic Volumes
TRAFFIC VOLUME RATING ....LL
TRAFFIC ACCIDENTS (10 Points Max.)
Equivalent property Damage only Accidents, Three Year Average
Property
Damage
Only
Year
Injury
Fatal
19tf 0
19, -r
19U ;2...
Subtotal b-
Factor xl
..2::-
;2-
X6
t:)
"X25
~ - ~ (Total)
/7
(Total)
s-
l' 3 l' t),.?7
(Length
in miles)
Determine Accident Rating
using Table below
.!.b..
+
+
:i/
(Eq.ACc.
/ mile)
'rRAFFIC ACCIDENT RATING ~
ACCIDENT AND TRAFFIC RATING TABLE
Average
AM'
Average
Truck AM
Equivalent Rating
Ace/Milo Points
< 50 < 5 0-2 0
50-100 5-10 3-4 1
100-250 10-25 5-6 2
250-500 25-50 '-8 3
500-750 50-75 9-10 4
750-1000 75-100 11-12 5
1000-1250 100-125 13-14 6
1250-1500 125-150 15-16 7
1500-2000 150-200 17-18 8
2000~2500 290=~5~ 19-20 9
_Sf!~~~:_______~~________~~~________~~__
Note: Use the highest value ot AnT or Truck ADT
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Page 9 of 38
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WAC 136-J.30-040
Sheet 3 of 9
ROADWAY STRUCTURAL CONDITION (40 Points Max.l
VISUAL RATING (10 Points Max.)
. Roadway shal~ be structurally rated by the following types: Asphalt and
.L.B.S.T., Portland Cement Concrete, and Gravel or Earth on the appropriate
form. Ratings for the Structural Condition shall be reviewed and adjusted
for consistency with rating criteria by the RAP Engineer.
y.SPHALT OR L.B.S.T. ONLY
Type
of Distress
Degree
of Distress
percentaqe
of Distress
Max.
pts. Points
1-15'
16-30'
>31'
Rutting
S~ight (1/4"-1/2")
Moderate (1/2"-1")
Severe (I" or qreater)
4
--6.......
o
1
2
1
2
3
2
3
4
Ravelinq
Slight
Moderate
Sev~re
3
~
o
1
2
1
2
2
2
3
3
corrugations S~ight (1/4"-1/2") 1 3 6
Moder~te (1/2"-1") 3 6 8
Severf (1" or greater) 6 8 ~O 10 --L--
---------------------,.-----------------------------------------------------
Alligator
Cracking
S~ight (less than 1/8")
Moderat~ (1/8"-1/4")
Severe (1/4" or greater)
1
3
5
3
!i
6
5
6
8
'"
-'
8
Transverse
Cracking
S~ight (less than 1/8")
Moderate (1/8h-i/4")
Severe (1/4" or greater)
--L.:-
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1
2
1
2
3
2
3
4
4
Longitudinal
cracking
S~i9ht (less than 1/8")
Moderate (1/8"-1/4")
Severe (1/4" or qreEater)
o
1
2
1
2
3
2
3
4
4
..2-
~--------------------------------------------------------------------------
Patching S~ight 0 1 2
Moderato 1 2 3
Severe 2 3 4 4 ~
---------------------------------------------------------------------------
,~
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Flushing s~ight (Bleeding) 0 1 2
Moderate (Course Agg.) 1 2 3
Severe (BliCk) 2 2 3 3 ~
---------------------------------------------------------------------------
Condition Rating - Point. . 4 - ~ . ~
ROADWAY STRUCTURAL CONDITION RATING - ASPHALT OR L.B.S.T. ~.J-
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NWR 02/13/86
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~;;;; 136-130-040
Sheet 4 ot 9
ROADWAY STRUCTURAL CONDiTION (Continuedl.
PORTLAND CEMENT CONCRETE PAVEMEh"TS ONLY
T}'pe Deqree Percentage Max. Rating
?f'Distress of Distress of Distress Pts.
T---------------------------------------~:~;;---~~:;~;---;;~;--------------
,
~--------------------------------------------------------------------------
crackinq 1-2 Panel Lengths 1 2 4
3-4 Panel Lengths 2 4 6
> 4 Panel Lengths 4 6 8 8
---------------------------------------------------------------------------
'Ravelinq
Slight
Moderate
Severe
o
1
2
1
2 ·
:2
3
2
3
3
---------------------------------------------------------------------------
Joint
Spalling
1
2
3
:2
3
5
3
5
6
6
1/8"-1"
1"-3"
> 3"
---------------------------------------------------------------------------
Pumping
1
2
3
2
3
4
3
4
5
5
Slight
Moderate
Severe
---------------------------------------------------------------------------
Blowups Number / Mile 1 2 3 3
---------.------------------------------------------------------------------
Faulting 1/8"-1/4" 1 2 4
1/4"-1/2" 2 4 6
> 1/2" 4 6 8 8
---------------------------------------------------------------------------
Patching
o
1
2
1
2
3
2
3
4
4
< 5' ot Panel
6-25' ot Panel
> 25' ot Panel
---------------------------------------------------------------------------
favement < 1/4" 0 1 2
Wear 1/4"-1/2" 1 2 3
! > 1/2" 2 2 3 3_
---------------------------------------------------------------------------
Condition Ratinq - points ~ 4 - _____ . 4
ROADWAY STRUCTURAL CONDITION RATING - pec
h"WR 02/13/86
Page 11 ot 38
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ROADWAY STRUCTURAL CONDITION (Continued)
GRAVEL OR EARTH ONLY
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nc 1.36-130-040
Sheet 5 of 9
Note: Rate only those qualities which cannot be readily corrected by
maintenance blading
trype Degree Percentage Max. Rating
bf Distress . of Distress of Distress pts.
~--------------------------------------------------------------------------
1-1.5'
1.6-30'
>31.'
Heaving
---------------------------------------------------------------------------
4
Slight
Moderate
Severe
o
1.
2
1
2
3
2
3
4
---------------------------------------------------------------------------
Rutting
slight
Moderate
Severe
o
1.
2
1
2
3
2
3
4
4
potholing
---------------------------------------------------------------------------
4
Slight
Moderate
Severe
o
1
2
1
2
3
2
3
4
Drainage
---------------------------------------------------------------------------
8
Good
Fair
Poor
o
2
4
2
4
6
4
6
8
---------------------------------------------------------------------------
surfacing
Depth
Good
Fair
Poor
o
2
6
2
4
8
4
6
10
10
---------------------------------------------------------------------------
Good 0 2 4
Fair 2 4 6
Poor 6 8 10 10
~---------_.._---------------------------------------------------------=====
, ' Condition Rating - point. to 4 to "
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Quality /
NWR 02/13/86
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ROADWAY STRUC'1'tJRAL CONDITION IlATltlG - GRAVEL OR EARTH
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w>.c 136-130-040
Sheet 6 of 9
~OADWAY STRUCTURAL CONDITION - (Continuedl
ROADRATER RATING (30 Points Max.)
For counties which do not have an actual truck count available the follow-
ing rating procedure, taken from the Asphalt Institute Manual Series No. 17
(MS-17), shall be used. If a county wishes to develop the INITIAL TRAFFIC
NUMBER (ITH) by an actual truck count, please follow the procedure provided
in the MS-17 Manual.
..
~NITION OF TERMS
I
URBANIZED RURAL AREA is defined as primarily residential with emphasis
on light traffic with 20' or less of the area in agriculture,
timber, or industrial use.
AVERAGE RURAL AREA is defined as primarily agricultural area with farm
to market hauling.
HEAVY RURAL AREA is defined as primarily timbered or industrial use
with heavy hauling.
PROCEDURE
1) Determine the NUMBER OF HEAVY TRUCKS (NHT)
NHT - ACT x (A/100) x B
where A - Percentage of heavy trucks in design lane
A-50 for a two lane road
A - 45 for a four lane road, and
B - Percent of heavy trucks in traffic stream
B 0.08 in Urbanized Rural Area
B - D,14 in Average Rural Area
B - 0.16 in Heavy Rural Area, and
Locate NHT on line C, Figure III-l
Determine the GROSS MASS OF HEAVY TRUCKS (GMHT)
2)
3)
GMHT 25k in Urbanized Rural Area
- 30k in Average Rural Area
- 40k in Heavy Rural Area
Locate GMHT on line D, Figure III-l
Connect the 'values on lines C and D with a straight line, extend line
C-D to intersect line B to establish the PIVOT/POINT
Determine the SINGLE-AXLE LOAD LIMIT for line E, Figure III-l
Use 18,000 lb.. tor all applications
Locate the value of 18,000 lbs. on line E
4)
NWR 02/13/B6
Page 13 of 38
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Sheet 7 or 9
ROADWAY STRUCTURAL CONDITION (Continued)
5) Connect the value ror the SINGLE-AXLE LOAD LIMIT on line E with the
PIVOT POINT on line B and extend the connecting line to line A
6) Determine the INITIAL TRAFFIC NUMBER (J;TN) where extended line E-B
,intersects line A
FIGURE III-l
TRAFFIC ANALYSIS CHART
(For Determining the Value of the INITIAL TRAFFIC NUMBER)
A- Il
10.GOO
',GOO
~,llClO
4.000 D
J,tlClG IS
!,GOO
! on
~ E
1,000 ~ __JI
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400 !'S
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II ! D
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~ 2 iIO
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"NWR 02/13/86
Page 14 of 38
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WK~ 136-130-040
Sheet 8 of 9
~AY STRUCTURAL CONDiTiON (Continued)
To determine the DESIGN TRAFFIC NUMBER (DTN) ot the existing roadway enter
the DESiGN REBOUND DEFLECTION from the STRUCTURAL ADEQUACY EVALUATION tests
made by tha Benkelman Beam or Road Rater on the chart below, Figure II1-5
FIGURE IIX-5
DESIGN REBOUND DEFLECTION CH.'\RT
(For Determining the Value ot the DESIGN TRAFFIC NUMBER)
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DUIClN tIAl'ftC NlMIItI ."..
Point Value for structural Rating - [1 - (DTN t 'ITN)) x 30 - .l2:..!e..-
Lte:'
When 1 - (DTH .. XTN) > 1 then Point Value to'!: structural Rating - 0
Growth factors are assumed to be ot
ROADWAY S'l'RUCTORAL CONDI'l'ION - ROADRATER .L1J:..'
NWR 02/13/86
paIJe 15 of 38
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"..-C 136-130-040
Sheet 9 of 9
.
.
GEOMETRIes (40 Points Ma~
The Geometric Rating shall be reviewed and adjusted as appropriate for
consistency with rating criteria by an independent consultant retained by
mutual consent of all the counties in the region.
t
PAVEMENT WIDTH
Existing Pavement width (WPE)- ~
Design Pavement Width (WPD) - ~
SHOULDER WIDTH
Existing Shoulder Width, (WSE)- ~
Design Shoulder Width (WSD) - ~
WIDTH RATING (20 points Max.)
[(Wpo - WpE) + (WSD - WSE)) x 2.5 - '16 - Rating ~.r-:<,- .~e>
ALIGNMENT RATING (20 Points MAX.)
Horizontal Alignment
Good (0-3) Fair (4-7) poor (8-10)
-2......
Vertical Alignment
Good (0-3) Fair (4-7) Poor (8-10)
\,~. ..
TOTAL GEOMETRIC RATING ..i!L
lPECIAL RATING (5 Points Max.)
It the project is on a Major Collector (07) add 5 points
.If the project is DQt on a Major Collector add 0 points
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NWR 02/13/86
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Page 16 of 38
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO.
10-91
Initiating a County project
designated as ~.
x
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IT IS HEREBY RESOLVED that Chimacum Road. from Mile Point
0.08 to Mile Point 0.3~.
Be improved as follows:
Widen to include two-way left turn channelization,
construct storm drainage facilities, curbs, gutter and
sidewalk, surface with A.C. Pavement, and install traffic
facilities.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the county
Engineer'S estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
$30.000.00
Engineering: -0-
Right of Way
Acquisition: -0-
0.00
$30.000.00
$230.200.00 ($184.160.00
Rural Arterial Program)
$260.200.00 ($184.160.00
Rural Arterial program)
XX This project is included in the officially adopted annual
road program as Item NO.--11--.
Sub-Total: -0-
construction:
iQ!; Contract
_ County Forces
TOTAL
-0-
The projects hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
xx The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by county forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
~ ---
r??1< DAY OF ~ dAW '='1f ,LtC? / .
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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PASSED AND ADOPTED THIS
SEAL:
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM
PROJECf AGREEMENT FOR CONSTRUCfION PROPOSAL
Project Number. 0932501
Name of Rood: CH1MACUM RD
Approval DDle: 05-(J7-91
Submi/lmg County: JEFFERSON
Worl< Order Number. 16009272
M.P. .08 To .35
Local CRP Number. CR0963
TOTAL AMOUNT OF AUTHORIZED RATA FUNDS: $ 185,(J(}O
IN CONSIDERATION of the allocation by the COunty Road Administration Board (CRABoard) of rural arlcnaltrust account (RATA) funds
to the project in the amount let out above, the county hereby agrees that as condition precedent to payment of any RATA funds allocated
at any time to the above referenced project, it accepts and will comply with the tC'nI'lI of this agreemcnt, including the lennl and conditioll&
set fonh In Chapter 49, Laws of 1983, 1st Ex, Scstl, (R(''W 36,79); the applicable rules and regulations or the CRAIloard (WAC 136-100
et.scq.) and all n:pruentatlona made to the CRABoord upon which the fund allocation was bued; aU of which are familiar to and within
the knowledge of the county and are incorporated ht'rcin and made 0. part of thilagreement, although not attached. The officcr of the county,
by his/her signature belOW', hereby certlfiCl on behalf or the county that matching funds and other fundi; n:prescnlcd to be committed to the
project will be avuilal;lle as necessary to Implement the pl'Ojectcd development of the project as set fOl1h in the construction proposal
pl"06pectus, and acknowledges that funds hereby authorized are (or the development or the construction proposal as defined by RCW 36.79.
The county hereby agrees and certifies that:
(1)
It is in compliance with the proviSions of WAC ch. 136-150 regarding eligibility for RATA funds. If the county Is found
not 10 be In compliance with the pl'OYislons of Chapter 150, such non-compliancc may be cause for the CRABoard to
withdraw or deny th~ Certificate of Good Practice of that County.
The project will be constructed in accordance with the information furnished 10 the CRABoard, and the plans and spceifi..
cations prepared by the county engineer.
It will nallfy thc CRABonrd when a contracl has been awarded and/or when construction has started, and when the
project has been completed.
It will relmbunc the RATA in the _nt a project post audit revenls improper expenditure of RATA funda.
(2)
(3)
(4)
.ll..1h2.s:2f.1Lor Ihe nmiect exceed the amnunt of RATA funds authorized hv thf: CRAt1oartf. set forth aboYe, and Ihe required mo.lchlna: rundl
and olhet fundi represented by the local 'BCncy 10 be committed to the project, the 1~81 D2enev will Day.1I Dddhlonal ('MIl neCCQBrv to
eomnlele the arolect a..ubmltted to the CRAlloard.
IN CONSIDERATION of the proml... and perfomance ot the stated condlllons by the county, the CRAl10ard herebyagre.. to rcimbunc
the county (rom RATA rundl allocaled, and not otherwise, for UI reimbursable coe.. not to exceed the amount above specined. Jl1g
~ie. on the hll.l. of monlhtv nmneq oavmenl yO\u~hel'l received and approved on indMdulII "mleell in the
order in which thcy Ire received in Ihe CRAlJoard orocc. find sublect to the awllnbillty or RATA rund. anDOrlloned to the re2lon. Such
obllptlon to reimburse RATA rund. extenda Dilly to project COIl. Incurred .ner the date of rroje.c:t approwl by the CRADoard,
May 7, 1991.
Jl1Iullf'eement luocl't'Cde. all "riot' nltl'ecmtfntl laued uIlna: the amlcer Bnd WQIk.9rdcr num~el"ll lI.r.:d above and .hall be wild and blndlnll
only If II 's limed and returned to tILLCRAfk):ard office within 45 ~IIYS of II. malnlln by .he CRAl1oard..
COUN'lY ROAD ADMINIS'rRATION BOARD JEJ.""ERSON COUNTY:
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By; By: .J
Choltmon7ExcCUlivc
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SAFETY CHECK LIST
^ SUPPLEMENT TO THE PROJECT PROSPECTUS
FOR 3R PROJECTS
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PROJECT: RS-Q161
Number
~~~acum Rd. Imorovement. CR09S3
Title
Jefferson Co.
City/County
The proposed project should be given a roadside hazard inventory to determine if
the following elements exist within the project termini and if the scope of the
project includes construction, elimination, modification, or protection of these
elements:
Drainage Structures
Existing: NONE Proposed Unknown
Project includes mitering end sections: Yes: 2- No:
Comments:Most, if not all, proposed culverts (storm sewer)'w:l11
terminate in catch basins. If culverts are exoosed,
mitered ends will be used.
Guardrail (Reviewed for Adequacy)
Comments: Curbed sect:inn
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Signs, Signals, and Illumination Supports
Existing: Proposed
Breakaway bases proposed: Yes: 2- No:
Comments: Existing signs are breakaway. No sip:na1s or
illumination planned.
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Bridge Piers/Abutments
ProtectIon Existing: _.l!.lmL- Protection Proposed: NONF.
Comments:
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Roadside Obstacles:
Trees:
Utility Poles:
Ditch Cross-Sections:
Protection Proposed: Curbed section--all trees, utility poles. etc.
will be five feet behing curb face.
Comments:
Horizontal Alignment (Reviewed for Adequacy)
Comments: Alilzoment is taneent
Vertical Alignment (Reviewed for Adequacy)
Comments: Flat
Roadway Widths (Reviewed for Adequacy)
Comments: AdeqlJ,!~____.________.,
Sight Distance (Reviewed for Adequacy)
Comments: Adequate--25 mph posted speed limit
Pavement Structure (Reviewed for Adequacy)
Comments: Requires overlay
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Warranted:
Unwarranted:
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Comments: Proposed slopes will be minimal in hei~ht and as flat
as right-of-way will allow.
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WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
FEDERAL - AID PROJECT PROSPECTUS
DATE
2-22-91
AGENCY_...J,~f.t",.r.JiiWl.._C.!4_
FEDERAL.AIDPROJECTNUMBER RS 'u Q161 L-,l
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FEDERAL PROGRAM TITLE: 0 20,204 !Xl 20.205 0 20,206
PROJECT TITLE;...._~himacum Rd. Improvement, CR0953
PROJECT TERMINI FROM..Q1d Had lock Rd, TO Church Lane
FROM: MP ....Q".Q,!!.... TO ...Q.~J,!L_ MP Length of Project _2..:.~L Miles
AWARD 'TYPE
o Slate
o Railroad
Federal Agency: !Xl FHNA DOthers.._......_,....__,___,.....
C~y Number.__....,..,_._,........ County Numbet..,.__!,~........_..........._...
ilSJ local
W LO'"..a1 Forces
EIS CE EA
DOT District....,.............,~................... Congressional Dislrid......,........L..,............ D I rn II 0 '"
Legislative Districls.",__, Urban Area Number _ Area Clearinghouse ~ MPO_
! P.E, 36,000 6,073 29,927 83 . 13% 3-91
lAM' 0 0 0
rCONSTj 251,200 224,627 26,573 11.83% 3-92
~ 287,200 230,700 56,500
...........................................................................................................................................................................................................................................................................
DESCRIPTION OF EXISTING FACILITY (Existing Doslgn and Present Condition)
Roadway Width: ,........"....,U~........,......,..,..,Number of lanos: ,.............7...,.................,.............
Chimacum Rd. is 2 lanes rural with poor drainage. Access to adjacent business is
poor with left turn movement obstructing through traffic. No pedestrian facilities.
................................................"......".........."........................................................,..............",,,............ .
DESCRIPTION OF PROPOSED WORK 0 Now Constructlon . ..... ,..,..'..'....i1ii.......3:R..........................................................,..,...,....,
'11 id d :lRod sdwayWidthi: ......,...AP,.,J:...~........ NumberpfLanos: 2....
The Project W1 W en an prov e pr.cJestr an ..ac" .."es and will. also 'jl't"t\'\Y:tu'S'...'O'r"..,
undorground drainsge impro''Iero.:nts. The prob1oi!lns tl> be con'ec tod arereducfng
peclestdan/vehicll? conflict"', reruov~ standing wat.ar frOM the l'oodway, ove't'lll~ the
~Y.:lGthlg ACp:I\'oment and pl'c\'lde an elltells1or. of the two way left turn chllnne1izIltioll t.
rec!ucc l"ft turn ccnfHct!1 lnto e,:istinR bUf1:lnflss. Major H(!I1lH of work include drllina e
irnr,ruven"'nt~;, cllrb, gutter, al~d s:l.de~'a1k, A.C. Pavement, Bud pavement mat'ldugG,
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J~I!11J.l.Ql1.!.\,cjg!!!~~....e..&.-1lQ.l.LJ1l.Q______"___""._-...::..~.,..., :P,.lliili.iL'.('2'Ci~)...'3!l5:::!JT'6'()"..'."..,
.,..9.!!V,....p..p.!:..t":r.I?!i(I:UUt1l.\!.."...",...."..",.,....,,,,.......,,,..,,,,..,.."..."",...,,,,,..,,,,..,,..,,,,,..,,,..,,,,,,.Washln,olon Zip, Code 9 8 3 6 8 -
...,........... ............ ..."'................................__....~..,.......................
LOCATION AND DESIGN APPROVAL BY: ~ t::::lt-.L" oOI! .
(Optional for CA Agoncles Only) ~~ pprov ng ui'f;o;l'iyr".....""..__.."'...".,,_..~'"
TITLE: "',J;;.g.\!,!!.~,y.."~f.1l:\,~,IJ,~,~,!=:..,'''_'''''',..,'''''',,..,'' DATE: .rz'C.6...Lli/
.............,'''..~............,.,......."......_,_.............-..._.......................",.....................--.-.................-............................................".........................-........-...-__........4_...._._....
OOT Form 140.009A Revltlacl7/87 Page f 013
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['AGENCY
! Jefferson
! ION i
i'.......,-.....,-'----.,....-------i-'TD'Pri~cipaiA~..-- --;;;: i.:l P;incipal Arterial
FEDERAL ! ~ 0 Minor Arterial iE t:l Minor Arterial
N TI LASSIFICATION I ::> 0 Collector ::> D Collector
FU C ONALC !----;r !Xl MajorCollector --;a-'" Ci MajorCoilector
! ~ r.:l Minor Colledor i2 i.:l Minor Colloc:lor
i 12 Cl Access Streel/Road if ~ Access Strsel/Road
! 00 FLAT Cl ROLL 0 FLAT I... ROLL .., MOUNTAIN
""""i25 mph"-- ..
! 35 mph
"'1-5290-----"'-'
-W3,?OO ----
! 2001
, 370
roperty
I Damage Total
YEAR Accidents Number of Number of Number of Number of Number of
1...'.....T9'll';i.........'.....,.... .......~~.i;;~~..,....t..,....~.~~~~~~.~~....,... ..,.......,~~~,~~~~....,...... .......~.~~~.~~~~~........ ,..,.....~~~~~,l,~~~~...... ._..~.~~~,~~:~~.....,..
Preliminary Englnesrlng Will Be Performed By: Consul tan t & A.!~nCy Ot~~s % Age:~y %
Construction Will Be Performed By: Contractor & Agency Contr.ct Agency
95 % 5 %
ENVIRONMENTAL CONSIDERATIONS
This project is a Class 11 and is categorically exempt.
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DOT Form' 40.009 A Rovlsod 7/87 Page 201 :l
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iAGENCY
! Jefferson Co.
PROJECTTmE
Chima cum Rd. Im~rovement. CR0953
i DATE
i 2-22-91
r....'.........................................,................,.....................,.......,.........,........,...,....,........,.........,_....,.....,.,........,.................,..,...,...................'.......,.....,..,...................-....,........,
I DESCRIPTION OF UTlll1Y RELOCATION OR ADJUSTMENTS AND EXISTING MAJOR SmUCnJRES INVOLVED IN THE
i PROJECT:
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FAA INVOLVEMENT
Is any airpol1localed w~hin 2 miles of the proposed proJe,;t? 0 Yes
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11-IIS PROJECT HAS BEEN REVIEWED BY THE LEGISI.ATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES.
OR ITS' DESIGNEE. AND IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLA~' FOR COMMUNI1Y
DEVELOPMENT.
AGENCY:
Jefferson County
DATE:J4.!~1
~._,.." ~ -
BY: -'1 ..,;tdI:E:. ;~'
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DOT Form 140.009 A Ravlsed7/87 Page 3 0' 3
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT BUDGET WORKSHEET
UPDATED: Feb,22,1991
PROJECT NAME: CHIMACUM RD,
PROJECT NO.:
CR0953
OBJ. PROJ. WORK BREAKDOWN ... PRIOR YEAR YEAR REMAINING
If DESCRIPTION COST (A) (B) (C) YEARS 1990 1991 YEARS
.10 Salaries $26,640 $11,120 $0 $15,520 $11,120 $15,520
,12 Overtime $0
.20 Benefits $9,060 $3.780 $5,280 $3,780 $5,280
.31 Supplies $0
,41 Professional Services $25,000 $20,000 $5,000 $25,000 $5,000
.43 Travel $0
,44 Advertising $500 $100 $400 $100 $400
~ Equipment Rental $0
.48 Ropalrs & Maintenance $0
.49 Miscellaneous $0
~ ~.tergov, Prof. Services $6,000 $1,000 $5,000 $6,000
.61 Land/Right of Way $0
~ Buildings & Structures $0
.63 Other Improvements $0
.64 Machinery & Equipment $0
.65 Construction Projects $220,000 $220,000 $220,000
.91 Interfund Prof. Services $0 ,.-
.95 Interfund Equipment Rental $0
TOTAL: $287,200 $36,000 $0 $251,200 $0 $0 $40,000 $252,200
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1990 1991 YEARS
LOCAL... ROAD FUNDS $46,540 $6,073 $4Q,~
(A) P.S.&E.
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STATE... R.A,P. $184,160 $184,160
(B) Right of Way
FEDERAL... F.A.S. $56,500 $29,927 $28,573
(C) Construction
$251 ,200
ToTAL PROJECT COST $287,200 I $287,200 $0 $0 $36,000 $251 200
H-- ACCOUNTING: PREPARED BY: B, Laurie DATE: 1/2.1/91
CHECKED BY: DATE:
APPROVED BY: DATE:
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO.
17-91
Revising a County project
designated as CR0953.
x
x
IT IS HEREBY RESOLVED that Chimacum Road. from Mile Point
0.06 to Mile Point 0.38.
Be improved as follows:
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Widen to include two-way left turn channelization,
construct storm drainage facilities, curbs, gutter and
sidewalk, surface with A.C. Pavement, and install traffic'
facilities.
IT IS FURTHER RESOLVED that an appropriation from the
Officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
Engineering: $30.000.00
Right of Way
Acquisition: -0-
Sub-Total: $30.000.00
Construction: ~oo.oo ($184.160
~ Contract Rural Arterial Program)
__ County Forces
TOTAL $260.200.00 ($184.160
Rural Arterial program)
PRESENT APPROPRIATION
I
$36.000 ($29.927 Fed Aid)
0.00
$36.000 ($29.927 Fed Aid)
$251.200.00 ($184.160.00
R.A.P & $26,573 Fed. Aid)
$287.200.00 ($184.160.00
R.A.P & $56,500 Fed. Aid)
xx This project is' included in the officially adopted annual
road program as Item No. 12
The projects hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.,81.130.
IT IS FURTHER RESOLVED that:
xx The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 at. seq.
The construction is to be accomplished by county forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS ~~ DAY OF 111 CU>...f\.t. q I
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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::7: Washington State
"/I Department of Transportation
Transportation Building KF.01
Olympia, Washington 98504.5201
(206) 753,6005
Du.ne Berent.on
Secretary of Transportation
April 22, 1991
R E (;, I: ~ ''6' t::" ';' '
Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson street
Port Townsend, WA 98368-5724
APR 2 5 1991
JEFFERSON COUN'
PUBLIC WORK~ ,.,
Jefferson County
Chi:macum Road
RS-QJ.61(002)
FOND ~UTnORIZ~TT.ON
Dear Mr. Rowe:
We have received FHWA fund authorization, effective April 1,
1991, for this project as follows:
~
Preliminary Engineering
In addition, categorical
approved.
Attached for your information and file is a fully executed copy
of City/County Agreement LA-1416 between the state and your
agency.
~
$36,000
FEDERAL SHARE
$29,927
exclusion
determination has been
Attached is a pre-printed Progress Bill form for the referenced
project. Please forward this form to the person handling
billings.
If costs for any phase of work are expected to exceed those shown
on this Supplement (lines "d", "h", or "0"), you should submit.
anothel." supplemental agreement to WSDOT. All costs exceeding
those in the latest exeouted agreement are the sole
responsibility of your agency.
Upon receipt of your certification of Right of Way,
notification that the project is ready for advertisement and a
supplement to the City/county Agreement which includes
construction funds, the construction phase of this project will
be considered for funding.
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You may proceed
accordance with
agreement.
with the administration of this project in
your WSDOT approved Certification Acceptance
Sincere1y,
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WAYNE T. GRUEN, P.E.
f..ocaJ. Programs Engineer
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Attachment
cc: Bob Holcomb, Dist. 3
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AGENCY NAME " BILLING A,DDRESS
Jefferson Co. Public Works
P.O. Box 1220
Port Townsend, WA 98368
WA&hltmT(,N STATE
DEPARTMENT OF TRANSPORTATION
CITY ICOUNTY AGREEMENT
W.8.D.O.T. USE ONLY
FEDERAL AID PMc.Jl!CT NUMBZR
The Local Agency having complied. or hereby agreeing to comply. with' i'h~ t~rms snd conditions set forth In (1) Tltie 23.
U,S. Code Highwsys. (2) the regulations issued pursuant therelo. (3) Office of Management and Budget Circular A-l02. (4)
the policies snd procedures promulgated by the Wsshington Stotu Depsrtment of Trsnsportation and. (5) the Federal-aid
Project Agreement entered Into between the State and Federal Government. relative to the above project. the Washington
Slate Depsrtment 01 Trsnsportstion will authorize tho Locsl Agency to proceed on the project by a seperate notlllcation.
Federal funds which are to be obligsted for the project may not exceed the amount shown herein on line p.. column (3)
without wrillen authority by tho State. subject to the approval 01 the Federal Highway Administrator. All project costa not
reimbursed by the Federal Government shall be Ihe rebponslbllity 01 the Local Agency.
P.E. n. Agency Work ......,.......,.,
b, Stete Services .............. ..
c, Other .... .q91'!'.~H!l.'1~.....
d, Tote' Prsllm. Eng, Cool Eollmste
Rlght'ol,W8Y e, Agency W~rk.. . , .. . . ... ............... .........'. ... .. .. . . .. .
I, Stete Service. ..,..,....,." .. ......,.....". ..""..... .. . '. . . . . . . . .
g,Olher ..'...,....,."...,.., ,.....,...,.... ...,.,..... ............
h. Total R/W Cost Estimate ,,'~: . ,"
Coollruclloo i. Conlrecl .. .... . , . , . . . .. ,.....,....".. .......'.,. ..,;,.. I"~ . . .
Engineering {I. Agenoy Fore., .. ,......"...... ........... .......... . .
_'Ill k, Sle'e Forco.. .. ,........,..,.. ....'.'.... ... . .. .. .. . .
I, Audit.................... ............. ....'.,... ...........
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n, Other ................... ............, .......... ...........
o. Tntal Coostruollon Cool Esllmata' ,
p. ~RMhcC;:rOST ESTIMATE OF THE ,_ ';" , .
The Feder.'-ald p.rtlnlpatlon '8tO In this project will be determIned by lh. ('...1.rll QO~~;,;.'n.nt., Ttlo partial ftxp',al that II will b.83.tl3.%1
however, It II underotood thai tho rate m8Y vary. The local Auoncy .~reel\ lIulI th.. ngr".!"e". II. ent.red wllhoul r.lylng upon any roprelGnt'Uon by the
9tnle mar", outllde ot this conlract. or Dontalned hart'ln, ..8 to what the Fod.rul J,.8rtlclpaUo,n rat. will b*,. II 'uI1h.r 10tloa that It will nol condition MY
tuturo anlland with respocl to the pro!eoloDverlld by Ihla,lIoruumMt upon plllt, ourllne, or fu,ui.'feprf'I''''laUonl III to Ihe Feder.' participation rate, Tile
dollar amount of Fadera' porllclpallon cannol 8ICcaod the amount shown In line p., coum" (3),"Al,I,,00116 not r.lmbur.ad by the Fedaral Governm.nt ahlll ba
the r80ponolbUlly of tho Looe, Agonoy,
PROJECT DESCRIPTION
Name
Chimacum Rd. Improvement, CRU953
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Termini Old Hadlock Rd. ,to Church Lane
Description of Work
Widen for two-way left turn channelization,
drainage improvements. pedestrian facilitIes,
and overlay with A.C. pavement.
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TYPE OF WORK
ESTIMATE OF FUNDING""
(2)
Estimated
Agency Funda
(1)
Estlm.ted Total
Prujecl Funds
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Length
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WOAP AMOUNT
AUTH. CODE
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STATE AD & AWARD
METHOD A
METHOD B
(,NSTRUCTIO," METHOD OF FINANCIN(}
(Check Method Selected)
,
Advance Payment - Agency Shere of Total Conslruc1iOJ< Cost (Based on eonu'act Award).. . .. . . .. ..(
Withhold From G89 Tax the Agnncv's Share of Toll',! :'....'struct.lo",<?,ost (line 0., col. 2)
in the erne:..!"1 of $____ at $_____ ,osr month ,for _ monthe ..... . . .. . .(
LOCAL FORCE OR LOCAL AD & AWARD
METHOD C _ Agency Cost Incurred with PorUsl Reimbursement...... . . . . ... . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ( .............-)
The Local Agency further stipulates thai pursuanl to said Title 23, regulations and policies and procedures, and as a
condition to paymenl 01 Ihe Federal lund~J pl>ligat,ed, it llccepls and will comply wi~h the appllc,able provisions 8el'IOrlh
below, Adopted by olllcial action on '~~~v.--? ~ . 19.2L..:, Resolullon/Ordonance No, /7- 9/ ,
By:
By:
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
;J/:,--r-u ~ ~ Irr
HA'R" ~d5..f9!fl
I SCOPE OF WORK
The Agancy shall provide all the work. labor. malerlals and servlcoR
necessary to perform the project which is described and sot forth in dRtnil
In the "Project Description" Bnd "Type of Work."
When the Slale acls for and on behalf 0' the Agency, the Slalo shall
be deomed an agent of the Agency and shall perform Iho 90rvlc09
described and Indicated In "Type of Work" un the lace of Ihis agreement. In
Bccordl1nco with plans and specifications AS proposed by the Agoncy and
approved by the Slalo nnd FederAl t-Ilghwoy Administratlon_
When the State Bcts for the Agency but not sub/lief 10 the right of
c",.,lrol by Ihe Agency. tho Slate shall have the right to perform the work
rUlbJecl 10 the otdlnary pr~c...juro8 of Ihe Stfllff and Federal Highway
Admlnlstrallon.
II DELEGATION OF AUTHORITY
Tho SIBla III ocllng to fulfill the rospon9lblli"lo8 10 Ihe FedP.rAI
Government by the admlnlstrotlon of this proJoct. The Agoncy AgrHos thAI
the Stnte shall hovo the full authorlly to carry oul Ihls admlnlstrollon. Tho
Slare Rhall review, procoss and approve documonts requirod lor Fodorsl.
eld relmburnement In eccordance with Fedoral requlrE-menIA. II Ihe Stale
advertises and awards the contracl, the Slate will II:rlhor act tfJr the
Agency In all matters concerning the project. as requftp'od by 'he Agoncy.1f
the LOCBI Agency advertises and uwardo the project tho Stolfi :shall rOlllew
Iho work to Inauff' conformity with the approved plnns and spnclllcatlonl!l.
III PROJECT ADMINISTRATION
Certain typos of work and servlce8 IIhnll bo provldBd by tlm Slnle on
Ihls prolect as requoslod by Ihe Agency and deBcrlb(ld In Ihe "Type or
Work" abovft, In Addition, Ihe Slete will turnlsh quallrled p"raonnel lor the
supervllllon Rnd Inepecllon 01 Ihe work In progross. On 10CRI Rgoncy
ndv(IlrUaed and awarded projects, Ihe supervlalon And Inepocllon alu'" be
limited 10 enaurlng all work Is In conrormonce with approved pInna.
spoclflcatlona nnd Federal.ald roqulrornon'8, The 881nry at such flnglneer
or other supervisor and all other sal"rlos Dnd costs Inourred by Slftte forcoa
upon tho project will be considered II coallhoreof, All cnBla relQted 10 thla
proJect Incurred by employes. of Ihe Slato In tho cuslomary mAnnnr on
highway payrollS nnd voucher. shall ~a chnrged AI nosts' or tho project.
IV AVAILABILITY OF RECORDS
All projoClI r..oords In Rupport or all COlltl'l In"l'rred 8nrf AC!UII'
ollpendlluroa kept by lhe Agenoy, ere 10 be maintained :,j ar;ormlnncu ~yllh
procoduroa prelorlbed by Iho Clvle/on ,01 Munlclpn' C,rporDtlonll or Iho
8t.,o Auditor's Olflcc., Iho U.S. Departmenl 01 lronlpudntlon and
Washington Departmenl 01 Tranapoftatlon. The reoorda "hAil bo opon to
Inflpootlon by the Slale IInd Federal Governmnnt at all r,...onnbla IImel
and sholl be re'Blnod and mado available lor Bueh Inlpocllon for n porlod of
nOllellft thnn IhroB yesn from the flnnl paymenl of IIny FQdernl-nld lundl to
Iho Agenoy. Coplel 01 aald recorda ehnll bo furnlahnd 10 Iho Sln18 nnd I or
Federa' Governmenl upon requelt.
Oale ElCeculed
PROVISIONS
V COMPLIANCE WITH PROVISIOtlS
The Agency shall nollncur any Federal-aid partlclpallon cosla on any
classlficallon,C)' wO'k,on Ihls proJecl until authorized In writing by Ihe Slale
ror onch clalls,irleatlon. The cl.lalflcallonl of work ror projects are:
1. Prellmln8ry"Engineerlng up 10 and Including "pproval
2. Preparation 0' Plana. Speclflcal!ons:".nd Estlrnates
). Rlght.of.Way Acquisition
,1. Projocl Constructlol'
In the evenlthal Rlght.or-Way acqulslllon lor. or actusl construction 0'
the rOAd ror which Preliminary Englneerl1g 18 undertaken Is not aturted by
the Closing or tho fifth flaclll }'ear following Ihe flscal yoar In which the
agrnumonl Ie o'xocuted, Ihe Agency will repay 10 IhA Stale the sum or sums
01 Foderal lunds pard 10 the I\geney under the lerms of thl. agreement.
(Soo Sflcllon VIII,)
The ^go~oy eQr.os Ih,.1 all alogell of oonslructlon nece8Dary to
provide Ihe Initially planned complete facility, within the limits 0' this
pro;'JCI. will conform 10 al leDsl the minimum valuol sftl by approved
^^SHTO deslgnatllnd",ds applicable to thl. cllss 0' highways, oven
thol';.' such oddUlona' wQrk Is financed wlthoul Federal-sid plrUclpfttlun.
~ he Agency ogreos Ih81 on Federnl."ld highway construction project.
the cllrrenl Foderal-ald reQulatlona which apply to liquidated dllmagee
relntlvo to Ihe basis. of Federal porUclpatlon In the projecl COlli shall be
AppllcpblQ In the ovent the conlraclor falls 10 complele Ihe oonlracl within
the contracltlrpe.
VI PAYMENT AND PARTIAL REIMBURSEMENT
'fhe tolol COI' of Ihe proJecl, Including 011 review and engineering coole
nnd olher oxpon.sell' of the Slale, la to be paid by the Agency and by the
Federa' Government. Federal funding sh811 be In IQcord with the Surface
Transpurlstlon'Ar,al,lance Act 1978, Tille 23, United 51 aiel Cod., Id
nmMdod. nnd O"loftof Manaoement and Budgot Clroular A. t02. The Slale
ehnll nol be ullf~lt.ly rellponalble for any of the ooahl 0' the project. The
Agency shall be ultimately re.pon8lble for all costa ds.oclated with Ihe
project which are not ,elmburlled by Ihe Faderal Government. Nothing In
Ihll "greoment ehall bo oon8trued .a .. promlae by tho Rh,te a. to, the
amount or naluro 0" F,.deral partlclpallon In thl. proJeot.
1. Prollmlnlrv englnl.,lng, Righi 01 W.Y A.qulllllan Ind Audit
CoI'"..' '.'
Th.. Ago~oy w:1l1,>ay for Agenoy Inourred coal I on the prolecl.
Following such paymllnts, vouoherl ah,.1I be .ubtnllled to Ihe St. Ie In,:".
fo,ma' prosnrlbad by thllJ Statn, In quadrupllolla, nol mora Ihan one pet
month, The Gtal.o will relmbur~ft tho Agenoy up 10 Ihe alnounl Iho\'," on the
'aco o' Ihi' nar.emen, ''Jr lhoDO coot I eligible for F.deral parllolpeUon to
lho ol(Bnllhet DIlCtl COlli ore dlreclly attributable and properly IlIooable to
Ihlo prnJnol. E)lf'l!ltndllur~r. by the Local Agoncy 'or tho e.'ablllhment,
mRlnllnlnc., general "dmlnla'rRllon, luporvlllon, and olher overhead ahall
nn! be .lIglble ro/Fedo..1 parllclpollon,
Tho Atrlla will paV lor Sllte Incurred CODtl on the proJocl. Following
payment, tho OIl1lo,sh"lI bllllhe Feder,,' Governmenl Ie relmbur..mflnt of
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WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
FEDERAL - AID PROJECT PROSPECTUS
REVISED DATE 2-2 '>-9:>
AGENCY Jefferson County
FEDERAl-AID PROJECT NUMBER RS
PrefIX
. Q161 (002)
RoUle
D Other
FEDERAl PROGRAM TITLE: Cl 20.204 OJ 20.205
PRO.JECT TITLE' Chimacum Rd, Improvement,
o 20.206
CR0953
o 20.209
PROJECT TERMINI FROM 01<1 H..r'I1n<"k Rrl
TO Countv ShOD
FROM: MP ~ TO -0-44 MP
AWMID lYPE
D State
o Railroad
Length of Project..ll....31L- Miles
,EJ Local
o Local Forces
Fedoral Agency: Of FHWA
o Othe'~
CiIy Number County Number 16 EIS CE EA
DOT Dislricl,_....,~...,.....__. Congressional Districl..,.J._..___ 0 I >OlIn 0 III
Legislative Dislrids_Urban Arell Number _ Area Clearinghouse ~ MPO......,.-
P.E. 43,700 7,372 36,328 83.13% 3-91
RIW 39,550 6,672 32,B78 83.13% 4-92
CONS 272,200 203,006 69,194 25.42% 8-92
TOTAL 355,450 217,050 138,400
..................-................- .....-..............-.---....--...---..--.........................--.-.......---..--.......-.-.............
DESCRIPTION OF EXISTING FACILITY (Existing Design and Present Condfflon)
Roadway Width: ...)',1..__._Numberof Lanes: .~_...___._.........,...._......
Chimacum Rd. is 2 lanes rural with poor drainage. Access to adjacent
business is poor with left turn movement obstructing through traffic.
No pedestrian facilities.
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Ro8dway Width: __.~.q"........,."....... Numbar of Lanes: .~..._..............._....
The Project will widen and provide pedestrian ,facilities and will also
provide for underground drainage improvements. The problems to be
corrected are reducing pedestrian/vehicle conflicts, remove standing wa
from the roadway, overlay the existing AC pavement and provide an exten
the two way left turn channelizationto reduce left turn conflicts ioto
existing business. Major items of work include drainage improvements,
curb, gutter, and sidewalk, A.C. Pavement, and pavement markings.
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I .Ms!.t.U P.o. llcx 1,:>n Phone \ 3Rr:;-91ljQ._
_Q!!L Port Towns.end, ______.~!!~.!!liIton Code 3
LOCATION AND DESIGN APPROVAL BY: ~~~~~./' ~
(Opllonal for CA Agonel.. Only) , --'''l~~~-
nTLE: -CDunt.y....En.gi.ne~___ DATE: ~ rl'fZ
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FLAT 0 ROll I,. MOUNTAIN
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8! l:l Minor Arterial
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CI FLAT ._ ROll MOUNTAIN
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Agency
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Prollminary Englnearlng Will Be Performed By:
Conatructlcn Will B!t Performed By:
ENVIRONMENTAL CONSIDERATIONS
This project is a Class II and is categorically exempt.
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RIGHT OF WAY AND RELOCATION
Minor amounts of Right of Way will be required to ac~ommodate
drainage, curb radi, & slopes.
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WATER AREA INVOlVEMENT
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No water area is involved.
DOT Form 1~O.OOll A Rovl.ed 7/87 PlI!le 2 of 3
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REVISED
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DESCRIPTION OF UTLrrv RELOCATION OR AOJUSlUENTS AND EXISTING MAJOR STRUCTURES INVOLVED IN THE
PROJECT:
FAA INVOLVEMENT
Is any airporllocated wfthln 2 mOss of the proposed proJC>Ct? C! Yes
I REMARKS:
~No
THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES,
OR ITS' DESIGNEE. AND IS NOT INCONSlSlENTWITH THE AGENCV'S COMPREHENSIVE PLAN FOR COMMUNrrY
DEVELOPMENT.
AGENCY: Jefferson County
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DATE: March 2. 1992
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DOT Form 140-000 A Revlsld71B7 Pagel! 013
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
Revising a County project
designated as CR0953
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RESOLUTION NO. 16-92
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IT IS HEREBY RESOLVED that Chimacnm Road , Road Log No.
932507 , from M.P. 0.06 to M.P. ~ be improved as follows:
Widen to included two-way left turn channelization, construct
storm drainage facilities, curbs, gutter and sidewalk, surface with
A.C. pavement and install traffic facilities.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer'S estimate "is hereby made in the amounts and for the purpose
shown:
PURPOSE PREVIOUS APPROPRIATION
Engineering $36.000 ($29.927 Fed. Aidl
Right of way
Acquisition $ 0
Sub-Total $36.000 ($29.927 Fed. Aidl
EBESENT APPROPRIATIQH
$43.700 ($36.328 Fed. Aidl
Construction: $251.200 ($184,160 R.A.P.
XX Contract & $26,573 Fed. Aid)
__ County Forces
$39,550 ($32.878 Fed. Aidl
$83.2~0 ($69,206 Fed. Aidl
$272.200 ($184.160 R.A.P.
& $69,194 Fed. Aid)
TOTAL
$287.200 ($184.160 R.A.P.
& $56,500 Fed. Aid)
$355.450 ($184.160 R.A.P.
& $138,400 Fed. Aid)
xx This project is included in the Officially adopted annual road
program as Item NO.--2--'
The projects hereby made a part of the officially adopted annual
road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
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XX The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS 02 ~ DAY OF 71! ~ , L ??.;L.
BOARD
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Washington State
Department of Transportation
Duane Berent.on
Secretary of Transportation
Transportation Building
P,O, Box 47300
Olympia, WA 98504.7300
March 1, 1993
lib't",.,,",,,,
Mr. Gary Rowe
Publio Works Director
Jefferson County
1820 Jefferson Street
Port Townsend, WA 98368-5724
MAR 04 1993
JEFFERS
'..... '- ..9N CO.
Jefferson County
Chimacum Road
RS-Q161 (002)
Dear Mr. Rowe:
Enclosed for your information and file is a copy of Supplement Number 1 to
City/County Agreement LA-1416 for the subject project between the state and
your local agency.
This supplement increases your PE funds to a total of $43,700 ($36.328 federal
share).
Sincerely.
--r QI a/u~ 2R/
TOM PLAKINGER f
Fund Allocation Engineer
Local Programs Division
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Enclosure
co: Bob Holcomb, Dist. 3
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AGENCY WASHINGTON STATE .- HOr:I,^lND
';~ffQrson c.o.w+l;:..y..- DEPARTMENT OF TRANSPORTATION RS-Q161
CITY/COUNTY AGREEMENT AOI1EEMENf NUM
SUPPLEMENT NO. 1 LA-14
PRO..E.Cf NUMUER
(002)
BE"
16
desires to supplement the agreement entered into and
as identified above, All provisions in the basic agreement remain in effect
The~Counlyof .T..ff..rROn
executed on ~2l; - !OIl
except as expressly modified by this supplement.
The changes to the agreement are described es follows:
PROJECT DESCRIPTION
Name
('hi m,,"'~en.t..--.c.Rll9.53____,______. LengthO.,3R
Termini Old Hadlock Rd. to County Shop
Description of Work
Widen for two-way & left turn channelization, drainage improvements,
pedestrian facilities, and overlay with AC pavement.
Reason for Supplement
Additional P.E. costs associated with developing true cost estimates and an
increase in length of project to include left turn channelization to
County road shop.
-- --.--.----.------.--------..--
ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3) (4) (5)
PREVIOUSAonrEMl:Nf' SUPPlEMENT fSflMAIED'OIAl ES11MMED ESTlMMED
SUPA..EMENT ",1OJF.C' rUNI>S AGENCV FUNDS FI!Df.nAL FUNDS
P.E. a, Agency Work ,],~/.q9.o_.... 7,700 ,f,~ ,:~ 9 .o"r' ...~J_~?~:... ,;L.~J,~?)".-,
b, Other no ~ /.q 9.0.. .. , ::::~9:~:::::: ..,~ I.q 9.0.. ,.. ..... .~ ~.~. .., 831 ,-
c, State Services 20,000 --=.Q.=.- ~.QiLL 3,374 'i'6 :'62'6""
d, Total PE Cost Estimate la+b+cl 36,000 7,700 43,700' 7,372, 36,328 ".,
Rlght.o'.Way
e. Agency Work -...---....... ..--...--....-. -.......-........ .-....---..----. .-.--.....--..-.
f. Other --..........-. --..--.--...-.. ........-.......-. ........--.-....... ..-.-.....-..:......
g, State Services .------ 4_____ ---------- -
h, Total RNY Cost Estimate (e+f+Q)
Conatruetlon
i. Contract ....---............... ..............-....... -..-...-.....-..... ............-..........-. --........-......-.
j, Other ....--.--.......... ....-.....--..-..... .-..--...-...-.. ..--.....--......-. ...--......-..........
k, Other .......-..--.-...-.. ........................ ..-......-.........-. ....--............... .....--..-........-..
i. Other
m, Total Contract Coots (i+J+k+l) .---
Construction Engineering
n, Agency ...........-........ ..-.....-.........-. .....-................ ......----............. --..........-........
0, Other ..........-...-.. --..-...--.....-. .......-............... ........-....--...... ...........-...........-.
p, Stala Forces ----- --
q, Total Conal, Engineering (n+o+p) ... .
r, Total Consl. Cost Estimata (m+q)
a. TOTAL COST IESTIMATE
OF TtlE PROJECT (d+h+r)
. Federal car1lclpatlon In Construction En'glnel!!lng (q) Is Iimltod to 15% of tho Total Contract Costs, fIIne m, column 5)
10 '80.1::7.;:> 0
The loca gency further stipulates that pursuant to said Title 23, regulations and policies and procodures. and as a condition to
payment of the Faderal funda obligated. It accepts and will comply with the epplicsble provisions,
AGENCY F. I WASHINGTON STATE
By: DEPARTMENT OF TRANSPORTATION
MalonClfIOl' vo
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By. ^1II11111'" snaCii.,y1Of1oc" l'YnQI'*1lI
.,_______ ~EB---4~~_
-,';iln r.ocullld
!2lLC.2.L-ll,glU.lLPJ___.
Commissioners
OOT ,,~..Mar.c1L2.J9.92-
"OYlood 1~,1lO
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W!,;NGTON STAlE DEPLi.lENT OF TRANSPOI.{)ION
FEDERAL - AID PROJECT PROSPECTUS
2/25/92
DATE Rev. 3/31/93
AGENCY. Jefferson countL__ FEDERAL.AIDPROJECTNUMBER RS Q161 LQ.Ql)
-p;efiX'"'"'"" ~0ui'8""'.
020,209 0 Other
FEDERAL PROGRAM TITlE: 0 20,204 ltl 20,205 D 20,206
PROJECT TITLE .;..,J;:.h,LI1l5!~_.l.In!;1.:r:mul.0lent.............B..Q3..5 3
PROJECT TERMINI FROM......?~~~_ Rd. ___TO
County Shop
FROM: MP _,..hQ.!! TO .9,."..1tL MP
AWAAD lYPE
Length 01 Project P.....l..!l_.. Miles
Qg Local
o Local Forces
o State
o Railroad
Federal Agency: ~~ FHWA [JOthers..'..'___'..____'
C~y Number '-~......_.._... County Number _~.~__.. County Name _,
EIS CE EA
DOT Distrjcl....,....~.....,...................., Congressional District......,:?.......,....,.......,... 0 I laC II 0 III
Legislative Districts_Urban Area Number _ Area Clearinghouse 3-...... MPO_
P.E. 62,700 10,577 52,123 183.13% 3-91
RIW 39,550 6,672 32,878 83.13% 6-93
CONST 272,'200 203,006 69,194 125.42% 10-93
TOTAL 374,450 220,255 154,195
DESCRIPTION OF EXISTING FACILITY (Existing Design and Present Cond~lon)
Roadway Width: ...........?..1......................,... Number 01 Lanes: ......?..,.......................................
Chimacum Rd. is 2 lanes rural with poor drainage. Access to adjacent
business is poor with left turn movement Obstructing through traffic.
No pedestrian facilities.
...D'EscRi'PTioN'oF'PRoPO'sED'wORK.................ci......N~~'c;;;.;;;;;;.k;'~,..................,..........,..,~j..'..;;:R'.....................................,....,...................,..,...
The project will widen and R~~~~~:\;'ede'~'~'rI'a'ii'" fa~i.l'i~f~~ne~iid"?'wlTr"'aTso
provide for underground drainage improvements. The problems to be
corrected are reducing pedestrian/vehiCle conflicts, remove standing wa er
from the roadway, overlay the eXisting AC pavement and provide an exten io
of the two way left turn channelization to reduce left turn conflicts
into existing busin~ss. Major items of work include drainage'improveme ts
curb, gutter, and sidewalk, A.C. Pavment, and pavement markings.
]'!?:~l!TI.\(lM~y',~I:'.I",P.l" ..!!J;9.!.\....""All.br.gy,..,,,p.al.m,er..........................,,......_..._.,,_._,,__". ..,...I!..!,..p.r.9,j,e,c,t..."C.9.Q.);".Q. ,J.l.i\\: 0 r
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L~~;il~~I~~rD~~~~~~:~~iAL BY: ~..;y'2I'~.."...."..........."'''''',..""....,,,..
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DOT Form 140.009A Rovlsod7/87 Pago 1 of 3
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STATE ~WASHINGTON .
COUNTY OF WASHINGTON
In the matter of:
x
34-93
Revising a County project x
designated as--&a0953 x
RESOLUTION NO.
IT IS HEREBY RESOLVED that Chimacum Road , Road Log No.
932507 , from M.P. ~ to M.P. ~ be improved as follows:
Widen to include two-way left turn channelization, construct
storm drainage facilities, curbs, gutters and sidewalk, surface
with A.C. pavement, and install traffic facilitie~.
IT IS FURTHER RESOLVED that an appropriation from the
Officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
Engineering $ 43.700 (36.328 I STEA I
Right of Way
Acquisition $ 39.550 (32.878 ISTEA)
Sub-Total $--!l..1 . 250 (69.206 ISTEA I
PRESENT APPROPRIATION
$__'5~. 700 152.123 ISTEAl
$ 39.550 (32.878 ISTEAl
$ 102.250 (85,001 ISTEAl
$ 272.200 (184.160 RAP
& 69.194 ISTEAl
Construction: $272.200 (184.160 RAP
& 69.194 rSTEAl
xx Contract
__ County Forces
TOTAL
$355.450 (184.160 RAP
& 138.400 ISTEAl
$ 374.450 (184.160 RAP &
154.000 ISTEAl
xx ~his project is included in the Officially adopted, annual
road program as Item No. 1
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
SEAL:
xx The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
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PASSED AND ADOPTED THIS J ,1 DAY OF , ''itf 3 .
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Washington State
Department of Transportation
Transportation Building KF.01
Olympia, Washington 98504.5201
(208) 753.6005
Duane Berent.on
Secretary of Transportation
May 13, 1992
Rf:lPt:.IVIt;.i.,
Mr. Gary Rowe
Public Works DIrector
Jefferson County
1820 Jefferson Street
Port Townsend, WA 98368-5724
MAY 15 1992
JEFFERSON COUNT'
PUBLtr- W()F!I(C! ,.....
Jefferson County
Chlmacum Road
RS-Q161 (002)
Dear Mr. Rowe:
Your request to increase the contract limits 0.06 miles was reviewed and
approved by the FHWA effective March 19, 1992.
" ". t\S"llnncecerreelly, ,~" ,
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, HENRY C. BASH, P. E.
Operations Engineer
L6caI Programs DMsion
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co: Bob Holcomb, Dlst. 3
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~/I Department of Transportation
Duane Bell'entaon
Secretary of Transportation
Transportation Building
P,O. Box 47300
Olympia, WA 98504.7300
May 27,1993
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~EF'FERs 3
JBLIC 'liP^' Co I.
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Mr, Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson Street
Port Townsend, WA, 98368-5724
Jefferson County
Chimacum Road
R5-Q161 (002)
Dear Mr. Rowe:
Enclosed for your Information and filo Is a copy of Supplement Number 2 to
City/County Agreement LA-1416 for the subject project between the state and
your local agency.
This supplement increases your' PE funds to a tots! of $62,700 ($52.123 federal
share). .
Sincerely,
-r C;;JW~,r;t;/
TOM PLAKINGER (j
Fund Allocation Engineer
Local Programs Dllilslon
TP:lg
LCR
Enclosure
co: Bob Holcomb, Dlst. 3 /7440
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. WASHINGTON STATE C fEOEllAL....O"""""CTNU...ER
DEPARTMENT OF TRANSPORTATION RS -Q1&.l.::.1 0 0 2 )
CITY/COUNTY AGREEMENT ,",",,'''N' NUMUER '
SUPPLEMENT NO. 2 LA-1416
The iii:~/County of .Jefferson desires to supplemenllhe agreement entered inlo and
e~ecuted on 3 I 2" I 91 as identified above, All provisions in the basic agreement remain in eNect
e~cept as e~pr"ssly modilied by this supplement.
The changes to the agreement are described as follows:
JlGI:NC.Y
..LeLE..er.s..=-<:'Q
DAlE
PROJECT DESCRIPTION
Name Chimacum Rd. Improvement, CR0953
Length 0.38
Termini Old Hadlock Rd. to County Shop
Description of Work Widen for two-way left turn channelization, drainage
improvements, pedestrian facilities, and overlay with AC pavement.
Reason for Supplement Additional P.E. costs associated with intersection relocation
at Old Hadlock Rd.& redesign of Old intersection location. and to correct
transposition error of line b & c on supplement No.1.
ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3) (4) (5)
PREVIOUS AGREEMENTI SUPA.EMENT EsnMATED TOTAL ESnMAJED nnMA no
SUm.ElYfNT PROJECT FUNDS AGWCY FUNDS FEDERAL FUNDS
P.E. a, AgencyWork ...?4~J.Q9... ,J..~/.!!Q.Q.... .J,6.t.<1.ll.0.... ..6,~O.L..., ,.30...09.3....
b, Other Consu I tant ....).,9.Q9,.. .;!,'\,.Q Q,O..... .~S.t.Q.ll.O.... ..4,.21.7...... . .20... 7 &3...,
c. Slate Services 20,000 (18,500) 1. 500 -2.5.3_ --L,.2..4..2.--
d. Total PE Cost Esllmale la+b+cl 43,700 19,000 62,700 10,577 52.123
Rlghl.of.Wev
e, Agency Work -..---....----.... -............. _........-. .......................... . ...................... --. .....................
f, Other ............N......... ........................ .............-........ .-.................. --...................
g. Stale Services
h. Total RtN Cost Estlmste le+l+ol
Cons'ructlon
I, Contract ...................... ............. _.......-. ................... r....... .._... _...... ..... -.. ....... ....
I. Other .................... . ....................... ....................... ..................... .....................
k, Other ........................ .................. -. ................... ........................ ..........................
I. Olher
m. Total Contract Cosls (l+j+k+l)
Construction Engineering
n, Agency ...................... ....................... .......................... ................... .....................
0, Other .................... ..................... ................... .................... ........................
p. Stale ForceR
q. Tolal Const. Engineering (n+o+p) ..
r. Tolal Cons!. Cost Estlmale (m+q) "
e. TOTAL COST ESTIMATE
OF THE PROJECT (d+h+r)
. Federal psrtlclDatlon In CDnslrucllon Engineering (q) Is limited 10 16% 01 tha Total Contracl Cosla. (line m, column 6)
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said Tille 23, regulatlona and'pollcles and procedures. end as a condition to
end will comply with Ihe applicable provisions.
WASHINGTON STATE
OEPARTMENT OF TRANSPORTATION
10
By:_
~~Oa~:L"~ r-
, M~Y 1.2 1993
~
Rir.hnrtl F.
Jeffereon County Board of Commissioners
nor 140-041
"..ood lmo
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WASHINGTON STAlE DEPARThIENT OFlRANSPOR'ftTION
FEDERAL - AID PROJECT PROSPECTUS
2/25/92
Rev. 3/31/93
DAlE Rev. 2/09/94
AGENCY
Jefferson County
Q161-lQQ.L)
--,:(oute
o Other
FEDERAL'AID PROJECT NUMBER RS-STPR-
--p~
FEDERAL PROGRAM TIllE: 0 20,204 It} 20,205 CJ 20.206 020.209
PROJECT TITLE' Chirracum Rd. Imoroverrent. CR095~
PROJECT lERMINI FROM Old Hadlock Rd.
FROM:MP~TO~ MP
:TO
Connry Shqp
Federal Agency: :tK FHWA
DOthers
AWAAD 1YPE
o Slate
o Railroad
Length 01 Projec:t.a....3.lL-.. Miles
~ Local
o Local Forces
CUy Number
County Number -1L County Name
EIS CE EA
DOT Distric1__,_.,~,_._._.. Congressional Districl.___2,__,__..,_.. 0 1:El1! 0 III
Legislative Districts_Urban Area Number _ Area Clearinghouse L- MPO_
130,000 23,000 107,000 82.31% 3/91
fWI 152,200 20,720 131,480 86.39% ,2/94
CONST ' .
600,000 366,800 233,200 38.87% 7194
TOTAL 882,200 410,520 471,680
...........--........... .-........................ .....--...........-......................
DESCRIPTION OF EXISTING FACilITY (Existing Design end Present CondUion)
Roadwey Width: _.Z~,......__....._Number ollenes: -2..________..
Chimacum Rd. is 2 lanes rural with poor drainage. Access to adjacent
business is poor with left turn movement obstructing through traffic.
No pedestrian facilities.
DESCRIPTION OF PROPOSED WORK 0 New Construdion ll): 3.R
Roedway Width: ....40".........................., Number 01 Lanas:......;?".............,.....,.........
The project will widen, provide pede&trian fac,ilit.ies, intersectio'n
improvement!!, relocat.e Old Hadlock Road Jnten~ectjon, and prov,ide for
underground drainacae improvement.8, irlcludinq dr:fic,ient at.orm aewr.,t
eyatem8* The problems ~o ~ corrected tire reducJno pedeatriBn/vehicle
conflicts, remove etandin; water txom th~ roadway, overlay the existin9
AC pavement and providE' an o)CtenaJon of t.he two way left turn
channelizat.ion t.o reduce .left t.urn confl:lcta into GXiBt.in; business *
Major it.ems of work ~nclude dtainage improvemente, curb, 9ut.ter,
aJ,dewalk, J.C pavemont, .end pavement Jl'larkinQs.
.J,P.:~I.\,ii!;iy.,~T.\\l1.m..ef.lJ~,9.T.\_.<l.1;ro!..P.<l.l.~~___.._--,-_.._-_-:: ,..,,!1!~..Ez:QjfilC,t_.CQQz:dinatQr..,
M~.!lL'!>J~.llsj!~~,~ P.O. Box 1220 ~ Phone 2.w....3.6.5.:::!1160
.,.9.!Iy......l'9.;:!:.2~~!!.g.l____...--.--_._~!!!,~!,r:l9,\!1.!!.- ...?!P.,~~__983.iiJL__..
lOCATiON AND DESIGN AI PPORO, VIAL BY: ~%I;4~j' ..".'..'''..._._.__,.,..._.,.......
(Opllonallor CA Agene es n y _p.:~-!:rd:. ,Approiilng ~j~'iiiYI
TITLE: ."Oaputy,,,Dit;ector.,,,,,,....,,...,,,,,,..,..,,,.... DAlE: j./.JIf.::t......:':-..
DOT Form 140.009A Revlsad7/87 Page 1 013
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FEDERAL
FUNCTIONAL CLASSIFICATION
ROUGH
Principal Arterial
Minor Arterial
Collector
Major Collectot
Minor Collectot
ii! 0 Access SlreellRoad
li(l FLAT a ROLL D MOUNTAIN
m
3 m
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Principal Arterial
Minor ArIerl~
C'..olleclor
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Minor Collector
Access SlreetiRoad
ROLL MOUNTAIN
Tolal
Number of
Accldenls
1
1----
1
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Construction Will Be Performed By:
Others
40 %
Co~l!rct
0/0
Allency
60 %
Agency
5 %
ENVIRONMENTAL CONSIDERATIONS
This project is a Class II and is categorically exempt.
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..................-.-.........-...........-.......-..-.--.--...............................-....-.......................-.---..---.-.....-.............
R~HTOFWAYANDRELOCATON
Minor amounts of Right of Way will be requi~ed to accommodate
drainage, curb radi, & slopes.
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DOT Form 140.009 A Reviled 7187 Page 2 01 3
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REVISED
'~ATE
I -25-92
\~~E:~=""M r'~
I ~~=~::':"~d. Improvement. CR0953
DESCRIPTlON OF UTlLI1Y RELOCATION OR ADJUSTMENTS AND EXISTING MAJOR STRUClURES INVOLVED IN Tl-tE
PROJECT:
FAA INVOLVEMENT
'S any airport located wnhln 2 miles 01 the proposed project? 0 Yes
I REMARKS:
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THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES,
OR ITS' DESIGNEE, AND IS NOT INCONSISTENT WITH THE AGENCV'S COMPREHENSIVE PIAN FOR COMMUNIlY
DEVELOPMENT.
AGENCY: Jefferson County
DATE: ...1!,arch 2...lliL-
BY:
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DOT Form 140-009 A RlIvlaed7187 Page 3 013
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STATE OF WASHINGTON
.
COUNTY OF WASHINGTON
In the matter of:
x
Revising a County project
designated as CR0953
RESOLUTION NO. 20-94
x
x
XT XS HEREBY RESOLVED that Chima cum Road ,county Road
No. 932507 ,from M.P.~ to M.P.~, be improved as
follows:
Widen to include two-way left turn channelization, construct
storm drainage facilities, curbs, gutters and sidewalk, surface
with A.C. pavement, and install traffic facilities.
XT XS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering $ 62.700 (52.123 ISTEAl $ 130.000 (107.000 ISTEAl
Right of Way
Acquisition $ 39.550 (32.878 ISTEA) $ 152.200 (131.480 ISTEAl
Sub-Total $102.250 (85.000 ISTEAl $ 282.200 (238.480 ISTEAl
Construction: $272.200 (184.160 RAP $ 600.000 (184.160 RAP &
& 69.194 ISTEAl 233.200 ISTEAl
~ Contract
_ County F'orces
TOTAL
$374.450 (184.160 RAP
& 154.000 ISTEAl
$ 882.200 (184.160 RAP &
471. 680 ISTEAl
xx This project is included in the officially adopted annual
road program as Item No. 1
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
XX The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by county forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS /'-/~AY OF /9?(
SEAL:
ATTEST:
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Washington State
Department of Transportation
Sid Morrison
Secretary of Transportation
Transportation Building
P,O, Box 47300
Olympia, WA 98504.7300
May 11,1994
"
Mr, Gary Rowe
Public Works Director
1820 Jefferson Street
Port Townsend, WA 98368-5724
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Jefferson County
Chimacum Road rmfrovement
STPR-RS.Q161 (002
FUND AUTHORIZATION
Dear Mr. Rowe:
We have received FHWA fund authorization, effective April 25, 1994, for this
project as follows:
PHASE
Right of Way
TOTAL
$152,112
FEDERAL SHARE
$131,577
a total of $128,714 ($107,000
J
This supplement increases your PE funds to
federal share).
Enclosed for your information and file is a fully executed copy of Supplement
Number 3 to City/County Agreement LA-1416 between the state and your
agency.
Federal funds for this project are limited by your regional STP project selection
agency to $154,000. All costs beyond those in the latest executed agreement
are the sole responsibility of your agency.
.
Upon receipt of your certification of Right of Way, notification that the project is
ready for advertisement and a supplement to the City/County Agreement which
includes construction funds, the construction phase of this project will be
considered for funding. .
You may proceed with the administration of this project in accordance with your
WSDOT approved Certification Acceptance agreement.
Sincerely,
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WTG:ds
Enclosure
cc: Bob Holcomb, Dlst. 3/7440
WAYNET. GRUEN,PE
Deputy Assistant Secretary
Local Programs
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AGENCY WASHINGTOn STATE ~~A1D PAO..ECT NUMBER
Jefferson County DEPARTMENT OF TRANSPORTATION RS -0161 (002)
""TE CITY/COUNTY AGREEMENT AGREEMENT NUMBER
SUPPLEMENT NO. 3 LA-1416
The ~/County of Jefferson desires to supplement the agreement entered into and
executed on '1/?E;/Q, as identified above, All provisions in the basic agreement remain in effect
except as expressly modified by this supplement.
The changes to the agreement are described as follows:
PRC,jECT ~ESCRIPTION
Name Chimacum Rd. Improvement. CR0953
Length 0.38
Termini Old Hadlock Rd. to County Shop
Description of Work Widen for two-way left turn channelization. drainage improvements.
pedestrian facilities. and overlay with AC pavement.
Reason for Supplement Additional P.E. costs associated with intersection relocation at
Old Hadlock Rd. & redesign of old intersection location. and to correct transposition
error of line b & c on supplement No.1.
,
ESTIMATE OF FUNDING
TYPE OIF WORK (1) (2) (3) (4) (5)
PREVIOUS AGREEMENTI SUPPlEMENT ESllM.\TEDTOTAL ESl1MATED ESllMATED
SUPlUMENT PROJECT FUNDS AGENCY fUNDS FEoeAAL fUNDS
P.E. a, Agency Work ..~P...2.QQ,.... ....5,.:1),4.... ,..9;1....fiH. ". .... .7...Q?9..., .~4A!1.4......
b, Other ..c.onsul tant ..?:;....Q,QQ... .. ,..~~,':;.QQm. ... fl.:1....!'iQQ. __. ... ;I..4...?5:;.... :Z9,J.4.~..__..
c. Slate Services -L.2.~ 1.100 2.600 439 ~161
d. Total PE Cost Estimate (a+b+c) 62.700 66,014 128,714 21,714 07,000
Rlght.of.W.y
e. Agency Work ,..::-.P.':.,.,... ,..l.~,S.!'i(i.... ...J.~....!'i5L.. ,. __ J....Q~9.... .n,.7.~!:i......
f. Other ... ::-.P.':. __.... . ).:35,S.!i(L.. __:j.~S.I.!25p.,. . ...;1.8...:3Q9.... t7,,2,!i.!:i.,....
g, State Services -0- 3.000 3.000 405 2.595
h, Total RIW Cost Estimate (e+f+ll) -0- 152,112 152,112 20,535 31,577
Construotlon
i. Contract 00_00...... _............. -.... -........-.... ..... ......................... .. ............. ............-. -...................... '"
J, Other ........................... ......... ............ -.... .....................--. -....................... ...........................
k, Other ........................... ...........-............. ..................... ....................... .. 00.. _....................
I. Other. ,
m. Total Contract Costs (i+j+k+l)
Con~truction Engineering
n. Agency ........................ ........................ ........................ .......... ..-......-... ........................
0, Other ........................ -....................... ......................... ..................... ..........................
p, Stale Forces
q, Total Const. Engineering (n+o+p) *
r, Total Consl. Cost Esllmate (m+q)
e, TOTAL COST ESTIMATE
OF THE PROJECT (d+h+r) (~Z.,lCiD 2, \ fl, \ 1-1e Z80, B'L.i<> '?2., 7A "\ :1. ~ eo, ""'7'7
. Federel particIpation In Const~~ction E!!.\l!neering (q) is limited to 15% of the Tolal Contract Costs. (line m, column 5) -
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further stipulatos that pursuant 10 saId Tltie 23, regulations and policies and procedures, and as a condition to
e ral funds obligated, it accepts and will comply with the applioablu provIsions.
~ WASHNGTONSTATE
DEPARTMENT OF TRANSPORTATION
c,,,,, M.N,eo.,nly ~on.."i'iHi:i..o" ~'_ J.1 L-"1? ~'
nton, Chairman _tq!J JId.
Conmissioners By: APR r:r~'gr '"
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( STATE OF WASHINGTON C
In the matter of:
COUNTY OF WASHINGTON
x
118-94
RESOLUTION NO.
Revising a County project x
designated as CR0953 x
IT IS HEREBY RESOLVED that Chimacum Road , county Road
No. 932507 , from M.P.~ to M.P.~, be improved as
follows:
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widen to include two-way left turn channelization, construct
storm drainage facilities, curbs, gutters and sidewalk, surface
with A.C. pavement, and install traffic facilities.
IT IS FURTHER RESOLVED that an appropriation from the officially
adopted road fund budget and based on the county Engineer's estimate
is hereby made in the amounts and for the purpose shown:
PURPOSE
PREVIOUS APPROPRIATION PRESENT APPROPRIATION
$130.000 (107.000 ISTEA) $ 167.910 (139,584 ISTEA)
Engineering
Right of Way
Acquisition $152.200 (131.480 ISTEA)
Sub-Total $282.200 (238.480 ISTEA)
,~onstruction: $600.000 (184.160 RAP
& 233.200 ISTEA)
xx Contract
__ County Forces
$ J.52.200 1131.480 ISTEA)
$
$
320.110 (271,064 ISTEA)
854.624 (184.160 RAP &
303.399 ISTEA) ,
TOTAL
$882.200 (184.160 RAP
& 471.680 ISTEAL----
$1.111.055 (184.160 RAP &
471. 680 ISTEA)
xx This project is included in the officially adopted annual
road program as Item No. 1
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36,,81.130.
IT IS FURTHER RESOLVED that:
xx The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seg.
PASSED AND ~DOPTED THIS
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
cf\\. ,'71r.r'1/ C-e i.
'1-~ DAY OF~~ ~ , /?life..
BOARD OF JEFFERSON COUNTY COMMISSIONERS
SEAL:
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V" Department of Transportation
Sid Morrison
Secretary of Transportation
Transportation Building
P,O, Box 47300
Olympia, WA 98604-7300
December 23, 1994
Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson Street
Port Townsend, WA 98368-5724
1li''''' rT",,, Ii"'" ro ';I rJ ~ ll~
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C:C 2; 1994
.JEFFERSON COUNTY
PlJ8UC W()~I.(S DEDT
Jefferson County
Chimacum Road
STPR-RS-Q161 (002)
Dear Mr. Rowe:
Enclosed for your information and file is a copy of Supplement Number 4 to
Local Agency Agreement LA-1416 for the subject project between the state and
your local agency.
This supplement increases your PE funds to a total of $167,910 ($139,584
federal share).
Sincerely,
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WAYNE T. GRUEN, PE
Deputy Assistant Secretary
TransAld
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Enclosure
cc: Bob Holcomb, Olympic Region /7440
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.~WASHINQTON ST,\\TE . "DE ,~PAO.ECTNVMIlEll
DEPARTMENT OF TRANSPORTATION RS Q161 (002)
CITY/COUNTY AGREEMENT AGREEMENT NUMBER
SUPPLEMENT NO. 4 LA 1416
desires to supplement the agreement entered into and
as identified above, All provisions in the basic agreement remain in effect
AGENCY
Jefferson County
DATE
U/7/94
Thex:lCy/Countyof Jefferson
executed on 3/25/91
except as expressly modified by this supplement.
The changes to the agreement are described as follows:
PROJeCT DESCRIPTION
Name Chimacum Rd. Improvement,
CR0953
length
0.38
Termini Old Hadlock Rd. to County Shop
Description of Work Widen for two-way left turn channel ization, drainage
improvements, pedestrian facilities, and overlay with AC pavement.
Reason for Supplement Additional P.E. costs associated with R!W acquisition changes
& intersection relocation at Old Hadlock Rd. & redesign of old intersection
location.
ESTIMATE OF FUNDING
TYPE OF WOR,K (1) (2) (3) (4) (5)
PREVIOUS ACREEt.ENTI SUPPlEMENT ESTIMATED TOTAL ESTIMA. TED ES11MATED
SUPPLEMENT mOJECT FUNDS AGENCY FUNDS FEDERAL FUNDS
P.E. a, Agency Work _. .4.!-J.Ei ;1.,4.,., .. ;I..Q 1.4.~ .2.... .__~;;!J.O,M... ___. SJ.7 ,13.3... .__4.~J.Z.8.L.
b, Other ('!nn~l1'i-.=Inr .. .8.1 J.!:! 9.Q,.. .. 7.l! '''~ 1.4..:. .;I.),JJ.;;!!!.1... ..).~J.1..P.4... .. ,HJ.l.4.Q __.
c. State Services 2,600 -0- 2.600 439 2.161
d, Total PE Cost Estimate (a+b+c) 128,714 39,196 167,910 ' 28,326 139,584
Rlght.of.W.y
e. Agoncy Work ...l,~J.!:!?Ji... ....-:0::...... .. "U J.!2 5.Ei , .. no .lJ.l3;l,Q... ..J.lJ.7AQ...
I,Othor .V.!2 J.!:! ?Ei... ....-: Q:: -- -- -. ,J..3.SJ.!25Ji... __ J. SJ.J P.Q... ,J.J.7J.Z5.Q...
g, State Services 3.000 -0- 3.000 405 2.595
h, Total A!W Cost Estimate (e+I+Q) 152,112 -0- 152,112 20,535 131,577
Con..:ructlon
i. Contract .......... -- -... ........ .......--.......... ...... .--..... -. .....-..-........... .-..... - ....- _.....
I.Othar ..... - -.. ...... --. .........--............. --.......-...-....-. ...-................... ....... -.. ...........
k. Othor ..... ..-.. ............... .............. -......... ...........-........... .....................-. ....-................
I. Othar "
m, Total Contract Costs (l+j+k+l)
Construction Engineering
n, Agency ....................... ..-................ . .................. ....... ............... ....................
o. Other ..... -..-......... ................... .... ................... ...................... -..................
p, Stata Forces
q, Total Const. Englnaarlng (n+o+p) .
r. Total Conat. Coat Estimate (m+q)
a. TOTAL COST ESTIMATE
OF THE PROJECT (d+h+r) 280,826 39,196 320,022 48,861 271,161
. Federal participation In Conatructlon Englnaerlng (q) Is IIm/teCl to 15% of the Total Contract Coals. (line m, column 5)
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The local agency further atlpuletes thai purauanl to eald Tllla 23, regulations and pollclea end procedures, and es a condition to
pa Federal lunds obligated, It accepls and will comply with the appllcablo prov/slons,
AC3 WASHINGTON STATE
J......... DEPARTMENT OF TRANSPORTATION
m N, Coon1)' Co!Tlmlalllon.,s or M1\von
inton, Chai.rmar. By:~ c,---
~.;[ef~J:'son County Board of COIi1,ois.ilio(\(lr1L-
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ROYI,"" 'MO
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
lC
24-95
RESOLUTION NO.
Revising a County project lC
designated as CR0953 x
ZT IS 9EREBY RESOLVED that Chimacum Ro~, County Road
No. 932507 , from M.P.~ to M.P. 0.44 , be improved as
follows:
Widen to include two-way left turn channelization, construct
storm drainage facilities, curbs, gutters and sidewalk, surface
with A.C. pavement, and install traffic facilities.
IT IS FURTHER RESOLVED that an appropriation from the officially
adopted road fund budget and based on the County Engineer's estimate
is hereby made in the amounts and for the purpose shown:
PURPOSE
PREVIOUS APPROPRIATION PRESENT APPROPRIATION
$167.910 (139.584 ISTEAl $ 152.600 (126.856 ISTEAl
Engineering
Right of Way
Acquisition $152.200 (131.480 ISTEAl
Sub-Total $320,110 (271.064 ISTEAl
Construction: $854,624 (184.160 RAP
& 303.399 ISTEA)
$ 88.000 ( 76.120 ISTEA)
$ 240.600 (202.976 ISTEA)
$ 904,950 (184.160 RAP &
268.255 ISTEA & 211.056 citv
of Port Townsend)
~ Contract
_ County Forces
TOTAL
$1;111.055 (184.160 RAP
-i 471.680 ISTEA)
$1.145.550 (184.160 RAP &
~31 ISTEA & 21L 056 citv
of Port Townsend)
XX This project is included in the officially adopted annual
road program as Item No. 1
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.~1.130.
IT IS FURTHER RESOLVED that:
xx The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seq.
The conatruction is to be accomplished by County forces in
accordance with R.C.W. 3~7.060 and W.A.C. 136.18. .
PASSED AND ADOPTED THIS ;;L7 DAY 01' 111 c:t.A/I~ , ?1fI:?' .
BOARD 01' JEFFERSON COUNTY COMMISSIONERS
SEAL:
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Washington State
Department of Transportation
Sid Morrison
Secretary of Transportation
Transportation Building
P,O, Box 47300
Olympia, WA 98504.7300
May 1,1995
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Mr. Lou Haft
Interim, Public Works Director
Jefferson County
1820 Jefferson Street
Port Townsend, WA 98368-5724
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~EFFER~u"j Go U[\iTY
Jefferson CountY"U8UG ;j\!()R:"S DEPT
Chimacum Road
STPR-RS-Q161 (002)
FUND AUTHORIZATION
Dear Mr. Haft:
We have received FHWA fund authorization, effective April 24, 1995, for this
project as follows:
PHASE
Construction
TOTAL
$310,121
FEDERAL SHARE
$268,255
In addition, this supplement decreases your PE funds to a total of $152,600
($126,856 federal share) and decreases your ROWA funds to a total of $8B,000
($76,120 federal share).
Enclosed for your information and file is a fully executed copy of Supplement
Number 5 to Local Agency Agreement LA-1416 between the state and your
agency.
Federal funds for this project are limited by your regional STP project selection
agency to $471,6BO. All costs beyond those in the latest executed agreement
are the sole responsibility of your agency.
Please remember to provide your Regional TransAld Engineer with one set of
PS&E for his use at least two weeks prior to requesting a contract number.
A contract number must be obtained from WSDOT m:JQr to advertising for bids
on local ad and award projects. Reimbursement for construction costs will not
begin before the contract Is awarded.
You may proceed with the administration of this project In accordance with your
WSDOT approved Certification Acceptance agreement.
Sincerely,
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Deputy Assistant Secretary
TransAld
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Enclosure
cc: Bob Holcomb, Olympic Region /7440
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AGENCY
Jefferson County
DATE
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
CITY/COUNTY AGREEMENT
SUPPLEMENT NO. 5
FEDEAALo6JD PAO.I:CT NUMOER
RS Q161 (002)
AGREEMENT NUMBER
LA-1416
3/17/95
The ll!:ilY/County of Jef fer son
executed on 3/25/91
except as expressly modified by this supplement
The changes to the agreement are described as follows:
desires to supplemenlthe agreement entered into and
as identified above. All provisions in the basic agreement remain in effect
PROJECT DESCRIPTION
Name Chimacum Rd. Improvement, CR0953
Length
0.38
Termini Old Hadlock Rd. to County Shop
Description of Work
Widen for two-way left turn channelization, drainage improvements,
Redestrian facilities, and overlay with AC pavement.
-Reason for Supplement
Applying for construction funds.
TYPE OF WORK
(1)
PREVIOUS AGREE~NTI
SUPPlEMENT
ESTIMATE OF FUNDItlGi
(2) (3) (4)
SUPA.EMEm ESTlWl.TEOTOTAL ESTlW,TEO
PROJECT fUNDS AGENCY fUNDS
(5)
ESllt.4ATEO
fEDERAL FUNDS
P.E. a, AgencyWork
b. Other Consul tant
c. State Services
d. Total PE Cost Estimata ll+b+c
Rlght.of.Way
e. AgencyWork
t, Other Consul tant &
g, State Sarvices Property
h, Total ANI Cost Estimate e+f+
Construct/on
I, Contract
I. Other
k. Other
I, Other
m. Total Contract Costs (1+I+k+l)
C;:onstructJon Engineering
n. Agency
0, Other Consultant
p. State Forces
q. Total Consl. Engineering (n+o+p)
r. Tolal Const. Cost Estimate (m+q)
s. TOTAL COST ESTIMATE
OF THE PROJECT (d+h+r)
. Foderal artici ation In Construction En
u..!..... _ __. .. _, .~__ _ __. _. .. __ _~ .____, _. __19,< 15)2;3. __.
jJ.)1J.~~AL. __~:I.&q9.... __~p_dl)2L_. __7.!3.<J..4~m.
_ -0- 2,600 439 2,161
(15,310) 152,600 '25,744 126,856
,
ID=-:?~:C::
2,600
167,910
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__l.h~p.f,i.__. ..l~.I,~?_~L, ___~,<7.q9.__. ___...P.:!?... ._3,<9.~?....
J..~~J.~.?L.. l.?!2.1.:j?,~L. ..~P.<;3_q9..._ ..!P.dI.49.... ,.~~,<~,~9___. :<(,~
3,000 -0- 3,000 405 2,595
152,112 (64,112) 88,OQO 11,880 76,120
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~lO 11.1 268,255
'1-'~O,t..'I<1
3 2 0 , 022 (.:r9-,-4-2.z-) 550 , 721 7 9 , 490 4 71 , 2 31,
Ineerin q) Is limited to 15% of the Total Contracl Cosls. (line m, column 5)
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The local agency further stipulates thel pursuant to sold TIUe 23, reguloUons and policies and procoduros, and os II condition to
payment of !he Federal funds obligated, It c ts and will comply with tha applicable provisions,
AGENCY OFFI IA WASHINGTON STATE
C':' DEPARTMENT OF TRANSPORTATION
By:
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Washington State
Department of Transportation
Sid Morrison
Secretary of Transportation
Transportation BlJilding
P,O, Box 47300
Olympia, WA 98504.7300
February 12, 1996
Ms. Klara Fabry
Public Works Director
Jefferson County
1820 Jefferson Street
Port Townsend, WA 98368-6999
Jefferson County
Chimacum Road Improvement
STPR-RS-Q161 (002)
Dear Ms. Fabry:
Enclosed, for your information and file is a copy of Supplement Number 6 to
Local Agency Agreement LA-1416 for the subject project between the state and
your local agency. '
This supplement increases your Construction funds to a total of $453,390
($392,182 federal share).
Sincerely,
qj~~.~
WAVNET. GRUEN, PE
Deputy Assistant Secretary
TransAld
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Enclosure
cc: Bob Holcomb, Olympic Region /7440
RECEHfED
FEB 1 61996
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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AGENCY
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AGEt= WASllIIllGTON lSTATE ' .. fElXlW.M>PAD..ECT>u&R
Jefferson Count DEPARTIiENToFTRANSPORTAnON
Oo\no LDCAL AGEtiCY AGREEMENT
9/8/95 SUPPLEIIENTNO. Ii LA 1416
The Local Agency of Je f fe rson County desires to supplement the egreement entered into
and executed on 3/25/91 as identified above. All provisions in the basic agreement remain in
effect except as expressly modified by this supplement
The changes to the egreement are described as follows:
PRO.lECT DESCRIPTION
Chimacum Rd. Improvement, CR0953
Name
Length 0 1 R
Termini Old Hadlock Rd to County Shop
Description of Work
Widen for two-way left turn channelization, drainage improvements,
pedestrian facilities, and overlay with AC pavement.
Reason for Supplement
Adding funds from STPF-20l6(009)
ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3) (4) (5)
PREVIOtJS NiREE./ SUPl'I!MF.NT ESTIMATED TOTAl. ESnMATEO ESnMATED
SUPl'lfMENT PROIEcr FUNDS NiENCT FUNIlS FEDERAl FUNDS
P.E.
a. Agency Work 56.000 0 56.000 9.447 46,553
b. Other 94.000 0 94.000 15.858 78.142
c. State Services 2.600 0 2,600 439 2,161
d. Total PE Cost Estimate (a+b+c) 152,600 0 152,600 25,744 126,856
Right of Way
e. Agency Work 4,700 0 4700 635 4,06'
f. Other 80,300 0 80.300 10,840 69.460
g. State Services 3,000 0 3,000 405 2,595
h. Total RJW Cost Estimate (e+f+g) 88,000 0 88,OUO 11,880 76,120
Construction
I. Contract 269,703 124,549 394 252 53.224 341.028
j. Other 0 0 0 0
k. Other 0 0 0 0
I. Other 0 0 0 0
m. Total Contract Costs (l+j+k+l) 269,703 124.549 394.252 53,224 341,028
Construction Engineering
n. Agency 4,418 2.046 6464 873 5592
o. Other . Consultant 30,000 13895 43 895 5926 37 969
p. State Forces 6,000 2,779 8,779 1,185 7,594
q. Total Const. Engineering (n+o+p) 40,418 18,720 59,138 7,984 51,154
r. Total Const. Cost Estimate (m+a) 310,121 143,269 453,390 61,208 392,182
s. TOTAL COST ESTIMATE
OF THE PROJECT fd+h+rl 550,721 +- 143.289 = 693 990 = 98 832 'f 595.158
Federal oartlcloation In Construction Enolneerl"" In\ Isllmlted to 15% of the Total Conlract COSIll. IIIne m. column 5
10
.
Tho local agency further otlpulates that purauantlo eatd Tills 23, regulationa and policIes and procadureo, and os a condition to
payment of the Federal funds obllgatod, It acceplB and will comply with the appllcablo provlalona,
AGENCY OFFICIAL WASHINGTON STATE
DEPARTMENr OF TRANSPORT ATlON
By; ,), r"
~ ' By: <a:tj/h()~jjiJ:f.:~
Jtff.pJr.5011\ ~:: ~ :_ i' .j .,,1'
OOT 1'6041 .-~iiiiiiCI
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Washington State
Department of Transportation
Sid Monl.on
Secretary of Transportation
Transportation Building
P,O. Box 47300
Olympia, WA 98504.7300
February 3, 1997
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Ms. Klara Fabry
Public Works Director
Jefferson County
1322 Washington St.
Port Townsend, W A 98368-6729
JRECEIVED
I FEB 0 7 1997
; JEFFERSON COUNTY
1 PUBLIC WORKS DEPT.
Jefferson Co.
Chimacum Road
STPR~RS-Q161(002)'
LA-1416
SL-1208
RW-3262
SA-2649
Dear Ms. Fabry:
We have received notification that this project has been completed. To
expedite the closure of our agreement with your agency, we have scheduled
to dose the project accounts on February 28, 1997. If there are any
expenditures incurred on this project that your agency would like to claim,
please process a final billing prior to this date. Contact your Regional
TransAid Engineer if you need an additional billing form.
If your agency is not able to prepare its final billing prior to the scheduled
closure date, please submit a written request for a time extension to the
Regional TransAid Engineer. No additional billings will be accepted after the
scheduled closure date unless a time extension has been approved.
Sincerely,
v//~~
KATHLEEN B. DAVIS
Federal Funding Manager
TransAid
KBD:jr
MPY
cc:
Bob Holcomb, Olympic Region. 744\J
Materials Lab
Agency Accounting
Olympic Region Accounting
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COe)rv Jefferson
RAP Region Northwest
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COUNTY ROADADMIN/STRAT/ON BOARD
RURAL ARTERIAL PROGRAM:
PRELIMINARY PROSPECTUS
IDENTlFJCA nON
Road NwnbcrlName 93250 Chimacurn Road South
Beginning M.P. ~
Ending M,P. ....!.=11...
Fed, Func. Class E-
County Map Ref. 2-
Stale Leg, Dist. ~
Six-YearT.I.P, Priority No. ~
DESCRIPTION OF PROPOSED IMPROVEMENT and CONDmONS TO BE CORRECTED
Widen and pave shoulders to current standards, channalize one (1) ,intersection, min r
improvements to three (3) intersections, install bicycle/pedestrians facilities.
These improvements are required because of the vacation of Old Hadlock Road that
runs adjacent to Chimacum Road. Part of the agreement for the vacation required
we provide bicycle/pedestrian facilities along Chimacum Road.
ESTIMATED FUNDING
(Ut,e addn, abcets OJ ncccswy."""", vicinity aup)
TOTAL ->
I S in thousands ]
I iliIf" I ;~~;;OO"'
fIu!n
DcsignlPrelim. Engr
RighI of Way
Construction
RATA porcent - > I 56%
If RATA percent for construction Is less than region prorata,lndicale source of supplementary
funds: Local funds, ISTEA
.
Special eD\ironmental, pennltting, ROW Dr other considerations thaI could significantly afrecl
project scheduling: !lOol
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.
NER only: 3R or Reconstruction? _ 3R _ Reconstruction
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LOCAl. PROJECT APPROVAL
RAP Prellmlrw)' Prospectus prepared under the supervision of:
(l'IlELI,.,.AU., /lIiP~J
--
Signature -~~r I Dale
Deputy Director Engineerin
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COUNTY 16
RAP Region NW
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM
PROSPECTUS
· IDENTIFICATION
Road Name/Proj No. Chimacum Rd.
.Rd. No. 93250
TOTAL RATING g
(See Worksbeet No. I)
County Map Ref. --L-
State Leg. Dist. ~
Beginning M.P. 0.41 Ending M,P.-L.U. Length 0.72
Six Year T,I.P. Priority No, ....!L- Federal Funct. Class ~
· DESCRIPTION OF PROPOSED IMPROVEMENT and CONDmONS TO BE CORRECTED
(Use additional sbeets as necessary. attach vicinity map)
Widen and pave shoulders to current, standards, channelize one (11 intersection,
minor improvements to three (31 intersections, add a two way left turn lane,
install bicycle/pedestrian facilities. These improvements are required because of
the vacation of Old Hadlock Rd. that runs adjacent to Chimacum Rc1. Part of the
agreement for the vacation required we provide biCYCle/pedestrian facilities
along Chimacum Rd.
· ESTIMATED FUNDING AND TIMING
I $'5 in tbousands ]
EstMontblYear
En r
96
If RATA Percent for construction is less tban region l'rorata, indicate source of supplimentary funds:
Local Funds
Speeia\ Environmental. penniting., ROW or otber considerAtions that could significantly affect project scbeduling:
RON
NER. PSR and SER only:
i.
Ifbridse project. indicate ifFedAid bridse_or 'Stand A1one'__
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· LOCAl. PROJECT APPROVAl.l
RAP Preliminary Prospeetus prepsred under tbe supervision or: ,~~~ /~/.v ~_j, /
V', ~rkvrftr I Dalo '6J'/t/f y
tor of Engineer~,3'-" loti
RAP Projl'lCl Prospectus .ubmilled to CRAB wltb tbe .proval :'."''(7 -,
y uIi'ilJsaioner I ale
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WAC 136-130-040
Sheet 11 of 11
GEOMETRICS. Continued p.3/3
PAVEMENT AND SHOULDER WIDTHS - 20 Points
c..H,',""c.cAWl. R~. '5'3ZS0
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PAVEMENT WIDTH
Existing Pavement Wi.dth (WpE)= ZZ-
Design Pavement width (WPD) 'S6
SHOULDER WIDTH
Existing Shoulder width (WSE) = '3
Design Shoulder width (W~) 8
WIDTH RATING (20 Points Max.)
[(WpD - WpE) + (WSD - WSE)] x 2.5
'36 - 22 $ - '3
ILl .,... ~., It;)< 2.$
(./7." = Rating 2D
TOTAL GEOMETRIC RATING
SUM OF:
HORIZONTAL
VERTICAL
AND W:tDTH
+
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SPECIAL RATING (5 points Max.)
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If the project is D2t on a Major Collector add 0 points
SPECI~L RATING ~
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PROJECT, NO. 932507
TYPICAL SECTION
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PAGE 1 11:04:10 10 AUG 1994
Key. . . . . . . . . . . . Road# Road Name. Milepost Date.... SEVERITY. LOOKUP
Z 93250*05100*001 93250 CHIMACUM R 5.100 03-13-85 PERS INJURY
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:I: z I 93250*00180*001 93250 CHIMACUM R .180 04-01-85 PERS INJURY
I-- W \ 93250*00090*001 93250 CHIMACUM R .090 02-06-86 PROP DAMAGE
~~( 93250*01140*001 93250 CHIMACUM R 1. 14 0 06-07-86 PROP DAMAGE
dg! 93250*01570*001 93250 CHIMACUM R 1.570 07-26-86 PROP DAMAGE
en 01 93250*00640*001 93250 CHIMACUM R .640 08-03-86 PROP DA"~AGE
trJW 93250*00290*001 93250 CHIMACUM R .290 04-22-88 PERS INJURY
w:I:'
....J 1-' 93250*01140*002 93250 CHIMACUM R 1.140 06-11-88 PROP DAfoT.AGE
en 1.1.1 93250*99990*001 93250 CHIMACUM R 99.990 07-08-88 PROP DAMAGE
~~f 93250*00300*001 93250 CHIMACUM R .300 02-13-89 PROP DA.>ofAGE
~:::; 93250*01280*001 93250 CHIMACUM R 1.280 04-15-90 PERS INJURY
1.1. c(l 93250*00270*001 93250 CHIMACUM R .270 05-23-90 PERS INJURY
~~ 93250*00360*001 93250 CHIr1ACUM R .360 09-24-90 PROP DAMAGE
:I:w 93250*01160*001 93250 CHIMA CUM R 1. 160 11-02-90 PROP DAMAGE
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ZI-- 93250*01120*001 93250 CHIMACUM R 1.120 02-10-92 PROP DAMAGE
~~ 93250*00350*001 93250 CHnlACUM R .350 04-16-92 PROP DAMAGE
w 93250*00640*002 93250 CHIMACUM R .640 06-03-92 PERS INJURY
::E::l 93250*00010*001 93250 CHIMACur~ R .010 10-11-92 PERS INJURY
:;) 93250*01570*002 93250 CHIMACUM R 1.570 11-13-92 PROP DAMAGE
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WAC 136-130-040
Sheet 1 of 11
/
county: TeFf"epsOA{
Project Name: C-J.l,'rn'1c1lf1rl 1<1:>,
Project No.: 11325"0 r",l> ,.,.4( - ""-r' \.\')
(from prospectus)
six Year T.I.P. Priority NO.:~
WORKSHEET RECAP
Possible
~
TRAFFIC VOLUME 10
Scored
~
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TRAFFIC ACCIDENTS 10
-L-
STRUCTURAL (Rate only one type)
Asphalt or L.B.S.T.
Portland Cement Concrete
Gravel or Earth
Visual Rating 10
Roadrater Rating 30
Subtotal
'.0
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40
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GEOMETRICS
Width
Horizontal Alignment
Vertical Alignment
2.0
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20
10
10
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Subtotal
40
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SPECIAL
Major Collector (07)
5
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TOTAL NWR RAP WORRSHEET RATING
105
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points for Visual Ratina portion of the ~ will be
assigned by the RAP Engineer.
No points are Allowed for conditions which are not going to bo
improved by the proposed project.
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WAC 136-130-040
Sheet 2 of 11
.TRAFFIC VOLUME 110 Points Max.-1.
Current Est. ADT - ~~~Q Current Est. Truck ADT (if known) 16~
"Determine Traffic Volume Rating using Table below
ADT = Average Heekdax Traffic Volumes
:rRAFFIC ACCIDENTS (10 Points Max~
TRAFFIC VOLUME RATING ~
Equivalent property Damage Only Accidents, Three Year Average
Property
Damage
Only
Year
Injury
Fatal
------------------------------------------
19 "I,
19,E'
19~
Subtotal
Factor
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(Eq.Acc.
/ mile)
Determine Accident Rating
using Table below
-,
(TotalT
+ 3 + . ,2
(Length
in miles)
TRAFFIC ACCIDENT RATING ~
ACCIDENT AND TRAFFIC RATING TABLE
--------------------------------------------
Average
ADT
Average
TrucJe ADT
Equivalent Rating
Ace/Mile Points
--------------------------------------------
< 50 < 5 0-2 0
50-100 5-10 3-4 1
100-250 10-25 5-6 2
250-500 25-50 7-8 3
500-750 50-75 9-10 4
750-1000 75-100 11-12 5
1000-1250 100-125 13-14 6
1250-1500 125-150 15-16 7
1500-2000 150-200 17-18 8
2000-2500 200-250 19-20 9
>2500 >250 >20 10
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Note: Use the highest value ot ACT or Truck ADT
NWR 07/05/94
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WAC 136-130-040
Sheet 3 of 11
ROADWAY STRUCTURAL CONDITION (40 Points Max.)
VISUAL RATING (10 Points Max.)
Roadway shall be structurally rated by the fOllowing types: Asphalt and
L.B.S.T., Portland Cement Concrete, and Gravel or Earth on the appropriate
form. Ratings for the Structural Condition shall be reviewed and adjusted
for consistency with rating criteria by the RAP Engineer.
ASPHALT OR L.B.S.T. ONLY
Type
Distress
Degree
of Distress
Percentage
of Distress
Max. of
Pts. Points
1-15%
16-30%
>31%
Rutting
Slight (1/4"-1/2")
Moderate (1/2"-1")
Severe (1" or greater)
4
o
1
2
2
3
4
1
2
3
Raveling
slight
Moderate
Severe
3
o
1
2
2
3
3
1
2
2
Corrugations
Slight (1/4"-1/2")
Moderate (1/2"-1")
Severe (1" or greater)
1
3
6
6
8
10
3
6
8
10
Alligator
Cracking
Slight (less than 1/8")
Moderate (1/8"-1/4")
Severe (1/4" or greater)
8
5
6
8
1
3
5
3
5
6
Transverse
Cracking
slight (less than 1/8")
Moderate (1/8"-1/4")
Severe (1/4" or greater)
4
o
1
'2
2
3
4
1
2
3
Longitudinal
Cracking
slight (less than 1/8")
Moderate (1/8"-1/4")
Severe (1/4" or greater)
o
1
2
2
3
4
1
2
3
4
i.
Patching
slight
Moderate
Severe
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2
1
2
3
2
3
4
Flushing Slight (Bleeding) 0 1 2
Moderate (Course Agg.) 1 2 3
Severe (Slick) 2 2 3 3
---------------------------------------------------------------------------
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condition Rating - Points + 4-
+ 4
\.......
ROADWAY STRUCTURAL CONDITION RATING - ASPHALT OR L.B.S.T. /.0
NWR 07/05/94
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WAC 136-130-040
Sheet 4 of 11
ROADWAY STRUCTURAL CONDITION (continued)
PORTLAND CEMENT CONCRF.~E PAVEMENTS ONLY
Type
of Distress
Degree
of Distress
Percentage
of Distress
Max. Rating
Pts.
1-15\
16-30%
>31\
Cracking 1-2 Panel Lengths 1 2 4
3-4 Panel Lengths 2 4 6
> 4 Panel Lengths 4 6 8 8
---------------------------------------------------------------------------
Raveling
slight
Moderate
Severe
3
o
1
2
1
2
2
2
3
3
Joint
Spalling
1/8"-1"
1"-3"
> 3"
6
1
2
3
3
5
6
2
3
5
Pumping
Slight
Moderate
Severe
5
1
2
3
2
3
4
3
4
5
Blowups Number / Mile 1 2 3 3
----------------------------------------------------------------------------
Faulting 1/8"-1/4" 1 2 4
1/4"-1/2" 2 4 6
> 1/2" 4 6 I) 8
----------------------------------------------------------------------.-----
Patching
< 5% of Panel
6-25% of Panel
> 25% of Panel
4
o
1
2
1
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Pavement
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ROADWAY STRUCTURAL CONDITION RATING - pce
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GRAVEL OR EARTH ONLY
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NwR RAP Rating Worksheet
WAC 136-130-040
Sheet 5 of 11
Note: Rate only those qualities which cannot be readily corrected by
maintenance blading
Type
of Distress
Heaving
Rutting
Potholing
Drainage
Surfacing
Depth
Surface
Quality
Degree
of Distress
1-15%
Slight
Moderate
Severe
Slight
Moderate
Severe
slight
Moderate
Severe
Good
Fair
Poor
Good
Fair
Poor
Good
Fair
Poor
Condition Rating - Points + 4
Percentage
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WAC 136-130-040
Sheet 6 of 11
ROADWAY STRUCTURAL CONDITION - (Continued)
ROADRATER RATING (30 Points Max.)
For counties which do not have an actual truck count available the following
rating procedure, taken from the Asphalt Institute Manual series No. 17
(MS-17), shall be used. If a county wishes to develop the INITIAL TRAFFIC
NUMBER (ITN) by an actual truck count, please follow the procedure provided
in the MS-17 Manual.
DEFINITION OF TERMS
URBANIZED RURAL AREA is defined as primarily residential with emphasis
on light traffic with 20% or less of the area in agriculture,
timber, or industrial use.
AVERAGE RURAL AREA is defined as primarily agricultural area with
farm to market hauling.
HEAVY RURAL AREA is defined as primarily timbered or industrial use
with heavy hauling.
PROCEDURE
1) Determine the NUMBER OF HEAVV TRUCKS (NUT)
NHT ... "J.~~ x f~f{~~) x'~ ; .23 f
where A Percentage of heavy trucks in design lane
A ... 50 for a two lane road
A ... 45 for a four lane road, and
B '" Percent of heavy trucks in traffic stream
B 0.08 in Urbanized Rur.al Area
B ... 0.14 in Average Rural Area
B ... 0.16 in Heavy Rural Area, and
Locate NHT on line C, Figure 111-1
2) Determine the GROSS HASS OF HEAVY TRUCKS (GMHT)
GHHT 25k in Urbanized Rural Area
... 30k in Average Rural Area
... 40k in Heavy Rural Area
Locate GMHT on line 0, Figure 111-1
Connect the values on lines C and D with a straight line; extend line
C-D to intersect line B to establish the PIVOT POINT
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D~tBrmine the SINGLE-AXLE LOAD LIMIT for line E, Figure 111-1
Use lS,OOO Ibs. for all applications
Locate the value of 18,0~0 lbs. on line E
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WAC 136-130-040
Sheet 7 of 11
ROADWAY STRUCTURAL CONDITION (Continued)
5) Connect the value for the SINGLE-AXLE LOAD LIMIT on line E with the
PIVOT POINT on line B and extend the connecting line to line A
6) Determine the ZNZTZAL '1'RAFFZC NUMBER (ZTN) where extended line E-B
intersects line A
FIGURE :nI-1
TRAFFIC ANALYSIS CHART
(For Determining the Value of the INITIAL TRAFFIC NUMBER)
A B
D
c
B
bomple
r~' 15 D
C 10.000
7000
~ sooo
j; 1000 3000
800
roo 2000
e 19
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WAC 136-130-040
Sheet 8 of 11
ROADWAY STRUCTURAL CONDITION (Continuedl
To determine the DESIGN TRAFFIC NUMBER (DTN) of the existing roadway enter
the DESIGN REBOUND DEFLECTION from the STRUCTURAL ADEQUACY EVALUATION tests
made by the Benkelman Beam or Road Rater on the chart below, Figure III-5
FIGURE III-5
DESIGN REBOUND DEFLECTION CHART
(For Determining the Value of the DESIGN TRAFFIC NUMBER)
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(For Design Rebound Deflections above o. ].00 use the min value of 1
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Point Value for Structural Rating a [1 - (DTN + ITN)] X 30 = /9.'
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Note: When (DTH + ITH) > 1 then Point Value for structural Rating = 0
Growth factors are assumed to be ot
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WAC 136-130-040
Sheet 9 of 11
GEOMETRICS (40 Points Max.) p.1/3
Geometric rating points shall be claimed only for those conditions which will
be impro~ed. Total points claimed should be proportional to the percent of
substandard sections to be corre~ted to design standards. If Local Programs
grants a design deviation, that is the standard you must correct to.
VERTICAL ALIGNMENT - 10 points
Using the Design Standards tables below as a guide, determine the
adequacy of the vertical alignments.
standard Grades ell; Max)
ADT <400 400 - 2000 >2000
(I~TT'eo.
FLAT 6 6 6 1Y,Ar-I
ROLLING 8 8 7 b':!,
MOUNTAINOUS 10 10 10
stopping Sight Distance
Design Speed -+ 30 35 40 45 50 ~r:'~A"E>~
Distance (ft) -+ 200 250 325 400 475 ' ~Io,:
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Good - Less than 2' of project length deviates from design
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VERTICAL RATING POINTS i7
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WAC 136-130-040
Sheet 10 of 11
GEOMETRICS. Continued p.2/3
BORXZONTAL ALXGNMENT - 10 Points
Use the table below to determine the adequacy of the horizontal
alignment.
MinimUll'. Llesign Speed
Max Degree
~.... <400 400 - 2000 >2000 of Curve
Flat 50 50 50 7.0 'fc ,(
Rolling 40 40 50 11.5 (,"
Mountainous 30 40 40 21.0 <:
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Points
Condition
All existing horizontal curves exceed design standards.
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All existing horizontal curves are equ,al to or no more than 5 MPH
below design standard.
One or more curves are 10 MPH below design standards.
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To determine the degree of curve measure along the tangent from either
the P.C. or P.T..toward the P.I. a distance of 30.9 ft then measure the
distance over to the curve in inches. The number of inches measured is
roughly the degree of curve.
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COUNTY (jefferson
RAP Region NW
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COUNTY ROADADMINlSTRATlON BOARD
RURAL ARTERIAL PROGRAM
PRELIMINARY PROSPECTUS
IDENTIFICA nON
RoadNumberlName ChimacUIll Rd., 93250
Beginning M.P. O. 41
Ending M.P. 0.98
Fed. Func. Class ~
County Map Ref. ~
State Leg. Dist ~
Six-YearT.I.P. Priority No. ---2-
DESCRIPTION OF PROPOSED IMPROVEMENT and CONDmONS TO BE CORRECTED
Based on a completed design report, widen and pave lanes and
shoulders to current standards, channelize one (1) intersecti n,
realign three (3) minor intersections, and two way left turn
lane from m.p. 0.41 to m.p. 0.64, install biCYCle/pedestrian
facilities from m.p. 0.50 to m.p. 0.73. These improvements
are required because of the vacation of Old Hadlock Rd. that
runs adjacent to Chimacum Rd. Part of the agreement for the
vacation required we provide bicycle/pedestrian facilities
along Chimacum Rd. The increased traffic from the Sheriff's
Department, the little league ball park, the county drop box
and a new a roved develo ment have triggered the warrants f.o
left turn channelization at E J.ns Rc1UlO_1u-u--.y.alladnlcinitylllOp)
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ESTIMATED FUNDING
f!1!!.u
DesigniPre\im. ~gr
Right of Way
Construction
TOTAL ->
[ : In thousands ]
Est Totsl Colt RATA Amount
68,400 54,720
123,732 98,985
524 410 346 295
716,542 500,000
RATA percent -:.1 70
If RATA percent for amstroctJon Is Jess than region prorata, Indicate source of supplementary
funds: Local Road Funds
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Special envlronmenlaJ, penn/tting, ROW or other conslderatloru: that could significantly affect
project scheduling: P.O~7 .
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RAP Preliminary Prospectus prepared under the supervisIon or.
[NW1'/lELlMXL.~. /fI1P6)
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CHIMACUM ROAD
PROJECT NO. 9~2.5QZ
TYPICAL SECTION
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JEFF~S~N COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P,E., County Engineer
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MEMORANDUM
DATE: May 6, 1991
TO: Bruce Laurie, Roads Projects Manager
Robert G. Nesbitt, P.E., County Engineer
FROM: Aubrey Palmer 11"
SUBJECT: Request to engage assistance of a consulting engineering
firm for county Road Project CR0953, Chimacum Road
Improvement.
The engineering staff hereby requests that Jefferson County Public
Works Department engage a qualified consulting engineering firm to
provide necessary engineering work for the above referenced
project.
This request is being made because Public Works does not have
sufficient qualified engineering employees to perform the
additional work within a reasonable time.
Independent Estimate CODsu1tant Timo/Cost:
Total Consultant cost for Consultant work in the Preliminary
Engineering phase is estimated to be $19,996.95 and take
approximately 32 days. Attached for your review is an independent
estimate for cost of consulting services required and estimate of
approximate number of hours required by the consultant to do the
work.
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project location and termini.
Chimacum Road, station 2+00.00 to station 20+00.00, M.P. 0.04 to
M.P. 0.38, Old Hadlock Road to Church Lane and approaches.
Estimato ot Total projoct Costl
Total project cost is $287,200.00 as shown on the attached approved
project Budget worksheet.
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Description o~ Consu1tant'sproposed Work:
The Consultant will be required to establish the position of points
and other work required for the ultimate location of the highways
encompassed by the limits of this project. The consultant will be
providing field survey observations and other work which includes:
Location o~ Roadwav:
Locating and staking on 50' stations with P.K. nails, 3,210' feet
of non-contiguous roadway centerline.
Locating all county road intersections, including private and
commercial approaches and driveways.
Profile 3,210 feet on 50'foot stationing of existing non-contiguous
centerline.
Cross section 3,210 feet on 50' stationing of existing non-
contiguous centerline.
Topography of improvements along impacted highways.
Project review.
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SURVEYING LIHI~S
COUNTY ROAD PROJECT CR0953
CHIlfACUM ROAD IMPROVEMEH'r
HXLE POST 0.04 to HZLB POST 0.38,
STATION LIMITS
LENGTH
CHlMACUM ROAD:
CO. RD. NO. 932507
STA. 2+00.00 to STA. 20+00.00
1800'
OLD HADLOCK ROAD
CO. RD. NO. 527109
STA. 0+00.00 to STA. 2+00.00 AND
STA. 10+40.00 to STA. 14+40.00
200'
400'
LAWN STREET
CO. RD. NO. 528809
STA. 0+00.00 to STA 2+00.00
200'
BLANCHE AVENUE
CO. RD. NO. 531609
STA. 0+00.00 to STA. 2+10.00
210'
MORRISSEY AVENUE
CO. RD. NO. 528609
STA. 0+00.00 to STA. 2+00.00
200'
CHURCH LANE
CO. RD. NO. 528209
STA 0+00.00 to 2+00.00
TOTAl. LENGTH
200'
3,210'
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xc: CR0953, correa.
attach: Project Limits Map
Project Budqet Wor.ksheet
Independant Consultant COBt Estimate
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INDEPENDENT ESTIMATE FOR
CONSUL TaNG SERVICES
oun:CT SAU."V COlT cc-.-..I:
TAS K:
."IAKDOWN OP WORK "",N. AVIRAGE ISIIMAUD
HOUR' "A" OP PAY C:lAlT
LOCATIO~ OF ROADWAY
PRINCIPLE ENGINEER 5 35.00/I-IR 175.00
SENIOR ENGINEER I~ 2.8.00/ H R 33(Q.OO
RESIDENT ENG INEER 37 /8.oo/HR G."'.OO
ENGINEERING SUPPORT \8 14.oo/1-lR ~52.00
2-MAN CREW Lf~ 30.00/HR ',380.00
3- MAI-J CREW 75 LlO.OO/HR 3,000.00
GRAPH ICS 5.., I LI.OO/J..IR 7 5~,OO
CLERICAL (Q 12,oO/HR 7a.OO
TOTAL. --+- 253 1'1'37.00
OVERHEAD COST '1I'ICIr.MtI... plJ'ttClft MdlU,,"1
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1 2.,09'-1,G.'-I
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(
plRlel' NON"A.LARY COST:
... I".A"E~~oN"aIPl
e. _C..OOUCT'ON CN"NtI.'
C. IC~'." "MNN"
O. COU"VHIC.-TION
at ......~.NQ ANt) TCITINO
'0 (tUTIIOI CONIUI.'I'AHT,
G. OTH!1t """'III
:
:
.
376'00
5_. c:'S2)
~O.OO
-0-
.0.
,0-
I.{Lj7.00
. . JEFFERSON COUNTY
,u,,;rOTAL 119.'lQ to, '-5
'CONTIHQ'NCIII 1 - 0 -
GIlANDTOTAL .Iq.~q" G.S
'OTAI.
o
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'ROIler NO,
CFl.pJqS3
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Clot IMACUM ROAD
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COUNTY ROAD PROJECT CR0953
CBIMACUM ROAD IMPROVEMENT, M.P. 0.04 TO M.P. 0.31
CONSULTANT WORK SCOPE
PRELlMENARY COST ESTIMATE WORKSHEET NO.2
DIRECT SALARY COST
Total of Tub (A)
$6,637.00
Overhead Cost (including payroll additivea)
@ 163% ofSubtolll! (A)
$10,118.31
Sublolal (B)
$17,0455.31
Net Fee @ 12ll\ or Subtotal (B) = Subtotal (C)
$'.!,0!14.64
DIRECT NON-SALARY COST
TravellUld Per Diem
Communication
$377.00
SSO.OO
$20.00
Reproduction Expeues
TOTAL (0)
$447.00
SUBTOTAL (B+C+D) f.[:'~S)jj';~~;~~:;
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IUBTOTAL I HOUlI
LOeAnON 0' ROADWAY DOU..AI.I
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Q)NSULTANT WOU: IOOI'E
ftELD4E!rfAllY COlT EST1M.\'IIt ':ICADHEETNO. 2
1 1 1 1 1 1 1 1
1 ........ 1 - I""" 1 ..... 1 .-... 1 .-... 1 _ 1 ........ I"""'"
1_1_1_1_1 e- Ie- 1 1 I....
1-1-1-1-1-1-1-1-1-
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1 ...- 1 ..._ I ...... 1"'_ 1"'- 1"'- 1 ........ 1 .._ 1 DOU..U'
1-1-1-1-1-1-1-1-1-
1 1 1 1 I 1 1 I 1
I 1~1 2~1 ~I 1m, ~I ~I ~I ~I ~
1 ....,00 I .,.... 1 au.oo 1 ...,00 I 10.00 1 ".00 1 10,00 1 10,00 t 1IIl0.00
1-1-1-1-1-1-1-1-1-
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1 W,OO 1 "'.00 1 "44,00 1 10.00 1 _,00 1 10.00 1 &3".00 1 IID,OO 1 11."1.00
1-1-1-1-1-1-1-1-1-
1 1 1 1 1 1 1 1 1
1 0..00 1 1.00 I 7.00 1 '.M 1 0..00 1 :11.00 1 0..00 1 0.00 1 ".00
1 ..... 1 ....00 I ....,.. 1 "'.00 1 10,00 1 ".120.00 1 10." 1 10.00 1 "."'.00
1-1-1-1-1-1-1-1--1-
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t 1.00 I 1.00 I 4.00 I D.DO I 0.00 I '.DO I 0.00 I O.DO I ".00
1 &3,." I ....00 1 m.oo 1 ".00 1 10.00 1 "".00 1 ".00 1 10.00 1 .m,oo
1-1-1-1--1-1-1-1-1-
1 I 1 1 1 1 1 1 1 1
1 0.,00 I .... 1 ..00 I 1.00 1 10." I 0.," I '.00 1 1.011 1 ..... I
1 ..... 1 ....00 1 m.OO 1 .,.... 1 1300.00 I ".00 1 121." 1 ....00 1 0471," I
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1 0,00 1 1.00 1 2.00 1 .,.. I 0.00 1 ".00 1 12.00 1 0.00 1 "... 1
1 ".00 1 121.00 1 ...... I ...... I 10.00 1 .....00 I .....00 1 10.00 1 ...... 1
1-1-1-1-1-1-1-1-1-1
1 0." 1 1.00 1 2.00 1 ".. I 0..00 1 ".00 1 ..00 1 0." 1 ".00 1
1 ..... 1 "'.00 1 ...,00 1 142... 1 ..,.. I .......00 1 ....00 1 10.00 1 ".202." 1
1-1-1-1-1-1-1-1-1-1
1 0..00 I 1.00 1 2." 1 ',00 1 20,00 1 0..00 1 12." 1 0.00 1 ....0 I
1 ".00 1 ....00 1 au,oo 1 "2," 1 ....,00 1 ..... 1 "".00 1 10.00 1 .....00 I
1-1-1-1-1-1-1-1-1--1
1 ~I ~I ~I ~I ~I ~I ~I ~I ~I
1 lI'JIl,OO 1 ....00 1 m,oo I 121." 1 10,00 1 ".00 1 10,00 1 ...,00 I 120," 1
1-1-1-1-1-1-1-1-1-1
1 ".. 1 12.00 1 17,00 1 1.... 1 ",00 1 ".00 1 ".00 1 1,00 1 "',00 1
1 117',00 1 &314.00 1 ....,00 1 12S2.00 1 11,110,00 1 &3.000,00 1 1714,00 1 m,oo I lI,m.oo 1
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, Sf ATE... A.A.P.
(B) Righi 01 Way
$0
. FEDERAL...
(C) Construction
$230 200
TOTAL PROJECT C081" $260 200
ACCOUNTING: Y./k PREPARED BY:
I-- -, CHBCKIlD BY:
APPROVED BY:
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lEFFEKSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT BUDGET WORKSHEET
-
PROJECT NAME' CHlMACUM RD
PROJECT NO.:
(
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/I DESCRIPTION
,1 0 Salaries
,12 Overtime
,20 Bonoflla
.31 SUppllllS
.41 PrOfessional 8ervlcllS
.43 Travel
.44 Advertising
.45 EllulDmont Rental
.48 ReDalrs & Malntonance
.49 Mlscellanoous
.51 Inlergov. Prol. Sorvlces
.61 Land/RI hi 01 Way
.62 Bulldlnas I, Structures
.63 Other 1m rovementa
.64 Machlnorv & EaulDmonl
.65 Construcllon Prolects
.91 Intorfund Prof, Services
,95 Inlorfund Equlpmonl Rontal
TOTAL:
PROJ.
COST
$26.640
SO
$9.060
$0
$20.000
SO
$500
$0
$0
$0
$4,000
$0
SO
$0
sa
$200,000
SO
SO
$260,200
COST
SUMMAAY
WORK BREAKDOWN ... PRIOR YEAR
(A) (B) (0) YEARS 1990
'11.120 $0 $15.520
$3,780 $5,280
$15.000 $5,000
$100 $400
$4,000
WORK BREAK DOWN FAOM ABOVE
$200,000 $200,000
$30,000 $0 $230,200 $0 $0 $30,000 $230,200
PROJeCT FUNDING PRIOR YEAR YEAR REMAINII~G
SOURCE AMOUNT YEARS 1990 1991 YEARS _~
LOCAL... ROAD FUNDS $78.o.tO $30.000 $46.o.tO
'184,160 $184,160
-
0
$260,200 50 $0 $30 000 $230,200
B. Laurio DATE: 1123/91
DATB: f/I
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JEFF~SON COUt~TY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Enginser
HEMOR1lNDUH
May 6, 1991
Aubrey Palmer ~~
Bruce Laurie, Roads projects Manager I I IlL
Robert G. Nesbitt, P.E., County Engineer ~
Engagement of a consulting engineering firm for county
Road Project CR09S3, Chimacum Road Improvement.
After reviewing the request to engage the assistance of a
consulting engineering firm for the above referenced project,
approval is hereby granted.
DATE:
TO:
FROM:
SUBJECT:
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1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P,E., County Engineer
MEMORANDUX TO TUB J':ILE
DATE:
June 3, 1991
FROM:
File
Aubrey Palmer #
TO:
SUBJECT: ChimacUJ!l Road Improvement, CR0953, Consultant
negotiations, cost estimate for additional task
requirements.
Attached find revised cost estimate for additional tasks consultant
will be required to complete.
Additional tasks requirements have been added as follows:
1. Locate underground utilities within project limits and
show on existing.condition plans.
Verify CROSS:!, Hadlock Intersection storm sewer
calculations and analyze and calculate impact of
extension to existing storm sewer system for this
project. The additional information to include,
preliminary catch basin spacings and locations, and pipe
sizing.
3. Add ownership lines for parcels as shown on the
assessor's map within the project limits.
2.
~-,..
See revised task requirement estimate.
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COUNTY ROAD PROJECT CR09S3
CHIMACUM ROAD IMPROVEMENT, M.P. 0.04 TO M.P. 0.38
CONSULTANT WORK SCOPE
PRELIMENARY COST ESTIMATE WORKSHEET NO.2
DIRECT SALARY COST
Total of Tasks (A)
$5,937.79
Overhead Cost (including payroll additives)
@203.43% of Subtolal (A)
$12,079.25
Subtotal (B)
$18,017.04
Net Fce @ 15 % of Subtotal (B) = Subtotal (C)
$2,702.56
DIRECT NON-SALARY COST
Travel and Per Diem
$377.00
.,)
Reproduction Expenses
$50.00
Communication $2il.OO
TOTAL (D) $447.00
SUBTOTAL (B ~:~I:J~,:'~~f,ii
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i1:j::l CfDMACt.'MROAD IMPROVEMENT, M.P. 0.04 TO M.P. 0.31
-,U CONSllLTANT WORK SCOPE
ug. PltELlMENAltVC05TES11MA'IEWORKSH:EBT NO.2
III !
en Wi
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enu..1 I TASK I I ,.....pa1 I ....'" I ....... 1 ...... I 2-..... I ,-..... an..... CoriaoJ 1 .......... 1
~~I I LABOR REQUIREMENTS I - I -- I - I 0- 1 C_ I C_ I Cool 1
I 1-- I- I- I- I- 1-- I- I
~::; I LOCATION OFRGADWAY I US.CO I ....00 I $19.23 I 114.00 1 $23.50 I ....,00 SI).7I $12.00 I HOURS! I
u..< I I Pet Hout I ... H_ I ......... I ......... I ...- I ...H_ ...- ""H_ I DOlLUS I
::l I 1-1-1- 1-1--1- --1-1
5Q 01 I CalculatJOIlol_ryDdoab..Uo_ 1 I I I I I 1
:I:W I lnf'onnat1o::I provided by Ictf. Co. to loc.to 1 0.00 I 0.00 1 0,00 I 0.00 I 0.00 I 0.00 0.00 0.00 '.00
~:I:I I CIantMUnoIol~ldJhwa'" I SO.OO I SO.OO 1 '915.1.5 I SO.OO I SO,OO I SO.OO SO.OO SO.OO '96'.1.5
Z~ I I- I- 1-
~Ol I LooatJq3,210'reetolftOl:l-GOllll._ 0.00 I 0.00 12.00 I 0.00 16'.00 I 0,00 24.00 0.00 .12.00
W~ I ro.d.....ylXllWlh>> SO.OO I SO.OO $230.76' I SO.OO $376.00 I SO,OO $330.72 SO.OO S937..
:=;:::l I 1- 1-- 1--
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U~' I 3,210' r..ot_-conllJIICMYrc>>d....y 0,00 I 0.00 1,00 1 0.00 21,00 I 0,00 0.00 0.00 36.00
O....i I ClClrUrllno SO.OO I $C.OO IU:U4 1 10,00 $6.s'.00 I 10,00 10.00 10.00 Slll.l4
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rp.t.pplnlalloounly~~onlI. I 1 I
:I:U I .lncIudlDI ,ri...... ud commora.J .pproact. 0.00 I 0,00 0,00 I 0.00 '.00 I 0.00 0,00 0.00 11.00
1--
~~l I .nddri~.......y. 10,00 I SO.OO $115,3' I 10.00 SO,OO I 10.00 10,00 10.00 '11.s.31
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I RoI'DI'ClI:Iid...olllCDl"IIrw.OOIll.rol~ntf. I I
Will COUftl)' r.-l .ppfOlCh Inle~DM.1lJId 0.00 0,110 ',00 I 0.00 10,00 I 0,00 ',00 '.00 20,00
U-
-:I:. bench .,kti Mlh pefmAnanlmatorial 10,00 SO,OO '9a.1$ I 10.00 1235.00 I 10.00 &21.56 $36.00 1394.11
b"" --------- 1---- I- I
z \. 'roll'" 3,21 O' tool 0Il.:S0 tOCll .aatlollln, of 0,00 0,00 '.110 0.00 16.00 I 0,00 12.00 0.00 31.00
taI_lIII ftOn-oonlll\lOUl' c.urU.. 10.00 SO,OO 151.69 10.00 1376.00 I 10,00 116'.36 10.00 1599.0'
--------- 1-
CrOMf*lllon 3.210' fed on.sO .atlonlnaol 0,00 0.00 ',00 0.00 2<1,00 I 0,00 0.00 0,00 33.00
MlllInllWll.-oonlJ.\lCna catlCIfU. 10.00 SO.OO 151.69 10,00 UII.OO I 10.00 "'.12 10,110 '123.11
1---------- 1- 1--
Topo....phy of ImprOYOmllll.' aloallmpctcd 0.00 0.00 0,00 0,00 20,00 I 0,00 12.00 I 0,00 ,",00
hlah_y' 10,00 SO.OO 116.92 10,00 "'10.00 I 10,00 '16:$.30' I 10,00 1112.:11
------------------ I- I-
NCllIlrkatlon of \111111)' DOmI'Ul)' 0( 1000la. I 1
Locale MlSor,rOl.lnd utlllld.. and IJhow 0,00 0,00 1.00 0,00 0,00 I 0.00 1.00 1 1.00 16.00
on al.ln, oondltlon plaM, 10.00 SO,OO 119,2.l 10,00 '141.00 I 10.00 1110.24 1 112.00 1212.41
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V.rtry CROSl2l11onn....r aalou.latlorll, and 0.00 0,00 :14,00 I 0.00 1,00 I 0.00 0,00 I ',110 I ",00
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JEFFEt{SON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 9B368
(206) 385-9160
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Gary A. Rowa, P.E., Dlractor
Robert G. Nesbitt, P.E., County Engineer
July 2, 1991
Attn: Jon Addison
AES Consultants
P.O. Box 930
Silverdale, WA 98383
Re: Consultant Agreement for Hadlock Road Improvement, CR0953,
Federal Aid Project NUmber RS-Q161(002).
Dear Mr. Addison:
Jefferson County has executed the Consultant Agreement with AES
Consultants for the above referenced project.
Enclosed is two (2) copies of the fully executed Consultant
Agreement for your records. Additionally, in accordance with
Section V of the agreelnent, you are hereby authox'ized to begin
work. '
If you have any questions, do not hesitate to contact me.
Sincerely, ~
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xc,: CR0953, conliult.
enc: 2 copies Consultant Agr.eement
for Preliminar.y Engineering
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CONSULTANT AGREEMENT
FOR
PRELIMINARY ENGINEERING
THIl? AGREEMENT, made and entered into on this / :;.r , day of
.hJ~~ , 1~1Z-, by and between the COUNTY OF JEFFERSON, Washington,
hereinafter called the "AGENCY," and the consulting firm of AES
Consultants , whose
address is 3472 NW Lowell, Silverdale, WA 9B383 ,
at which work will be available for inspection, hereinafter called the
"CONSULTANT." The STATE OF WASHINGTON acting by and through the
Washington State Transportation Commission and the Department of
Transportation, hereinafter called the "STATE", together with the Federal
Highway Administration, hereinafter called the FBWA, administers the
Federal-aid funds.
WHEREAS, the FEDERAL GOVERNMENT through its Department of Transportation
and FHWA, pursuant to Title 23, U.S. Code, has established a program of
Federal-aid to the states designated as the Federal-aid Program, with a
general purpose to increase the safety and capacity of roads in the United
States, and
WHEREAS, the Agency desires to accomplish the following Federal-aid
project, number RS-Q161(002), County Road Project CR09S3, entitled
Chimacum Road with the aid of Preliminary Engineering funds provided under
the Surface Transportation Assistance Act of 1987, Title 23, U.S. Code,
Highways, and all amendments thereto and the rules and regulations
promulgated by said U.S. Department of Transportation, in the Federal-aid
Highway Program Manual, and
WHEREAS, the Agency has not sufficient qualified engineering employees to
provide preliminary engineering services within a reasonable time and the
Agency deems it advisable and is desirous of engaging the professional
services and assistance of a qualified consulting engineering firm to do
the necessary preliminary engineering work, and
WHEREAS, the Consultant has represented and by entering into this
Agreement now represents, that he is in full compliance with the statutes
of the State of Washington for registration of professional engineers and
that all personnel to be assigned to the work required under this
Agreement are fully qualified to perform the work to which they will be
assigned in a competent and professional manner, and
WHEREAS, the Consultant has indicated that he desires to do the work set
forth in the Agreement upon the terms and conditions set forth below.
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NOW, THEREFORE, in consideration of the terms, conditions, covenants and
performances contained herein below, the parties hereto agree as follows:
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OBJECTIVES AND SCOPE OF WORK
,The objective
necessary for
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of the Agreement is
preliminary engineering
to provide engineering services
as described in attached Exhibit
The. scope of work shall include all services and materials necessary to
accomplish the work as indicated in attached Exhibit "B":
Provide preliminary engineering services to establish the position of
points and, other work required for the ultimate location of the highways
encompassed by the limits of this project. The CONSULTANT will be
required to provide field survey observations and other work which
includes:
1.
Field surveys and mapping required to
condition plans. Field surveys shall
documentation and referencing to permit the
all necessary points to the satisfaction of
complete existing
include sufficient
re-establishment of
the Agency.
2. Locating and staking on 50' stations with P.R. nails, 3,210'
,feet of non-contiguous roadway centerline.
3. Locating all county road intersections, including private and
commercial approaches and driveways.
4. Profile 3,210 feet on 50' stationing of existing non-contiguous
centerline.
5.
Cross section 3,210 feet on 50' stationing of existing non-
contiguous centerline.
Referencing centerline control points, County road approach
intersections and bench marks with permanent material.
Topography of improvements along impacted highways.
Request an underground locate from utility companies. Looate
underground utilities within projeot limits and show on existing
condJ.tion plans.
Verify CROS82, Hadlock Intersection storm sewer calculations and
analyze and calculate impact of extension to ex:l.sting storm
sower system for this project. The information to include1
preliminary catch basin spacings and locations, and pipe sizing.
6.
7.
8.
9.
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10.
Add ownership lines for parcels as shown on the assessor's map
within the project l~its.
Provide existing condition plans. The existing condition plans
shall be prepared by the Consultant and provide the following
information~
11.
A. Plans shall be prepared by the Consultant with such
provision and in such detail as to permit the convenient
layout in the field for construction and other purposes
within a degree of accuracy acceptable to the Agency. The
Plans shall be in such detail as to permit the Agency to
develop final designs and Construction Plans for contract
work to be performed during construction of the project.
The scales to be used, the lettering and general
delineation of the plans, shall use standard symbols and
conventions as shown in the Washington State Department of
Transportation Design Manual, and Washington State
Department of Transportation Plans Preparation Manual.
Plans shall show all the existing physical features,
surface and subsurface facilities, as determined by field
survey. Details shall be included within the right of way,
or if necessary, outside the right of way to include
pertinent details adjacent to the project.
These plans shall be generated electronically using
AUTOCAD, version 10.0. The Consultants AUTOCAD data must
have compatibility and capability of being transferred to
the Agency's engineering for data transfer. The Consultant
shall provide electronic media necessary for transfer
drawings to the Agency, on request, using AUTOCAD, version
10.0, on DOS compatible, 3.5" high density, double sided
di.skettes.
Points observed or established in the field will be digitally
computed and compiled in ASCII format by Point number, X, Y, Z
and descriptor values and transferred to the Agency computer.
The Consultant shall facilitate the transfer by providing the
digital data base to the Engin~ering computer on magnetic media
using DOS compatible, 3.5" high density, double sided diskettes.
Prior to final delivery all digital information will undergo a
.complete digital-edit to assure cartographic completeness.
The Consultant shall furnish such information and data with
respect to the field survey, preliminary plans as the Agency may
request.
The Connultant shall perform all work described in this Agreement
necessary to complete preliminary engineering for the project to conform
with the policies and standards set forth in Section II.
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12.
13.
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The Consultant shall prepare such information and studies as may be
pertinent and necessary, or as may be requested by the Agency, in order to
pass jUdgment on the features of the work. The Consultant shall make such
minor changes, amendments or revisions in the detail of the work as may be
required by the Agency. This item does not constitute an "Extra Work"
item as related in Section X of the Agreement. When alternatives are
being considered, the Agency shall have the right of selection.
The Agency will utilize exiBting condition plans submitted by the
Consultant to finalize designs and prepare construction plans. The Agency
will supervise construction and provide construction engineering services,
including the review and approval of all construction.drawings during
construction, as required.
The Department of Transportation and Federal Highway Administration shall
have the right to initiate conferences between the Consultant and the
Agency and to participate in the review and examination of the work in
progress.
The plans prepared by the Consultant under
verified by a complete check by the Consultant
by the Consultant. The Consultant will be
accuracy of the work, even though the work
. Agency.
this agreement shall be
and shall be so certified
held responsible for the
has been accepted by the
II
DESIGN CRITERIA
The Agency will designate the basic premises and criteria for the existing
condition plan. Plans, to the extent feasible, shall be developed in
accordance with the latest edition ~nd amendments of the following:
1. Washington State Department of Transportation/American Public
Works Association (WSDOT/APWA), "Standard Specifications for
Road Bridge, and Municipal Construction."
2.
WSDOT/APWA, "Standard Plans for Road, Bridge, and Municipal
Constr.uction."
3.
Washington State Department of Transportation, "Highway Design
Manual."
4.
AmeriCAn Association of State HighWar and TrAnsportation
Officials, "Standard Specifications for H ghway Bridges."
WAshington State Department of Transportation, "Bridge Design
Manual, Volumes 1 and 2."
5.
6.
Washington State Department of
HJ.ghway lJydraulics."
Transportation, "Manual of
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Laboratory Outline."
8. Highway Research Board's Manual entitled, "Highway Capacity."
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Transportation,
"Material
9. FHWA and Washington State Department of Transportation, "Manual
on Uniform Traffic Control Devices for Streets and Highways."
10. Washington State Department of Transportation, "Construction
l.fanual. "
11. Washiugton State Department of Transportation, "Local Agency
Guidelines."
12. Washington State Department
Preparation Manual."
of
Transportation,
"Plans
13. Standard drawings prepared by the Agency and furnished to the
Consultant shall be used as a guide in all cases where they fit
design conditions.
III
ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE AGENCY
The Agency will furnish the Consultant copies of the plans, profiles,
cross-sections or documents in their files which are available to the
Agency that will facilitate the preparation of the plans and studies
within the limits of the project. This information or services will be
supplied to the Consultant, as needed.
Including;
1. The plans and field notes from previous County Road Projects,
which may indicate the location of the road in relation to
horizontal and vertical controls.
2.
Utility company list for underground locate request.
3.
4.
CR0582, Hadlock Intersection storm
mapping.
Lsgal descriptions for parcels as shown on the assessor.'s map
for ownerahips within the project limits.
sewer oalculations
and
5.
Agency prepared standard drawings for cartographic oomparison,
upon request.
6. Flagmen services on an as needed basis.
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IV
DOCUMENTS TO BE FURNISHED BY THE CONSULTANT
The following documents, exhibits or other presentations for the work
covered by this Agreement shall be furnished by the Consultant to the
Agency upon completion of the various phases of the work. All such
material, including photographic negatives used in the project, shall
become and remain the property of the Agency and may be used by it without
restriction. Such unrestricted use not occurring as .a part of this
project, shall be without liability or legal exposure to the Consultant.
1. One (1) reproducible copy, on Velum, of the completed existing
condition drawings prepared from the work performed under this
Agreement. Consultant shall provide electronic media necessary
for transfer drawings to the Agency, on request, using AUTOCAD,
version 10.0, on DOS compatible, 3.5" high density, double sided
diskettes.
2. One (1) set of all sheets comprising of work pertaining to the
assembly of the set of existing condition plans for each project
on permanent scale stable reproducibles, together with one (1)
copy of all reports, drawings, etc., appertaining thereto, plus
an equal number of revised copies, if revisions are necessary.
3. One (1) copy of all survey notes taken by the Consultant.
4. One (1) reproducible Velum copy of the plot of original cross
sections taken.
5. The Consultant shall facilitate transfer of points observ~~ or
established in the field. Digitally computed and comp11ed
field data shall be provided to the Agency in ASCII format, by
Point number,X, Y, Z and descriptor values. The Consultant
shall provide the digital data base to the Engineering computer
on magnetic media using DOS compatible, 3.5" high density,
double sided diskettes.
V
TIME OF BEGINNING AND COMPLETXON
~he Consultant shall not begin work under the terms of this Agreement
until authorized in writing by the Agency. The time required, in calendar
days, for completion of all work under this Agreoment shall be seventy____
days following written authorization to begin.
Established completion time Bhall not be extendod because of any delays
attributable to tho consultant, but may be extended by the Agency in the
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event of a delay attributable to the Agency or because of a delay caused
by an act of God or governmental actions or other conditions beyond the
control of the Consultant. A prior supplemental agreement issued by the
Agency is required to extend the established time.
Delays attributable to or caused by one of the parties hereto
fifteen days or more affecting the completion of the
considered a cause for renegotiation or termination of this
the other party.
amounting to
work may be
Agreement by
VI
PAYMENT
(Cost Plus Net Fee)
The Consultant shall be paid by the Agency for completed work for services
rendered under this Agreement as provided hereinafter. Such payment shall
be full compensation for work performed or services rendered and for all
labor, materials, supplies, equipment and incidentals necessary to
complete the work. The Consultant shall conform with all applicable
portions of 48 CFR 31.
A. Cost Plus Net Fee
Payment for work accomplished shall be on the basis of Consultant's
actual cost plus a net fee. The actual cost includes direct salary
cost, overhead and direct non-salary cost.
1. The direct salary cost is the salary expense for professional
and technical personnel and principals for the time they are
productively engaged in work necessary to fulfill the terms of
this Agreement. The direct salary costs are estimated to be
approximately five thousand six hundred fiftv three and 55/100s
Dollars ($ 5.653.55 ) as set
forth in the attached Exhibit "A" and by this reference made a
part of this Agreement.
The overhead costs as identified on Exhibit "A" are determined
as 203.43 percent of the direct salary cost. The overhead costa
are estimated to be approximately !leven thousand five hundred
one and 02/100s Dollars ($ 11.501.02 ) as set
forth in the attached, Exhibit "A" and by this reference made a
part of this agreement. The overhead cost rate is an estimate
based on currently available accounting information and shall be
used for all progress payments over the period of contract. The
final overhead cost rate is subject to adjustment based on an
audit performed by the Agency, the State, or FHWA at the
completion of the project and said final overhead cost rate
shall not exceed
2.
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~ percent and shall not increase the maximum amount payable
for this Agreement.
The direct non-salary costs are those costs directly incurred in
fulfilling the terms of this Agreement, including, but not
limi,ted to travel, reproduction, telephone, supplies and fees of
outside consultants. The direct non-salary costs are estimated
to be approximately four hundred eleven and 20/l00s
Dollars ($ 411.20 ) as set forth in the attached Exhibit "A"
and by this reference made a part of this Agreement.
Billings for any direc't non-salary costs shall. be supported by
copies of original bills or invoices.
The net fee, which represents the Consultant's profit shall be
two thousand five hundred seventy three and 19/100s Dollars
{$ 2,573.19 ). This fee is based on the Scope of Work defined
~n this Agreement and the estimated labor hours required to
perform the stated Scope of Work. In the event a supplement
agreement is entered into for additional work by the Consultant,
the supplemental agreement may include provision for the added
costs and an appropriate additional fee. The net fee will be
prorated and paid monthly in proportion to the percentage of the
project completed as estimated in the Consultant's monthly
progress reports and approved by the Agency. Any portion of the
net fee not previously paid in the monthly payments shall be
included in the final payment, subject to the provisions of
Section XI entitled TERMINATION OF AGREEMENT.
4.
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5. The maximum amount payable for completion of all work under this
Agreement including salaries, overhead, final overhead
adjustments, direct non-salary costs, and profit is twenty
thousand one hundred thirty eiqht and 96/100s Dollars ($
20,138.96 ), unless a supplemental agreement has been
negotiated and executed by the Agency prior to incurring any
costs in excess of the maximum amount payable. This does not
include payment for extra work as stipulated under Section X,
"Extra Work."
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Progress payments may be claimed monthly for direct costs actually
incurred to elate as supported by detailed s'tatements, for overhead
costs and for a proportionate amount of the net fee payable to the
Consultant based on the estimated percentage of the completion of the
services to date. The detailed statement will indicate by name all
employees that worked on the Project during the billing period. The
classification of each employee, the hours worked, the hourly wage
rate, and the total wages paid will also be shown on the invoice.
Direct non-salary costs, suoh as travel, reproduction, telephone,
supplies, and computer costs, shall be supported by an original or a
copy of the invoice or hilling instrument the consultant received for
payment. For example, a oOPY of the telephone company's itemized
listing showing each call is nscessary to verify the billing for long
distance telephone calls.
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The Consultant and its subconsu1tants shall keep available for
inspection, by representatives of Jefferson County, the State and
United States, for a period of three years after final payment, the
cost records and accounts pertaining to this Agreement and all items
related to, or bearing upon, these records with the following
exception: If any litigation, claim or audit is started before the
expiration of the three-year retention period, the records shall be
retained until all litigation, claims or audit findings involving the
records have been resolved. The three-year retention period starts
when the Consultant receives final payment.
Payment for extra work performed under this Agreement shall be paid
as agreed to by the parties hereto in writing at the time extra work
is authorized. (Section X "EXTRA WORK")
A short narrative progress report shall accompany each voucher for
progress payment. The report shall include discussion of any
problems and potential causes for delay.
To provide a means of verifying the invoiced salary costs for
Consultant employees, the Agency may conduct employee interviews.
Acceptance of such final payment by the Consultant shall constitute a
release of all claims of any nature which the Consultant may have
against the Agency unless such claims are specifically reserved in
writing and transmitted to the Agency by the Consultant prior to its
acceptance. Said final, payment shall not, however, be a bar to any
claims that the Agency may have against the Consultant or to any
remedies the Agency may pursue with respect to such claims that the
Agency may have against the Consultant or to remedies the Agency may
pursue with respect to such claims.
VII
EMPLOYMENT
.
The Consultant warrants that he had not employed or retained any company
or person, other than a bona fide employee working solely for the
Consultant, to solicit or secure this contract and that he has not paid or
,agreed to pay any company or person, other than a bona fide employee
working solely for the Consultant, any fee, commission, percentage,
brokerage fee, gifts or any other consideration, contingent upon or
resulting from the award or making of this contract. For breach or
violation of this warranty, the Agency shall have the right to annul this
Agreement without liability, or in its discretion to deduct from the
Agreement price of consideration or otherwise recover the full amount of
such fee, commiusion, percentage, brokerage fee, gift or contingent fee.
Any and all employees of the Consultant, while engaged in the performance \'
of llny work or services required by the Conoultant under this Agreomont,
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shall be considered employees of the Consultant only and not of the Agency
and any and all claims that mayor might arise under the Workman's
Compensation Act on behalf of said employees, while so engaged and any and
all claims made by a third party as a consequence of any negligent act or
omission on the part of the Consultant's employees, while so engaged on
any of the work or services provided to be rendered herein, shall be the
sole obligation and responsibility of the Consultant.
The Consultant shall not engage, on a full or part-time basis, or other
basis, during the period of the contract, any professional or technical
personnel who are, or have been at any time during the period of this
contract, in the employ of the FHWA, State or Agency, except regularly
retired employees witho~t written consent of the public employer of such
person.
vnI
NON-DISCRIMINATION
The Consultant agrees not to discriminate against any client, employee or
applicant for employment or for services because of race, creed, color,
national origin, marital status, sex, age or handicap except for a bona
fide occupational qualification with regard to, but not limited to the
following: employment upgrading~ demotion or transfer~ recruitment or any
recruitment advertising~ layoff or terminations~ rates of payor other
forms of compensation~ selection for training~ rendition of services. The
Consultant understands and agrees that if it violates this Non-
Discrimination provision, this Agreement may be terminated by the Agency
and further that the Consultant shall be barred from performing any
services for the Agency now or in the future, unless a showing is made
satisfactory to the Agency that discriminatory practices have terminated
and that recurrence of such action is unlikely.
During the performance of this Agreement, the Consultant, for itself, its
assignees and successors in interest, hereinafter referred to as the
"CONSULTANT," agrees as follows:
A.
Compliance with regulations: The Consultant will comply with the
regulation of the Department of Transportation relative to
nondiscrimination in federally-assisted programs of the Department of
Transportation Title 49, Code of Federal Regulations, Part 21,
hereinafter referred to as the regulations, which are herein
incorporated by reference and made a part of this Agreement.
Nondiscrimination: The Consultllnt,'with regard to the work performed
by it during the Agreement shall not discriminate on the grounds of
race, religion, color, national origin, age, mari.tal status,
handicap, or sex, except for a bona fide occupational qualification,
in the seleotion and retention of suboontractors, including
procurements of materials and leases of equipment. The Consul.tant
will not participate either direotly or indireotlY in the
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discrimination prohibited by Section 21.5 of the Regulations,
including employment practices, when the contract covers a program
set forth in Appendix II of the Regulations.
Sanctions for non-compliance: In the event of the Consultant's non-
compliance with the discrimination provisions of this contract, the
Agency shall impose such contract sanctions as it or the FHWA may
determine to be appropriate, including, but not limited to:
1. Withholding of payments to the Consultant under the Agreement
until the Consultant complies, and/or,
2. Cancellation, termination or suspension of the Agreement in
whole or part.
Solicitations for subcontractors, including procurement of materials
and equipment: In all solicitations, either by competitive bidding
or negotiation made by the Consultant for work to be performed under
a subcontract, including procurements of materials or equipment, each
potential subcontractor or supplier shall be notified by the
Consultant of the Consultant's obligations under this contract and
the Regulations relative to nondiscrimination on the ground of race,
religion, color, national origin, age, marital status, handicap, or
sex.
D.
E.
Information and reports: The Consultant shall provide all
information and reports required by the Regulations, or directives
issued pursuant thereto and shall permit access to its books,
records, accounts, other sources of information and ita facilities as
may be determined by 'the Agency or the FHWA to be pertinent to
ascertain compliance with such Regulations, or directives. Where any
information required by a Consultant is in the exclusive possession
of another who fails or refuses to furnish this information, the
Consultant shall so certify to the Agency or the FHWA as appropriate
and shall set forth what efforts have been made to obtain the
information.
F.
Incorporation of provisions: The Consultant shall include the
provisions of paragraph (A) through (E) in every subcontract,
including procurements of materials and leases of equipment, unless
exempt by the Regulations or directives issued pursuant thereto. The
Consultant shall take such action with respect to any subcontract or
procurement as the Agency or the FHWA may direct as a means of
enforcing such provisions, including sanctions for noncompliance~
PROVIDED, HOWEVER, that in the event a Consultant becomes involved
in, or is threatened with, litigation with a subconsultant or
supplier as a result of such direction, tho Consultant may request
the Agency to enter into such litigation to protect the interests of
the Agency and, in addition, the Consultant may request the United
States to enter into such litigation to protect the interests of the
United States.
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and the Executive Orders numbered E.O. 70-01 and E.O. 66-1 of the
Governor of the State of Washington.
IX
CHANGES IN WORK
The Consultant
work of this
. therein, when
compensation.
such rev~s~ons and changes in the completed
are necessary to correct ,errors'appearing
do so by the Agency, without additional
shall make all
Agreement as
required to
Should the Agency find it desirable for its own purposes to have
previously satisfactorily completed work or parts thereof revised, the
Consultant shall make such revisions, if requested and as directed by the
Agency in writing. This work shall be considered as Extra Work and will
be paid for as provided in Section VI.
X
EXTRA WORK
The Agency may desire to have the Consultant perform work or render
services in connection with this project in addition to or other than work
provided for by the expressed intent of the Scope of Work of this
Agreement. Such work will be considered as Extra Work and will be
specified in a written supplement to this Agreement which will set forth
the nature and scope thereof. Work under a supplemental Agreement shall
not proceed until authorized in writing by the Agency.
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XI
TERMINATION OF AGREEMENT
The right is.reserved by the Agency to terminate the Agreement in whole or
in part at any time upon ten days written notice to the Consultant.
If this Agreement is terminated in its entirety by the Agency for its
convenience, a final payment shall be made to the Consultant which, when
added to any payments previously made, shall total the actual costs plus
the same percentlll,ge of the fixed fee as the work completed at the time of
termfnation i8 to the total work required for the Project. In addition,
the Conoultant shall be paid for llIuthori~ed extra work completed. If the
Agreement is terminated in part, payment shall be made to the Consultant
for the actual costs incurred for deleted work at the time of termination
plus the same peroentage of the fixed fee as the ,work completed At the
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time of termination. provided, however, that no percentage of the fixed
fee will be paid on uncompleted work deleted by the termdnation.
No payment shall be made for any work completed after ten days following
receipt by the Consultant of the Notice to Termdnate. If the accumulated
payment made to the Consultant prior to Notice of Termdnation exceeds the
total amount that would be due computed as set forth herein above, then no
final payment shall be due and the Consultant shall immediately reimburse
the Agency for any excess paid.
If the services of the Consultant are terminated by the Agency for fault
on the part of the Consultant, the above stated formula for payment shall
not apply. In such an event, the amount to be paid shall be determined by
the Agency with consideration given to the actual costs incurred by the
Consultant in performing the work to date of termination, the amount of
work originally required which was satisfactorily completed to date of
termination, whether that work is in a form or a type which is usable to
the Agency at the time of termination; the cost to the Agency of employing
another firm to complete the work required and the time which may be
required to do so, and other factors which affect the value to the Agency
of the work performed at the time of termination. Under no circumstances
shall payment made under this subsection exceed the amount which would
have been and made using the formula set forth in the previous paragraph.
If it is determined for any reason that the Consultant was not in default
or that the Consultant's failure to perform is without it or its
employee's fault or negligence, the termination shall be deemed to be a
termination for the convenience in accordance with the provisions of this
Agreement.
In the event of the death of any member, partner or officer of the
Consultant, or any of its supervisory personnel assigned to the Project,
or, dissolution of the partnership, termination of the corporation, or
disaffiliation of the principally involved employee, the surviving members
of the Consultant hereby agree to complete the work under the terms of
this Agreement, if requested to do so by the Agency. This subsection
shall not be a bar to renegotiation of the Agreement between the surviving
members of the Consultant and the Agency, if the Agency so chooses.
previous
with the
shall. be
In the event of the death of any of the parties listed in the
paragraph" should the surviving members of the Consultant,
Agency's concurrence, desire to terminate this Agreement, payment
made as set forth in the second paragraph of this section.
If the Agreement is terminated prior to completion, the original copies of
all reports and other data, materials furnished to the Consultant by the
Agency and documents prepared by the Consultant prior to said termination,
shall become and remain the property of the Agency and may be used by it
without restriction. Such unrestricted use, not occurring as a part of
this Project, shall be without liability or legal exposure to the
Consultant.
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Payment for any part of the work by the Agency shall not constitute a
waiver by the Agency of any remedies of any type it may have against the
Consultant for any breach of this Agreement by the Consultant, or for
failure of the Consultant to perform work required of it by the Agency.
Forbearance of any rights under the Agreement will not constitute waiver
of entitlement to exercise those rights with respect to any future act or
omission by the Consultant.
XII
DISPUTES
connection with work not
and the Agency shall be
Public Works or Agency
final and conclusive on
Any dispute concerning questions of facts in
disposed of by agreement between the Consultant
referred for determination to the Director of
Engineer, whose decision in the matter shall be
the parties to this Agreement.
In the event that either party is required to institute legal action or
proceedings to enforce any of its rights in this Agreement, both parties
agree that any such action shall be brought in the Superior Court of the
State of Washington, situated in the county of the Agency.
XIII
LEGAL RELATIONS
The Consultant shall comply with all Federal Government, State and local
laws and ordinances applicable to the work to be done under this
Agreement. This contract shall be interpreted and construed in accordance
with the laws of Washington.
The 'Consultant, its succesaors or assigns, will protect, save, and hold
harmless the State and Agency and their authorized agen't:s and employees,
from all claims, actions, costs, damages, or expenses of any nature
whatsoever by reason of alleged negligent acts or omissions of the
Consultant, its subconsultant, assigns, agents, contractors, licensees,
invitees, or employees arising out of or in connection with any acts or
activities authorized by this Agreement. The Consultant further agrees to
defend the State and Agency and their authorized agents and employees in
any litigation, including payment of any costs or attorney's fees for any
claims or action commenced thereon by reason of the alleged negligent acts
or omissions of the Consultant, its sub-consultants, assigns, agents,
contractors, licensees, invitees, employees, or any other person
whomsoever, arising out of or in, connection with acts or activities
authorized by this Agreement. This obligation shall not include such
claims, costs, damages, or expenses which may be caused by the sole
negligence of tho State or Agency or their authorized agents or omployees:
Provided, that if the claims or damages are caused by or result from the
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concurrent negligence of (a) the State and the Agency and their agents or
employees, and (b) the Consultant, its agents, or employees, this
indemnity provision shall be valid and enforceable only to the extent of
the negligence of the Consultant, or Consultant's agents, or employees.
The Consultant shall secure regular Public Liability and Property Damage
Insurance Coverage in the amount of $100,000 for death or injury to any
one person and $300,000 for death or injury to two or more persons in any
one occurrence and $50,000 for Property Damage in anyone occurrence with
any aggregate Property Damage coverage of $100,000 for two or more
occurrences from an insurance company authorized to do business in the
State of Washington.
The Consultant's relation to the Agency shall be at all times as an
independent contractor.
XIV
SUBLETTING OR ASSIGNING OF CONTRACTS
. The Consultant shall not sublet or assign any of the work covered by this
.Agreement without the express consent of the Agency.
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xv
ENDORSEMENT OF PLANS
The Consultant shall place his certification on all plans, specifications,
estimates or any other engineering data furnished by him in accordance
with RCW 18.43.070.
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XVI
CERTIFICATION
The "Certification of Consultant" and "Certification of AgenclY Offioial,"
attaohed hereto and marked Exhibit "C" and by this referenoe is made a
part of this Agreement.
i.
XVII
COMPLETE AGREEMENT
This dooument
Iltipulation,
and referenoed attaohments oontains
and proviaions' agreed upon by the parties.
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representative of either party has authority to make, and the parties
shall not be bound by or be liable for, any statement, representation,
promise, or agreement not set forth herein. No changes, amendments, or
modifications of the terms hereof shall be valid unless reduced to writing
and signed by the parties as an Amendment to this agreement.
XVIX
EXECUTION AND ACCEPTANCE
This Agreement may be simultaneously executed in several counterparts,
each of which shall be deemed to be an original having identical legal
effect. The Consultant does hereby ratify and adopt all statements,
representations, warranties, covenants, and agreements contained in the
.proposal, and the supporting materials submdttedby the Consultant, and
does hereby accept the Agreement and agrees to all of the terms and
conditions, thereof.
IN WITNESS WHEREOF, the parties hereto
the day and year first above written.
BY'~
COo - -~ -;;~~-of. Joff=o=
County Commissioners
have executed this Agreement as of
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weeks @ $ ........... $
Trips @ $ ........... $ \-....
Cars Q $ per month @
months
miles @ $ .26/mi. ........... $ 291.20
TOTAL $ 291.20
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EXHIBIT "A"
COST PLUS NET FEE DETERMINATION
CR0953 - CHlMACUM ROAD
DIRECT SALARY COST:
PERSONNEL
MAN HOURS
RATES OF PAY
ESTIMATED COST
$' 1,670.50
1,349.25
633.88
1,230.72
769.20
Reuben Gartin
Bruce Campbell
Robert Jones
Steve Ottmar
Jon Addison
128.5
128.5
46.0
64.0
40.0
$ 13.00
10.50
13.78
19.23
19.23
TOTAL $ 5,653.55
DIRECT NON-SALARY COST:
Travel and Per Diem
Per Diem
Air Travel
14 trips @ 80mi-l,120
Office and Equipment
Rent $ per month @ months ~
Equipment Rental $ per month @:::: months $
Reproduction Expenses ..................................... S
Communications ...............................~........... $
90.00
30.00
411.20
TOTAL $
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EXHIBIT "A" ( cont. )
COST PLUS NET FEE DETERMINATION
CR0953 - CHlMACUM ROAD
SUMMARY OF FEE FOR ENGINEERING SERVICES
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Direct Salary Cost ........................................$ 5,653.55
Overhead Cost (including
payroll additives) ...........................203.43 % $ 11.501.02
Sub-Total
$ 17.154.57
Net Fee ...................................................$ 2.573.19
Direct Non-Salary Cost:
a.
b.
c.
d.
e.
Travel and per diem .......... $
Reproduction expenses ........ $
Computer expense ............. $
Outside consultants .......... $
Other (Specify) .............. $
291.20
90.00
N/A
N/A
30.00
Total
$
411.20
Sub-Total
TOTAL
'BREAKDOWN OF OVERHEAD COST:
Fica ............. II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Unemployment Compensation ................................
Medical Aid and Industrial Insurance .....................
Company Insurance and Medical............................
Vacation, Holiday and Sick Leave .........................
state B & 0 Tax ...........................................
Insurance ......................................................
Administration .............................................
Printing, stationary and Supplies ........................
Travel Not Assignable ....................................
Telephone and Telegraph Not Assignable ...................
Fees, Dues, Professional Meetings ........................
utilities and Maintenance ................................
Rent ..............................".."........................,.....
Rental Equipment ...."................"......"..............
Office Miscellaneous, Postage ............................
Professional Services ....................................
TOTAL
18
$ 20,138.96
$ 20.138.96
7.65 %
3.03 %
1.13 %
3.22 %
10.68 %
3.87 %
2.16 % ~
74.66 % )
17.97 % /'
20.22 % /
5.95 %
N/A % '''';'
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EXHIBIT "S"
DESCRIPTION OF PROPOSED WORK FOR PRELIMINARY ENGINEERING
FOR
COUNTY ROAD PROJECT CR09S3
FEDERAL AID NO. RS-Q161(002)
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EXHIBIT "B" (Coot.)
PROJECT SCOPE AND LIMITS FOR COUNTY ROAD PROJECT CR0953
CHIMACUM ROAD XMPROVEMENT
Project location and termini:
Chimacum Road, station 2+00.00 to Station 20+00.00, M.P. 0.04 to
M.P. 0.38, Old Hadlock Road to Church Lane and approaches.
Estimate of Total Project Cost:
Total project cost is estimated to be $287,200.00.
Project Fund.i.ng:
This project involves Local Agency and Federal funding.
Description of Consultant's Proposed Work:
The Consultant will be required to establish the position of
points and other work ~~nni.=~d for the ultimate location of the
highways encompassed by. the limits of this project. The
Consultant shall locate existing centerlines as necessary for
ultimate construction of the roadway segments. The Consultant
with the assistance of the Agency, determine the final location
of the center lines and will be required to establish the
centerlines, profile, cross section, and locate all improvements.
Additionally, profile, cross section and improvement locations
shall be obtained for all intersection of County roads and
private commercial approaches and driveways.
The Consultant shall provide existing condition plans. The
existing condition plans will be required to entabl,ish the
horizontal and vertical elements of the roadways and cl..cJ. on such
matters as alignments, profiles, and related matters as
topographical details, bench marks, above ground and under ground
utilities, etc, and be transferred to the Agencies engineering
computer.
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The Consultant shall also provide a digital data base from field
point establishment or observation and this also shall be
transferred to the Agency's engineering computer.
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EXHIBIT "B" (Cont.)
SURVEYING LIMITS
COUNTY ROAD PROJECT CR0953
CHIMACUM ROAD IMPROVEMENT
MILE POST 0.04 to MILE POST 0.38,
MORRISSEY AVENUE
CO. RD. NO. 528609
STA. 0+00.00 ,to STA. 2+00.00
200'
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CHIMACUM ROAD:
CO. RD. NO. 932507
STATION LIMITS
STA. 2+00.00 to STA. 20+00.00
LENGTH
1800'
OLD HADLOCK ROAD
CO. RD. NO. 527109
STA. 0+00.00 to STA. 2+00.00 AND
STA. 10+40.00 to STA. 14+40.00
200'
400'
LAWN STREET
CO. RD. NO. 528809
STA. 0+00.00 to STA 2+00.00
200'
BLANCHE AVENUE
CO. RD. NO. 531609
STA. 0+00.00 to STA. 2+10.00
210'
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CHtffiCH. LANE STA 0+00.00 to 2+00.00
CO. RD. NO. 528209
TOTAL LENGTU OF HIGHWAY SURVEY SEGMENTS
200'
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EXHIBIT "B" (Cont.)
OBJECTIVES:
The Consultant shall provide field surveys and mapping required
to complete existing condition plana. Field surveys shall
include sufficient documentation and referencing to permit the
re-establishment of all neceasary points to the satisfaction of
the Agency.
The Consultant shall locate and stake on 50' stations with P.R.
nails, 3,210' feet of non-contiguous roadway centerline.
The Consultant shall locate all county road intersections,
including private and commercial approaches and driveways. ,
The Consultant shall profile 3,210 feet on 50' stationing of
existing non-contiguous centerline.
The Consultant shall cross section 3,210 feet on 50' stationing
of existing non-contiguous centerline.
The Consultant shall take topography of improvements along
impacted highways.
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road approach intersections, and bench
material as practical.
The Consultant shall request an underground locate from utility
companies and locate underground utilities within the project
limits and be shown on existing condition plans.
control points, county
marks with permanent
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The Consultant shall verify CR0582, Hadlock Intersection storm
sewer calculations and analyze and calculate the impact of
extension to existing storm sewer system for this project. The
Consultant shall provide hydraulic calculation verification,
stormwater system analysis, and design. Information shall
include; catch basin spacings, locations, and pipe sizing for the
storm sewer extension.
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The Consultant shall add ownership
Assessor's map, utilizing legal
agency for determining property
project limits.
The Consultant shall provide existing condition plans. The
existing condition plans prepared by the Consultant shall provide
the following information,
lines as ohown on the Agencies
descriptions provided by the
ownership lines within the
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Plans shall be prepared by the Consultant with such
provision and in such detail as to permit the convenient
layout in the field for construction and other purposes
within a degree of accuracy acceptable to the Agency. The
Plans shall be in such detail as to permit the Agency to
develop final designs and Construction Plans for contract
work to be performed during construction of the project.
The scales to be used, the lettering and general delineation
of the plans, shall use standard symbols and conventions as
shown in the Washington State Department of Transportation
Design Manual, and Washington State Department of
Transportation Plans Preparation Manual.
Plans shall show all the existing physical features, surface
and subsurface facilities, as determined by field survey.
Details shall be included within the right of way, or if
necessary, outside the right of way to include pertinent
details adjacent to the project.
These plans shall be generated electronically using AUTOCAD,
version 10.0. The Consultants AUTOCAD data must have
compatibility and capability of being transferred to the
Agency's engineering for data transfer. The Consultant
shall provide electronic media necessary for transfer
drawings to the Agency, on request, using AUTOCAD, version
10.0, on DOS compatible, 3.5" high density, double sided
diskettes.
Points observed or established in the field will be digitally
computed and compiled in ASCII format by Point number, X, Y, Z
and descriptor values and transferred to the Agency computer.
The Consultant shall facilitate the transfer by providing the
digital data base to the Engineering computer on magnetic media
ufling DOS compatible, 3.5" high density, double sided diskettes.
Prior to final delivery all digital information will undergo a
complete digital-edit to ausure cartographic completeness.
The Consultant shall furnish such information and data with
respect to the field surveyor plans as the Agency may request.
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EXHIBIT "B" (Cont.)
TASK 1
LOCATION OF ROADWAY
SCOPE OF WORK:
The Consultant shall locate existing centerlines as necessary to
describe location and facilitate ultimate construction of the
roadway segments. The Consultant with the assistance of the
Agency, determine the final location of the centerlines and will
be required to establish the centerlines, Profile, Cross Section,
and Locate all improvements. Additionally, Profile, Cross
Section and Improvement Locations shall be obtained for all
intersecting County Roads and Private commercial approaches and
driveways.
CONTROL SURVEY:
The Consultant shall field verify, locate and update centerline
bearings as shown on CRP582, Hadlock Intersection Improvement
Plans. The Consultant shall verify the location and update all
County Road Intersections, road approach locations, showing
intersect station on the project centerline and their bearing.
Stationing for centerline staking on Chimacum Road will begin at
Station 0+00.00, M.P. 0.00 at the Hadlock intersection and
increase southerly. The Consultant shall stake project
centerlinos with P.K. nails. All centerline control points shall
be referenced for future use and shall be of a permanent material
as practical. All Centerline Station Points shall be set on 50
foot intervals with all PC's, PT's, Angle Points, and County Road
intersections etc., referenced to allow accurate resetting.
Future recovery of centerline control points will make necessary
the references being placed outside the limits of construction.
All Horizontal survey shall be relative to the Washington State
Plane Coordinate System with third order or better accuracy.
If survey work is required outside of the work scope described
for the project, due to additional necessary information needed,
the Consultant shall notify the Agency before proceeding with the
work.
To
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PROFILE,
The existing roads shall be profiled on the existing centerline.
The profile shall be taken at 50 foot intervals and or as
required to encompass the work involved. Vertical Control shall
be relative to Mean Sea Level with third order or better
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accuracy. All Bench Marks shall be clearly marked in the field
and referenced to the Project Centerline and be as permanent as
practical.
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CROSS SECTIONS:
The existing roads shall be cross sectioned on the existing
centerline. Cross sections shall be taken at 50 foot intervals
and shall extend to 50 feet each side of' centerline or as
required to encompass the work involved. Cross Sections shall
have a horizontal accuracy of plus or Innus 0.1 foot. Cross
section data plots shall be generated by means of electronic data
processing equipment. The computer-plotted cross sections should
be prepared on cross section tracing paper of VelUJ!l quality, with
a 10 x 10 grid to the inch, and plotted at a convenient usable
scale. The Consultant shall provide reproducible existing
condition drawings delineated on translucent bond "Velum" paper
of the original ground cross sections taken.
Points observed in the 'field in relation to cross section
information will also be digitally computed and compiled in ASCII
format by Point nUJ!lber, X, Y, Z And descriptor values and
transferred to the Agency computer. The Consultant shall
facilitate the transfer'by providing the digital data base to the
Engineering computer on magnetic media using DOS compatible, 3.5"
high density, double sided diskettes. Prior to final delivery
all digital information will undergo a complete digital-edit to
assure cartographic completeness.
IMPROVEMEUTS:
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Improvements to be located include, but are not limited
road, drainage facilities, above ground and under
utilities, driveways, fences, mailboxes, etc. Provide
tYPoe, grade, etc. of all improvements where applicable.
t01 the
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EXHIBIT "B" (Cont.)
EXISTING CONDITION PLANS
SCOPE OF WORK:
The Consultant shall prepare existing condition Plans, required
for the ultimate construction of the project. The existing
condition Plans must be set forth in a clear and concise manner
to avoid confusion. Adherence to standards is essential to
ensure the consistency of plans produced throughout the Agency.
Deviations from the policies and standard practices of the Agency
will require approval by the Agency in advance of the submittals.
Plans shall be prepared with such provisions and in such a detail
as to permit the convenient layout in the field for right of way
or construction and other purposes within a degree of accuracy
acceptable to the Agency. Plans shall be in such detail as to
permit the development of an accurate estimate of quantities for
the sev~ra1 pertinent items of work to be performed in the
construction of the projec't. (Examples of Plans will be provided
to the Consultant upon request).
The existing condition plans shall be delineated in ink on 24" x
36" Federal Aid Plan and Profile sheets of translucent bond
"Velum" at a scale of 1" .. 50' feet. The scale13 to be used, the
lettering, synmols and general delineation of the plans shall
follow State Standard Mapping Symbols. All lettering to be of
Leroy quality.
the final inked
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The Agency will accomplish the task of
construction plans for the project.
Existing condition Plans shall be generated electronically using
AUTOCAD, version. 10.0. The Consu1tant13 AUTOCAD data must have
compatibility and the capability of being transferred to the
Agency's Engineering Computer for data manipulation by the Agency
for final inked construction plans.
.
The Consultant shall also provide electronic media necessary for
transfer the existing condition drawings to the Agency, on
request, using AUTOCAD, version lO.O,on DOS compatible, 3.5"
high density, double sided diskettes.
The existing condition Plans shall show all the existing physical
features and surface or subsurface facilities as determined by
field surveyor indicated on Agency or utility company records,
for the area included in the right of way, or greater, if
necessary, outside the right of way to include pertinent details
adjacent to the roadways.
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CERTIFICATION
EXHIBIT "C"
Project No. CR0953
County Jefferson
CERTIFICATION
OF CONSULTANT
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firm of ABS Consultants
and duly
I hereby certify that I am
authorized representative of the
whose aadress is 3472 NW Lowell, Silverdale, WA 98383
and that neither I nor the above firm I here represent has:
employed or retained
brokerage, contingent
firm or person (other
solely for me or the
secure this contract.'
(b) '~greed, as an express
obtaining this contract,
services of any firm or
carrying out the contract.
for a commission, percentage,
fee or other consideration, any
than a bona fide employee working
above Consultant) to solicit or
(a)
or implied condition for
to employ or retain the
person in connection with
(0
paid, or agreed to pay, to any firm, organization or
person (other than a bona fide employee working solely
for me or the above consultant) any fee, contribution,
donation or consideration of any kind for, or in
connection with procuring or carrying out the contract:
except as here expressly stated(if any):
I further certify that the firm I hereby represent is
authorized to do business in the State of Washington and that the
firm is in full compliance with the requirements of the Board of
Professional Registration, and that the firm is registered with
the Department of Revenue for the State of Washington.
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(c)
I acknowledge that these certificates are to be available to
the Agency, State Department of Transportation and the Federal
Highway Administration, u.s. Department of Transportation, in
connection with this contract involving participation of Federal-
aid funds and is subject to applicable State and Federal laws,
both oriminal and ci il.
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CERTIFICATION
EXHIBIT "C" (cont.)
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Project No. CR0953
County Jefferson
CERTIFICATION OF AGENCY OFFXCIAL
I hereby certify that I am the Agency Official of the County
of Jefferson Washington and that the above consulting firm or his
representative has not been required, directly or indirectly as
an express or implied condition in connection with' obtaining or
carrying out this contract to:
(a) employ or retain, or agree to employ or retain, any
firm or person, or
pay to any firm, person, or
fee, contribution, donation or
Any kind, except as here expressly
(b) Payor agree to
organization, any
consideration of
stated (if any) .
I acknowledge that this certificate is to be available to
the Federal Highway Administration, u.s. Department of
Transportation, in connection with this contract involving
participation of Federal-aid highway 'funds and is subject to
applicable State and Federal Laws, both criminal and civil.
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Date ~ S gnature '
29
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JEFFERSON COUNTY .lP
DEPARTMENT OFPUBUC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
GBIy A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Enl1lnHr
September 18, 1991
Attn: steven ottmar, P.L.S.
'AES Consultants
P.O. Box 930
silverdale, WA 98383
Re: Supplemental Aqreement No. 1 for. County Road Project CR0953,
Hadlock Road Improvement, Federal Aid Project No. RS-Q161(002).
Dear steve;
Jefferson County has executed Supplemental Aqreement No. 1 with AES
Consultants for the ab?ve referenced project.
Enclosed pl.ease find one (1) fully executed Supplemental Agreement No.
1 and one (1) copy for your records.
If you have any questions, do not hesitate to contact me.
A!.6 ~l.
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CR0953, consul.
B. Nesbitt, P.!., JCDPW
B. Laurio, ,JCDPW
Supplemental Agreement No. 1
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SUPPLZMER'rAL AGREEMEIIT
Project No.: CR0953
Agency:. Jefferson Countv
Name of project: Hadlock Road Im~rovement. CR0953. Federal Aid Pro;ect Number RS-016l10021
Gentlemen:
The County of Jefferson desires to supplement 'the agreement entered into with AES Consultants
and executed on July 1, 1991 and identified as County Road Project CR0953, Hadlock Road
Improvement, Federal Aid Project Number RS-Q161(002).
All provisions in the basic agreement remain in effect except as expressly modified by this
supplement.
The changes to the agreement are described as follows:
I
Section I, SCOPE OF WORK, is hereby changed to read:
- No Chance -
II
Section V, TIME OF BEGINNING AND COMPLETION, is amended to change the number of calendar
days for completion of 'the work to read. 90 davs I final comolation date Seotember 30 . 19911.
all me:s~re: :~:: ~h~ or~~i~a~ ;;:ter Ruthorizinc work to becin. dated Julv 2. 199]. T~
~@aB 0 0 i ue e f on County's delav concernina riaht of way rOBsarch within
the oro1ect limits.
III
section VI, PAYMENT, shall be amended as follows.
- No Chance. -
as set forth in the attached Exhibit A, and by this reference made a part of this supplement.
The maximum amount payable under this agroement as 8upplemented inclu8ive of all fees and
other coet8 ie now $~8.96 - No Chance - .
If you concur in thie supplement and agree to the changes as 8tated above, please sign in
the appropriate 8paces below and return to thi8 office for final action.
Sincerely,
9/;//9/
. Date
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Chairman,
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County Commieoionora
Con8ultant'. Signature
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EXHIBIT MAM
8UIIHlIRY OP PAYIlEHTS
Basic
Agreement
Supplement
#1
Total
Direct Salary Cost
S 5.653.55
-No Chanae-
5 5.653.55
OVerhead
(incl. Payroll Additives)
511.501.02
-No Chanae-
511.501.02
Direct Non-Salary Costs
S
411. 20
-No Chanae-
S 411.20
Fixed Fee
S 2.573.19
-No Chanae-
S 2.573,19
Total
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-NO Chanae-
520.138.9li
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1820 Jefferson Street
PO. Box 1220
Port Townsend, WA 98368
(206) 385.9160
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JEFFERS~~ COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A Rowe, RE., Director
Robert G. Nesbitt, RE., County Engineer
MEKORANDUH
FROM:
January 15, 1993
Aubrey Palmer
Robert G. Nesbitt, P.E., County Engineer
~
DATE:
TO:
SUBJECT: Engagement of a consulting engineering firm for Chimacum
Road, county Road project CR0953, Federal Aid Project No.
RS-Q161(002), M.P. 0.06 to M.P. 0.41.
After reviewing the request to engage the assistance of a
consulting engineering firm for the above referenced project,
approval is hereby granted.
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Frank Gifford, progranl Manager
attch: Independent Estimate
10Mb Racyclod Paper
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIRECT SALARY COST ICompOIileJ:
CO~TROI. SUR.'l/e.'f
PROFILE
CRo:!>S SECT IONS
ToPOGRAPtW
M I OS C. ELL A N EO US
OVERHEAD COST (Includingp_vroll o1dditive-:1
NETFEE @ /S::z.
DIRECT NON.SALARY COST:
)
A. TRAVEL. AND peR DIEM
B. REPRODUCTION EKPIitNSES
C. COMPUTER EKPENSE
D. COMMUNICATION
E. SAMPLINQ AND TESTING
Fl. OUTSICE CON5U....TANTS
G. OTHER ISIl.C;I'vl
TOTAL.
I
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BREAtCDQWN dF WORK
20
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11.50
201.75
TOTALS - 7 S. '2.5
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OOINey ":J'l!'FF"Ei R..$o.N C()UN TV'
, PE!.Pi, t!>F P"BL.Ic" WO~S
CH./J\ACUM ROAD
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M. 'P. o. % TO M. P. o. .., I
MAN.
HOURS
AVERAGI!
RATE OF PAY
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APPENDIXIII.f-f
ESTIMA TED
COST
32. q. 00
2. I 7, 00
,qe.oo
183.50
32.7.77
z'55. 2. 7
s 2.,553. ~t>
571. '33
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,,"QJIlCT NO.
R.5 .Gllltl(oozJ
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IUB.TOTOL
'CONTINoeNCIES
ORANO TOTAL
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CQ~NTY R040 PROJECT CRO(( -
CHI"ACUH ROAD ' ,
CONSULTANT ~ORK SCOPE
COST ESTlHATE WORKSHEET
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: Senior : Resident : Engr. : 2 - Han I Graphics : Clerical : Estinted :
: Engineer : Engineer : Support : Crew Cost
1-----------------__________________________: _____...___..: ___________.: ____.------; __________: ___________: __..________: ___________:
LABOR REQUIREHENTS $25.00: . U9.00: U4.00: 119.00: $14.00:' $B.OO: HOURS I :
I Per Hour : Per HolU' I Per Hllur : Per Hour I Per Hour . I Per Hour : DOLLARS :
lr.:~=n:-=azs~~==::::.:2.a==D'Z===:J::r..:=;;;========::=;=:::=:====:=::--==u::aI~_:==--==z:=;::========= :':;=====-:&2.' __
IControl Survey: : <<I ~ :
: _ J: :
: -------...-------.....--.:..---------------..-; -.....--...----: ----..-----1---------: ------...-: -_---:___: __;..___..____: __..._______:
Staking centerline tangent - Sta. C20+50 I
to C2l+00 mO')' 1
0.00 : 2.00 I 2.00 : 1.00 I 2.00 :
10.00 1 $38.00: ','28.00: 119.00: 128.00:
1.00 : S.OO :
$S.OO I $121.00:
: --..----.;.--..---.....--.........-..----------..--...-...-:--'7'---..---..: -------..--:" 1-..-----..-: ---------1---------1-..--..------: __..._____...;._:
Staking centerline tangent -- Sta. HO+OO: 0.00 : 1.00 1 1.00 1 1.00 I 1.00 : 0.00 : 4.00 :
to HO+98.61 (New Intersection) .1100'1 1 $0.00: 119.00 I 114.00: '19.00 I '14.00 : $0.00: 166.00:
Centerline - Centerline intersection I I I
1 Reference poi nts required I 1 I ' I I : :
l--------------------------------------_l-------c--: --------l------~-I------l---------l-----------: -----------1
: Staking centerline tangenI' ~ Sta. HI+80 I 0.00 : 1.00 1 0.00 I 2.00 I 1.00 1 0.00 1 4.00 :
I to H5+S0 (Existing Old Hadlock Road, 400'1 : '0.00: $19.00 1 $0.00 I $38.00 I '14.00 1 '0.00 I m.oo 1
I--------------..~---------..--:----r-~--..------ 1------1------.;...;_________:___......_..___1_.;.;..____..___1
I Calculations I 0.00 I 1.00 1 0.00 I 0.00 I 1.00 I 0.00 1 2.00 :
I I 10.00 1 $l9.00 I 10.00 : 10.00 1 $14.00 I 10.00 1 133.00 I
1---------------"---------..------------1-----------1------~--: --------1--------: --------1----------1---------:
Drafting 1 0.00 I 1.00 1 0.00 I 1.00 I 0.00 I 0.00 : 2.00 I
I 1 10.00 I 119.00.1 '0.00 I $19.00 1 '0.00 I 10.00 I 138.00 I
1-------------------__________________: ----------1---------: ----------1---------: ---------1-----------: __________1
: SUBTOTAL 1 HOURS 1 0.00 1 &.00 I 3.00 I 5.00 I 5.00 I 1.00,1 20.00 :
I, " CONTROL SURVEY DOLLARS 1 .0.60 1 S114.00 I 142.00 I $95.00 I. 170.00 I 18.00 1 '329.00 I
I...----~-..----.......-......-.;.----..------..--,-:-..---.---:..----.---r------:..-.____:____..__..;_I___....;.~_...._(----..---..-I
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TASKS
I Senior ; Resident : Engr. f 2.. "an I Graphics : Clerical : Estimated:
I Engineer : Engineer : Support : Cre. Cost
: --------------------------------..-------------1----------: --------....-1-........-------: -------..---: -----------: ----.....-----: ........-------:
LABOR mUIRmNTS
: $25.00: $19.00: $14.00: $19.00: $14.00: S9.00: HOURS I :
I Per Hour f Per Haur ,I Per Hour t Per- Hour I Per Hour I Per Haur : DOLLARS ;
1..._____________________________..______________ I ___________ 1___________ I ___________ . ___________ 1___________ 1___________ 1 __________ I
1 ---------------..------------------------------ 1 --...-----...-- 1----------- 1 -----------. -..---...----- ,-------...-... 1----------- 1-----------1
:Profile:
: --------..---..----.....--------..----------------: ------......--: --....-.......--; ----------- : -----...-----1--------..-- : -----------; -..---------:
Profile centerline tangent -- Sta. C20+50 :
to C22+00 1150') :
0.00 I 1.00 :
SO.OO: $19.00:
0.00 : 1.00 I 1.00 :
SO. 00: $19.00: $14.00:
0.00 I 3.00 :
SO.OO: $52.00:
~ -----------------------..---------..---.....---..: --..--..----1---........-----: --...---..-....-: .....-........--...--1--..--------: -----------: ---------...-:
Profile centerline tangent -- Sta. HO+OO I 0.00 : 0.00 : 0.00 : 1.00 : 1.00 : 0.00 : 2.00 :
. to ~0+98.61 (NeM Intersection, 100') I $0.00 : $0.00 : SO. 00: $19.00: $14.00: $0.00: $33.00:
1-----------.....-----------------....----------...--; -----..-----1..-----......-1...........-....-.....-: ..---..';"-..--1-----..-.....--: -------...-: -------..---1
Profile centerline tangent -- Sta. ~1+90: 0.00 I 0.00 : 0.00 I 1.00 : 1.00 : 0.00 I 2.00 1
to H5+90 IExisting Old Hadlock Road) I $0.00 1 SO.OO I $0.00: $19.00 I $14.00: $0.00: .$33.00:
(400') 1 I I : 1 : 1 I
1..-----..-....-----..--...---..----------..-----..-...--; -..----......--1..---..-----1--....-----..-1....--------1--..--------: .......------: -...----..-..--1
: Prolile elist. storn sewer inverts and I 0.00 1 0.00 : 0.00 I 0.50 I 0.50 I 0.00 I 1.00 :
exist. ground beheen Sta. 60+33 (90.7'U.11 $0.00 I $0.001 $0.00: $9.501 $7.00 I $0.00 I $16.501
to exist. 40' square catchbasln I I 1 . I I 1
Sta. 60+91.64 040.9' 1t.1 I:.. 1 1 I I
1-----......-.....----......----..----..------------1-....--..-----1----....-1..--....---....-1-..---..-..--1----------: -..-----..- ~ ....-------1
Profile exist. stor. seMer inverts and 0.00' 1 0.00. : 0.00 I O.~O I 0.50 I 0'.00 I \.00 I
exist. ground beheen Sta. 60+79.06 $0.00' 1 $0.00 : $0.00 I $9.~0 : $7.00 1 $0.00 I $16.50 1
(161.6' It.) to exist. 49' square I 1 : I
1 catchbasin Sta. 60+91.64 (149.9' It.l I 1 I I I 1 I 1
r -----....-..-..-------------------~---------..; -....---..---1--.......---..-1----.............-: ----------1 ;..-------1--------::.-1-----------1
I Provide top catch basin llids's) Sta. 60+331 0.00 1 ' 0.00: 0.00 I 0.00 I 0.00 1 0,00' I 0.00 I
(90.7' 1t.1 .lnd 49' square catchbasin 1 ,SO.OO 1 $0.00 : SO.OO :$0.00' roO'" $0.00 I $0.00 1 $0.00'1
1-----------------------------------------1----------1---------1-----------1---------1-------1------:--1---------1
I Calculations I 0.00' I 2.00 I 0.00 I 0.00 I 0'.00 1 0':00' I 2.00' I
I I $0.00 I n9.00 1 SO.OO : $0.0'0 I $0.00 1 $0'.0'0' I $30.00'1
I-------------------------'-------~------------; -----------1----------1----------: ----------1----------1---------1---------1
I Draltlng 0.00 1 0.00 I 0.00 1 0'.00 I 2.00 1 0.0'0' I 2.00' 1
1 . I SO.OO I SO.OO 1 $0.00 : $0.00 I $28.00 1 '0.00' I $28.00 I
:--------------------------:.------------------1-----------1---------1-----------1----------1-----------1----------1----------I
1 SUBTOTAL I ~OURS : 0.00 1 3.00 1 0.00 I 4.00 1 6.00 1 0.00 I 13.00 1
I PROFILE DOLLARS I SO.OO 1 m.oo 1 $0.00: $76.00 1 $84.00 1 $0.00: $217.00 'I
1-----------------------;.---------------------- : -----------1-----------1-----------1-----------: ----------1-----------1-----------1
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CHInriClil ROeD
COllSULTANT ~OF.K _cePE
COST Em~AiE WORKSfiEET
---------------------------------------------------------------------- -------------------------- ----------------.. ------------------
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TASKS ISenicr : Resident : Engr. : 2.. ;.tan : Graphics : Cleric31 : Esthatej I
: Engineer I Engineer I Support : treK: I : Cost :
: --------------...-------------...---------------1---------...-: --..------...-: .....----.....--..1----------- : ..------...---1.....-..------- : .....-----...---1
; LABOR REgUIRE~ENTS ; ':<5.00: 119.00; 114.00: 119.00: 114.00: 'B.OO; HOURS I :
; : Per HQur : Per Hour : Per Hour : Per Hour ; Per Hour ; Per Hour : DOLLARS I
: :=================~========================== 1===========; =========== : =========== I =========== : =========~: =======::===: =========== I
:Cross Sections:
I
; -------------------------...----...---------1-----------: -----------: -----------1--..-------- : ----------1------...----: ----...----.....:
Xse~tion centerline tangent -- Sh. C20+50 : 0.00 I 1.00 ; 0.00 ; 0.50 : 1.00 I 0.00 : 2.50 :
, to C22+00 (3 - xsectionsl : $0.00 I 119.00: 'O.CO : $9.50: $14.00 : $0.00: '42.50:
1---------.....--....-----...-....-----......--..-----------1----------..1-----..--....-;..---......----1----..------1...-----....;.....- f ..-...-------- ; -----..----..:
Xsection centerline tangent -- Sta. HOfOO: 0.00 : 0.00 I 0.00 ; 0.50 I 1.00 I 0.00 : 1.50 :
to "0+98.61 (NeM InterSEction, 5-rsections': SO.OO : '0.00 I $0.00 : $9.50: 114.00 1 $0.00 I '23.50:
,
,
r ----....---...--....---...-..--..-..---...---...----------1..--------...-: -.......--..--...- ; ....._-..-~----: ---....--.......-: ..------.......... :...-~--;.-.....- : ---..-......--..; I
Xsection centerline tangent -- Sh. H1+80: ' 0.00 :
to H5+80 (Existing Old Hadlock Roadl : $0.00 I
(8 - xsections' I,
1.00 :
$19.00 I
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0.00 ;
'0.00 1
1
1.50 :
$28.50 :
1.00 I
$14.00 I
;
0.00 I
$0.00 I
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3.50 I
$61.50 :
; ---......----------..-..-~.....---------...---...--: ....----.....-...-1---.........-1 -----:----1---....----..-1.....------: ---------..-: ------..---1
I . Calculations . , I . 0.00 I 0.00 : 0.00 : 0.00 I 0.00 I 0.00 I 0.00 I
: I '0.00 I '0.00 I '0.00 I '0.001.'0.00 : $0.00 1 '0.00 I
I------------------------~--------~-----l---------I--------l---------I--------I--~------; ---------: ---------1
Drafting I . 0.00 I 1.00:., 0.00 1 0.50 I 3.00 I 0.00 I 4.50 I
I '0.00 I $19.00 I $0.00 I $9.50 I 142.00 I $0.00: 17MO I
: ---------------------------------------1----------1----------1-------1---------1--------1---------1-----------I
; SUBTOTAL 1 HOURS I 0.00 : 3.00 : 0.00 r.' 3.00 I 6.00 I 0.00 : . 12.00 1
I CROSS SECTIONS DOllARS I $0.00 I $51.00 I $0.00 I $57.00 I m.oo 1 $0.00 I me.oo:
I-------------------:------------------"--I-------~-..,.l, -"------I--------I-~--------l-----------I----------l----------I
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CHI'ACU~ R;~U ,..' I
CONSULTANT WDRK SCOff
COST ESTlMTE WORKSHEET
--- ------------------------------------------------------------------------------,.------------------- ----------- -------------------
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TASKS : Senior : Resident : Engr. : 2 - "an : Graphics I Clerical : EstilalEd :
: Engineer I Er,gineer : Support : CreM: : Cost
J ---.........------------...--...--..-------------------: ----------: -........--...-..-: -~------- : -----------; ------...----: -----------: -----------1
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LABOR REgUIREr.ENTS
m.oo: $19.00: $l4.00: $19.00: $14.00: $8.00: HOURS I :
: Per Hour : Per Hour : Per Hour : Per Hour : Per Hour : Per Hour : DOLL~RS :
: ============================================= I ===========: ==========: ==========: ===========: =========== I ========--==: ==========:
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: ---..--..-------------..---------...-----....-- r ..---..----..: ------..--: ----..----; ---..---: ..-----..--...-: .....--.....-..-..-: ...-----..____ :
: Topog centerline, tangent -- Sta. C20+50 .0.00 : 1.00 : 0.00 : 1.00 : 1.00 : 0.00 1 3.00 :
: to C22+00 (150'1 , SO.OO: $19.00: $0.00: $19.00 I $14.00 : $0.00: 152.00 I
: --..-..-..---...-......------...---------------...-........--: -...--------...: --..-...-.....-..1---...------: -...-..........-.....-:..--..---..-.....,----.....--....-1-...-...-.......--- t
: Topog centerline langent -- Sta. HO+OO : 0.00 : 0.25 : 0.00 : 0.50 ; 1.00 : 0.00 : 1.75 :
: to HO+98.61 (New Intersection, 100') $0.00 : $4.75 : $0.00 : $9.50; $14.00 : $0.00: $28.25:
: -..-......--...--..--------..-----.........-------...---...-: ----......-..--..: ---------...,------..--: ---....---- r ---.....----...; --..........--...--: ...------...--..:
I Topog centerltne tangent -- Sta. HI+80 I 0.00 : 0.25 I 0.00 I 1.00 I 2.00 I 0.00 : 3.25 :
I to H5+80 IExlsting Old Hadlock Road - 400'11 $0.001 $4.751 $0.001 $19.00 I $28.00 I $0.00 I . $51.75 :
'..---..---..--...---.....-..---...---------..-----------1-...-----..---: -...--.....--...- r --..------1---..----- r -------..--- r -...----..-.....-: ...----------:
Topog curb, ornmntal shrubs (treesl, : 0.00 ; 0.00 I 0.00 1 0.25 1 0.50 1 0.00 I 0.75 :
~ign posts, dlunsion of sign, and I $0.00: $0.00: $0.00 I $4.75 I $7.00 I $0.00 I $11.75:
landscapi ng .. eye doctors oHicf IC9+00 Rt.: I 1 1 1
....-....-..--...-...----.......----........---.....----..--...... ~...---..---...-: ---..---- ~ ------1---....----1--.....-----:...: -....-------: -----....--- r
TOP09 sign location and size, and lillts ofl 0.00 : 0.00 1 0.00 I 0.25 I 0.50 I 0.00 : 0.75 I
landscaping in front of entrantp. door I fO.OO : $0.00 : $0.00 1 14.75 1 $7.00 1 $0.00 I $11.75:
Hadlock House restraunt, Sta 6+00 Lt. 1 I 1 I 1 I I 1
,..---..-----...----...---..--.....---------------... r ......--:...----..: --..------1-.-----..-1-....-..------1...:--..:...-..---.: ----....-....--1-.....------.....:
: Drafting 1 0.00 1 0.00 I 0.00,1 0.00 I 2.00 1 0.00 1 2.00 1
1 I $0.00 I $0.00 I $0.00 1 $0.00 1 $20.00 1 $0.00 I' m.oo:
1-------------------------------------1---7------1--------I-------~ 1--- ------1--------1---------1----------1
SUBTOTAL . 1 HOURS I 0.00 I 1.50 1 0.00 1 3.00 1 7.00 I 0.00 I 11.50 I
I TDPOSRAPIIY DOLLAR8 I $0.00 1 $28.50 1 $0.00'1 $51.00 1 $99.00 I $0.00 1 $183.50 1
: ---------..:...--..-....;...;.......--..---....-..:............--------1---.......---1----.;.---....: r -----..:-:-71---------...- ~ .....-------1-..-----...-1----...----- f
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JEFFEF.C~ CDlil,lV mmERl'OS ESTlMTE
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COUNTY ,OAJ PROJECT c(), (
CHI~ACU" ROAD .
CONSULTANT WORK SCOPE
COST ESTlMTE WORKSHEET
-------------..----------------------------..-----------------.....-..------------------------------------------------------------------
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I Senior : Resident : Engr. : 2.. "an : 6rapflics : Clerical : Esthated :
: Engineer : Engineer : Support I ere.: : Ctlst
: -.......-----------..--------.........--'":'...--...------..... : -----------)----------- r ----.......----: -...------..--: ...--...------: -----------: ------..-----:
LABOR REQUIREMENTS
m.oo : $19.00: $14.00: $19.00: $14.00: $B.OO: HCURS I :
: Per Hour ': Per Hour 1 Per Hour : Per Hour : Per Hour : Per Hour : DOLLARS :
: ============================================: =========== I ==========: ==========: ===========: ===========: =========== 1 ===========:
:"i scellaneous:
: -.....---------------------...---.;.--------------: ----------: ----..-----1-------....--1------..-- ~ --..--...---..: ----------: -..--..-..--..-1
: Clll for undergrond locate far centerline I 0.00 I 0.25 : 0.00 : 0.00 : 0.00 : 1.00 : 1.25 :
tangents before initiating Nork 1 SO.OO I $4.75 : $0.00 I $0.00 : $0.00 : S8.00: $12.75:
1-...........-..-.....--------------...---------..----..--: -..----..----: -..---...-....-1----..----....: -..-....--..-..-: ..--..--....-.....1........--..-....-: -----------:
I Coordinate Nith City of Port TONnsend to I 0.00 : 0.25 : 0.00 : 0.00 : 0.00 : 2.00 : 2.25 :
pothole (provide Naterllne depth's and 1 $0.00 : $4.75 : $0.00 : SO.OO : $0.00: $16.00: $20.75:
and sizes. Sta. C3+75 Lt., C5+00 Lt., and: : : .
Stat CB+4B ~ I .: I I
1---..--..-....-......--...---..--------------....-------1----...----1-----....-- : ------..---: ---..----..- ~..--....-..---..: -------....--; ----..--..--:
DiMensions of utility vaul ts C4+37 Rt. : 0.00 : 0.25 I 0.00 I 0.25 1 0.25 : 0.00 : 0.75 :
: to H5+80 IExisting Old Hadlock Road - 400'1: '0.00: H.75 I $0.00 I $4.75: $3.50 I $0.00: $13.00 I
1-..--....-..-....---....---------------------...---: -...--..-..---: --..-..----: -..--..-..---1-..-.......--..--1..--------.....1-....---........; -..----..'--....1
: Flo~ line elevation catchbasin 3+75 Rt. 0.00 : 0.00 : 0.00 : 0.25 : 0.25 : 0.00 1 0.50 :
I I $0.00 : $0.00 I' $0.00 I $4.75 1 $3.50 : $0.00 I $0.25 :
; ---..-..---....--...--...---.;.-~-..---------....-----..I..----..-----1---..-..-1--..,.-----1----....----1------...--1.....----..---; ----..-----:
I Inventory exist roadNay traffic signs, : 0.00 I 2.00 : 0.00 I 3.00 I 3.00 : 0.00 I 0.00 I
1 providing sign type (descriptlonl, sign fO.OO 1 $38.00: $0.00 1 $57.00 I H2.00 I $0.00 1 $137.00:
: location ISta. NO..Lt. or Rt.', sign size: I: I 1
: Ix and yl, post .aterhI, post size : 1 I I I I 1
1------------------------------------------: -----------: ---~--'---:----------l----------: ----------1----------: ----------:
Calculations 1 0.00 I 2.00 I 0.00 : 0.00 I 3.00 : 0.00 1 5.00 :
I : '0.00 1 $38.00 I '0.00 : $0.00 1 m.oo : $0.00 I $00.00 1
: ---------------------------------~---------l----------- :----------1----------1-----------1--------1-------: -----------1
I Drafting I , 0.00 1 0.00 I 0.00 I 0.00 I 4.00 1 0.00 I 4.00 I
: I '0.00 : $0.00 I $0.00 1 SO. 00 I m.oo 1 '0.00: $56.00:
1-------------------------------------------1---------1---------1--------1-----------1---------: ---------1----------:
1 SUBTOTAl 1 HOURS 1 . 0.00 1 4. is: 0.00 1 3.50 1 to. 50 1 3.00 1 21.75 :
I mCELLANEOUS DOLLARS:, '0.00 I ,$9D.25 I $0.00 I $66.50 1 $147.00 I $24.00 I $327.75 I
: ---------------------,-----------------1------1---------1----------1-----------1-----------: ------~----: ----------1
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JEFFmO~ CJUNTV ENGINEERWJ nTlMATE
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CHlnACUn ROAD
CONSULTANT WGRK SCOPE
COST ESTlMTE WQRKSHEET
--------------...------------------------------j-----------T----------T----------i-----------j-----------T-----------i--------- --i
TASKS : Senior : Resident : Engr. I 2 - Man : Braphits : Clerical: Estioated I
: Engineer : Engineer f Support : Crew I Cast :
: ----..------.....---------------..--....-----...-----: -----------1--....-------: ----------: ----------- : ---------_..: ----------- : -----------1
LABOR REQUIRE"ENTS : $25.00: $19.00: $14.00: $19.00: $14.00; $8.00: HOURS I I
I Per Hour I Per Hour : Per Hcur I Per Hcur : Per Hour : Per Hcur : DOLLARS :
,-------------------------..-----...----------____ I ________... .__________ I ___________ I ___________ I ___________ I _____ ______ , ___________ I
,----......---------------------...----------------- 1-----.----- 1----------- ,----------- ,-----...----- I ----------- 1 ----------- I --------- -- 1
SUBTOTAL 1 HOURS , 0.00 : 6.00 : 3.00 , 5.00 , 5.00 : 1.00 : 20.00 :
, , ,
CONTROL SURVEY DOLLARS , $0.00 : UI4.00 : $42.00 , t95.00 : $70.00 : $8.00 , $329.00 :
, , , 1--------------..-----....-......--------------: ..----------1---........;...-...-1-...---------; ------..--.. : ----..-...----: ---------..-: ---.....------1
. SUBTOTAL 1 HOURS , 0.00 : 3.00 I 0.00 I 4.00 1 6.00 I 0.00 : 13,00 I
. ,
. PROFILE DOLLARS , $0.00 I $51.00 I $0.00 : $16.00 : $B~.OO I $0.00 . $217.00 :
, , ,
: -....----..--.....--..-..-...------...-...-----...---------1-......-.....-----: --..--..----: .....------..--: ..---......--..-: ....-----..---1---....--...--- --....---.....-..
SUBTOTAL
CROSS SECTIONS
1 HOURS :
DOLLARS I
0.00 I 3.00 :
$0.00 I $57.00 I
0.00 I 3.00 I 6.00 :
$0.00 I $51.00: m.oo:
0.00 : 12.00 :
$0.00 I $198.00:
I---...---..-------..-..---..~------..----.......---I....-..-...--....: -.....---..----1-..-----....--: ..----...---..-1----...----.... J ----..----..-1----------1
SUBTOTAL I HOURS I 0.00 I' 1.50 I 0.00 . 3.00 : 7.00 ; 0.00 I 11.50 :
,
TOPOGRAPH1 DOLLARS . $0.00 I $2B.50 I $0.00 I $51.00 , $98.00 : $0.00 I $183,50 I
. , 1-----------..-----....---...------........--..----..----1--.;...--..-..--1--..---..---1--...--------: ..---..---....-1----------...: ---..---..---: ----....-..--.;
. SUBTOTAL I HOURS I 0.00 I 4.75 I 0.00 I 3.50 : 10.50 : 3.00 , 21. 75 I
, ,
, MISCELLANEOUS DOLLARS I $0.00 ; $90.25 : $0.00 I $66.50 I $\47.00 I $24.00 , $327.75 I
, ,
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TOTALS 1 HOURS I 0.00 I lB.25 I 3.00 : IB.50 I 34.50 I 4.00 : 7B.25 I
I DOLLARS I $0.00 I $346.75 I $41.00 I $351.50 I '483.00 I $32.00 I $1,255.25 :
: =:======:=lI========:=====~==::II===========Il'===== 1 ===::=====: I =========== 1_11========= I =========== I =========== I =========== I =========== I
SU"MARY OF FEE FOR E~BINEEMINS SERVICES
Di rect Salary Cast ...................................................... $I ,255. 25
Overhead Cost lintluding
payroll additives ...........................................@ 203.43 % $2,553.56
Sub-Total $3,808.81
Net Fee .,................................11...".......,..., . 15 X
'571.32
Dirett Non-Salary Costt
a. Travela"_d per dlel . If It If.. If' It.. It..
b. Reproduction npenses ..................
c. Co.puter 'Mpenses ......................
d. Outside Consultanh ..,.......... If. It..
e. Othor (Spetlfyl ........................
$100,00
$10.00
NIA
N/A
N/A
Total
$I 10.00
" . ..... ,"
Sub-Total $~,490, 13
Totd $4,490,13
...........11
tl-Jan-91
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIRECT SALARY COST ICampDlnel:
BREAKDOWN OF WORK
c.aNT"~l- ::;uR.VEY
P fl.o F"I LIS.
C~65$ 5ec..no~
"T6PO....R"'I'PI-l'l"
MISCECLLAt-.\E:OU.s
TOTALS _ 90.2,5
OvERHEAD COST (Including p'vrollldditi~1
2.03LJ&' ..
NET FEE
DIRECT NON.SALARY COST:
A. TRAVEL AND PER DIEM
8. REPRODUCTION E)cPENSES
C. COMPUTER E)(PENSE
O. COMMUNICATION
E. SAMPl.INO AND TESTING
". OUTSIDE CONSULTANTS
Q, OTHER 1$l).ClfVI
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TOTAL.
AI'U:NCY
"J'"eF"P'IS~i>N c.o",-lr"Y,
Den: of ,?df;/..,c.. ~82.K"~
flAOJICT TITL.I
cJI,MI9c.. uM. 'R04't> ~ /11\. 'r: (), ()f., 70 1"l.9. 0, LII
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AVERAGE
RATE OF PAY
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BUB.TOTAL
'CONTINGENCIES
GRANO TOTAL
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APPENDlXUl-1.1
ESTIMATED
COST
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2. IS .0 'i
198.03
t..a:5.73
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P,O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E., County Engineer
MEKORANDUM
DATE: February 2, 1993
TO: Bob Nesbitt, P.E., Jeff. Co. Eng.
Frank Gifford, Program Manager
FROH: Aubrey Palmer /?/
SUBJECT: Conclusion of Negotiated Consultant Agreement Costs (AES
CONSULTANTS), Chimacum Road Improvement, CR0953, Federal
Aid project Number RS-Q161(002).
For your review and approval, please find the attached closing
negotiated consultant costs with AES CONSULTANTS (AES) and revised
Agency engineering estimate for the above referenced project.
The Consultants offer was received and compared with the Agency's
estimate by examining the scope of work, work hours, and estimate
of cost. During review of the Consultarlts offer, differences were
found in the Agency's estimate due to using lower direct salary
costs (rates of pay used 1991), differing distribution of
manpower to task requirements, omissions applied to spreadsheet
input. The original County and Consultant negotiations differ by
$317.72 and 4.25 hours.
Engineering staff finds it necessary to revise the county's
engineering estimate as follows:
1.
Revised es'l:imated hourly rate upward to reflect current
hourly rates charged by Consultant.
Added 4 Hrs pot-holing time for 2-man crew;
Miscellaneous - Coordination with City of Port Townsend.
(omitted on original estimate)
Added 8 hrs travel time .for 2-man crew for total project;
Miscellaneous - Drafting and Addition of travel time.
(omitted on original estimate)
Revised travel cost to 4 days @ 160 mi./day.
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$ 5,888.83
$ 5,913.79
By applying revised costs/hours as noted, final negotiated
consultant cost for engineering services are as follows:
Jeff. Co estimate;
AES Consultant estimate;
;
with your approval, staff will finalize the consultant agreement
at a proposed cost of $5,913.79, and continue with the consultant
agreement procedure for engagement of AES to complete the work.
If you concur with modifications as stated above and the proposed
consultant cost, please sign in the appropriate spaces below and
return for processing.
If you have any questions, please contact me.
Approved': ~*~
~efferson Co. Engineer
p
xc: CR0953, carres.
attach: original county estimat.e
. Revised "county estima~.
Consultant Estimate
Date:
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
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Gary A. Rowe, RE..' Director
Robert G, NesbiN, RE., County Engineer
February 17, 1993
Attn: Steveottmar
AES CONSULTANTS
P.O. Box 930
Silverdale, WA 98383
Re: Consultant Aqreement, Chimacum Road Improvement, CR0953,
Federal Aid Project Number RS-Q161(002).
Dear Mr. ottmar:
Jefferson County has executed tho Consultant Agreement with AES
CONSULTANTS for the above referenced project.
Enclosed,please find two (2) copies of the fully executed
Consultant Agreement for your records. Additionally, in accordance
with Section IV of the agreement, your are hereby authorized to
begin work.
If you have any questions, do not hesitate to contact me.
100% Rilcyr.lad Papar
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Bob N; ,P.E.,Jeff. Co. Eng.
Frank G~, Program Manager
enOl Consultant Agreement - C,2)oopies
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JEFF&:SON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, RE., Diractor
Robert G. NesbiN. RE., County Engineer
February 17, 1993
Attn: Mr. Jim Werle
City/County Liaison Engineer
District 3 Local Programs
P.O Box, 47440
Olympia, WA 98504-7440
Re: Consultant Agreement Documentation, Chimacum Road Improvement,
CR0953, Federal Aid Project Number RS-Q161(002).
Dear Mr. Werle:
To document Jefferson County is using a Consultant for the above
referenced project, enclosed please find a copy of the executed
standard Consultant Agreement for preliminary Engineering.
If you have any questions, do not hesitate to contact me.
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enOl Consultant Agroement
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CONSULTANT
AGREEMENT
AGREEMENT NUMBER
FEDERAL AID NO.
CONSULTANT/ADDRESS/lELEPHONE
AES CONSUTLANTS
P.O.' BOX 930
SIVEDALE. WA 98383
CRO 953
RS-Q161-(002)
Phone No. (206)-692-6400
LUMP SUM
LUMP SUM AMOUNT S
COST PLUS FIXED FEE
OVERHEAD PROGRESS
PAYMENT RATE 201. 2B "
PROJECT TITLE AND WORK DESCRIPTION
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CHIMi\CUM ROi\O IMPROVEMENT. CR0953
M.P 0.06 TO M.P. 0.41
PRELlMENi\RY ENGINEERING
T
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P
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OVERHEAD COST METHOD
o AClUAL COST
o AClUAL COST NOT
TO EXCEED
cI FIXED RATE 201. 2B
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FIXEOFEE $
15%
DBE PARTICIPATION !SiNO
DYES ~"
WBE PARTICIPATION !SiNO
" DYES ~"
" FEDERAL ID NO. 00 YOU REQUIRE A
OR 5.5. NO. 1099 FOR IRS? [2('NO
91-1481694 DYES
COMPlElION DATE MAXIMUM AMOUNT
PAYi\BLE
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D SPECIFIC RATES OF PAY
D NEGOTIATED HOURLY Ri\TE
D PROVISIONAL HOURLY RATE
D COST PER UNIT OF WORK
March 31, 1993 S ~,B74.90
THIS AGREEMENT, made and entered into this /& ~ day of F.e/:;r~!:I
~, between the County of JefferBon, Washington, herainaf~er called,~hG
and the above organization hereinafter called ~he .CONSULTANT".
,
"AGENCY. ,
WITNESSETH THAT:
WHEREAS, the AGENCY desires to accomplish the above referenced project, and
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WHEREAS, the AGENCY dODe not have sufficient etaff to meet the required commitment
and therefors deems it advisable and desirable to engage the aeoistance of a CONSULTANT
to provide the necessary services for the PROJECT/ a~d
WHEREAS, the CONSULTANT represents that he/shs ie in compliance with the Washington
state Statutes relating to professional registration, if applicable, and has signifisd
II willingness to furnish Consulting ssrvicss to the Agency, and
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WHEREAS, it is to the AGENCY's advantags to establish a noncompetitivs negotiated
CONSULTANT AGREEMENT with AES CONSULTANTS (AES) to provide preliminary engineering
serviess necessary for prsparation of final plans, spscification and othsr doeumenta
for County Road Project CR0953, Chimacum Road Improvsment, and other work ae described
below, and
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WHEREAS, AES has satisfactorily accomplished previously assignsd preliminary
engineering work, which included, eurvey control, centerline ..stabUehment, plan,
profile, croBs-aection, topogrAphy, right of way planB, in both a profonRional and
timely manner. It is in the AGENCY's and taxpayerD beat interset to Delect AEG for
thie'work. Their knowledge of tho exieting conditiona within the project location,
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s~plifies overall Lmplementation of design of the Lmprovement and can be accomplished
with both a minimum of effort and cost. The AGENCY has a good working relationship
with the local AES office, and maintaining this relationship is preferable over
building a new one and will enhance the overall management of the project. This
agreement for the use of AES, is the most direct, straightforward method to provide
completion of the proposed project
NOW THEREFORE, in consideration of the terms, conditions, covenants and performance
contained herein, or attached and incorporated and made a part hereof, the parties
hereto agree as follows.
I
GBHBRAL DESCRIPTION OF WORK
The work under this AGREEMENT shall consist of the above described work and servicss
as herein defined and necessary to accomplish the completed work for this PROJECT.
The CONSULTANT shall furnish all services, labor and related equipment necessary to
conduct and complete the work as designated elsewhere in this AGREEMENT.
II
SCOPE OF WOlUt
The Scope of Work and project level of effort for this project is detailed in Exhibit
"B" attached hereto, and by this reference made a part of this AGREEMENT.
III
GBHBRAL REQUIRBIIF.H'rS
All aspects of coordination of the work of this AGREEMENT, with outside agencies,
groups or individuals shall receive advance approval by the AGENCY. Neceslllary contacts
and meetings with agencies, groups or individuals shall be coordinated through the
AGENCY.
The CONSULTANT shall attend coordination, progress and presentation meetings with the
AGENCY or such Federal, Community, State, city or County Officials, groups or
individuals as may be requestsd by the Agency. The AGENCY will provids the CONSULTANT
sufficient notice prior to meetings requiring CONSULTANT participation. The minimum
number of hours or days notice required shall be agreed to between the AGENCY and the
CONSULTANT and shown in Exhibit "B" attached .hereto and made part of this AGREEMENT.
The CONSULTANT shall prepare a monthly progress report, in a form approved by the
AGENCY, that will outline in written and graphical form the various phasBD and the
order of performance Of the work in sufficient detail so that the progress of the work
can easily be evaluated. Goals for Disadvantaged Business Enterprises (DBE) and Women
OWned Business Enterprises (WBE) if required shall be shown in the heading of this
AGREEMENT.
The original copies of all reports, PS&E materials, and othar data, furniuhed to the
CONSULTANT by the AGENCY shall be returned. All designs, drawings, speoifioationu,
dooument., And other work products prepared by tho CONSULTANT prior to completion or
termination Of thin AGREEMENT arG instrument. of servioe for thin PROJECT end ore
property Of the AGENCY. Reuse by the AGENCY or by others aoting through or on behalf
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of the AGENCY of any such instruments of servico, not occurring as a part of this
project, shall be without liability or legal exposure to the Consultant.
IV
TIME POR SBGI_ING AHD COMPLETION
The CONSULTANT shall not begin any work under the terms of this AGREEMENT until
authorized in writing by the AGENCY. All work under this AGREEMENT shall be completed
by the date shown in the heading of this AGREEMENT under completion date.
The established' completion time shall not be extended because of any delays
attributable to the CONSULTANT, but may be extended by the AGENCY, in the event of a
delay attributable to the AGENCY, or because of unavoidable delays caused by an act
of GOD or governmental actions or other conditions beyond the control of the
CONSULTANT. A prior supplemental agreement issued by the AGENCY is required to extend
the established completion time.
V
PAYMBJIT
The CONSULTANT shall be paid by the AGENCY for completed work and serviceD rendered
under this AGREEMENT as provided in Exhibit "C" attached hereto, and by this refersnce
made part of this AGREEMENT. Such payment shall be full compensation for work
performed or services rendered and for all labor, materials, supplies, equipment, and
incidentals necessary to complete the work specified in Section II, "Scope of Work".
The CONSULTANT shall conform with all applicable portions of 48 CFR 31.
VI
SUBCONTRACTING
The AGENCY permits subcontracts for those items of work as shown in Exhibit G to this
Agreement.
compensation for this subconsultant work shall be based on the cost factors shown on
Exhibit G, attached hereto and by this reference made a part of this AGREEMENT.
The work of the subconsultant shall not excoed its maximum amount payable unless a
prior written approval has been issued by the AGENCY.
All reimbursable direct labor, overhead, direct non-salary costs and fixed f~e costs
for the subconsultant shall be substantiated in the same manner as outlined in Section
V. All eubcontracts exceeding $10,000 in cost shall contain all applicable provieionD
of this AGREEMENT.
The CONSULTANT shall not subcontract for the performance of any work under this
AGREEMENT without prior written parmieaion of the AGENCY. No pel."miasion for
subcontracting shall create, between the AGENCY and subcontractor, any contract or any
other relationship.
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VII
EllPLOYMENT
The CONSULTANT warrants that he/she has not employed or retained any company or person,
other than a bona fide employee working solely for the CONSULTANT, to solicit or secure
this contract, and that it has not paid or agreed to pay any company or person, other
than a bona fide employee working solely for the CONSULTANT, any fee, commission,
percentage, brokerage fee, gift, or any other consideration, contingent upon or
resulting from the award or making of this contract. For breach or violation of this
warrant, the AGENCY shall have the right to annul this AGREEMENT without liability,
or in its discretion, to deduct from the AGREEMENT price or consideration or otherwise
recover the full amount of such fee, commission, percentage, brokerage fee, gift, or
contingent fee.
Any and all employees of the CONSULTANT or other persons while engaged in the
performance of any work or services required of the CONSULTANT under this AGREEMENT,
shall be considered employees of the CONSULTANT only and not of the AGENCY, and any
and all claims that mayor might arise under any workmen's compensation Act on behalf
of said employees or other persons while so engaged, and any and all claims made by
a third party as a consequence of any act or omission on the part of the CONSULTANT's
employees or other persons while sO engaged on any of the work or services provided
to be rendered herein, shall be the sole obligation and responsibility of the
CONSULTANT.
Ths CONSULTANT shall not engage, on a full or part time basis, or other basis, during
the period of the contract, any professional or technical personnel who are, or have
been, at any time during the period of the contract, in the employ of the United States
Department of Transportation, the STATE, or the AGENCY, except regularly retired
employees, without written consent of the public employer of such person.
VIII
NONDISCRIMINATION
The CONSULTANT agrees not to discriminate againet any client, employee or applicant
for employment or for services because of race, creed, color, national origin, marital
status, sex, age or hanelicap except for a bona fiele occupational qualification with
regarel to, but not limited to the following. employment upgrading, demotion or
transfer, recruitment or any recruitment advertising, a layoff or terminations, rates
of payor other forms of compensation, selection for training, rendition of services.
The CONSULTANT undsrstands and agree" that if it violates this provision, this
AGREEMENT may be terminated by the AGENCY and further that the CONSULTANT shall be
barred from performing any services for the AGENCY now or in the future unless a
showing is made satisfactory to the AGENCY that discriminatory practices have
terminated and that rocurrence of such action is unlikely.
During the performance of this agreement, the Consultant, for itself, it8 assignses
and succossors in interest agrees as fol10W8'
A. COIlPLIANCE WITH REGULATIONS. The CONSULTANT shall comply with the Regulations
relative to nondiscrimination in the same manner as in Federally-assisted
programo of the Department of Transportation, Title 49, Code of Federal
Regulations, Part 21, as they may be amended from time to time, (hereinafter
rsferred to aD the Regulations), which are herein incorporated by reference
and made a part of this AGREEMENT.
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B.
NONDISCRIMINATION: The CONSULTANT, with regard to the work performed by it
during the AGREEMENT, shall not discriminate on the grounds of race, creed
color, sex, age, marital status, natural origin or handicap except for a bona
fide occupational qualification in the selection and retention of
subconsultants, including procurements of materials and leases of equipment_
The CONSULTANT shall not participate either directly or indirectly in the
discrimination prohibited by section 21.5 of the Regulations, including
employment practices when the contract covers a program set forth in Appendix
II of the Regulations.
C.
SOLICITATIONS FOR SUBCONSULTANTS, INCLUDING PROCUREMENTS OF MATERIALS AND
EQUIPMENT: In all solicitations either by competitive bidding or negotiation
made by the CONSULTANT for work to be performed under a subcontract, including
procurements of materials or leases of equipment, each potential subconsultant
or supplier shall be notified by the CONSULTANT of the CONSULTANT'S
obligations under this AGREEMENT and the Regulations relative to
nondiscrimination on the grounds of race, creed, color, sex, age, marital
status, national origin and handicap.
D.
INFORMATION AND REPORTS: The CONSULTANT shall provide all information and
reports required by the Regulations, or directives iseued pursuant thereto,
and shall permit access to its books, rscords, accounts, other sources of
information, and its facilities as may be determined by the AGENCY to be
pertinent to ascertain compliance with such Regulations or directives. Where
any information required of the CONSULTANT is in the exclusive possession of
another who faile or refusos to furnish this information the CONSULTP~T shall
so certify to the AGENCY, or the United States Department of Transportation
as appropriate, and shall set forth what efforts it has made to obtain the
information.
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E. SANCTIONS FOR NONCOMPLIANCE. In the event of the CONSULTANT's noncompliance
with the nondiscrimination provisions of this AGREEMENT, the AGENCY shall
impose such sanctions as it or the Federal Highway Administration may
determine to be appropriate, including, but not limited to.
1. Withholding of payments to the CONSULTANT under the AGREEMENT until the
CONSULTANT complies, and/or
2.
Cancellation, termination or suepension of the AGREEMENT, in whole or
in part.
i.
F.
INCORPORATION OF PROVISIONS. The CONSULTANT shall include the provisions of
paragraphs (A) through (0) in every subcontraot, inoluding procurements of
materials and leasss of equipment, unless exempt by the Regulations or
direotives issued pursuant thereto. The CONSULTANT shall take suoh aotion
with respect to any suboonsultant or proourement as the AGENCY or the Federal
Highway Administration may direct as a means of enforoing suoh provisions
inoluding s'~notions forllonoomplianoe, providsd, however, that, in the event
a CONSULTANT beoomes involved in, or is threatened with, litigation with a
subconDultant or supplier as a result of suoh direotion, the CONSULTANT may
request the AGENCY to enter into suoh litigation to proteot the intorouts of
the AGENCY, and in addition, the CONSULTANT may request the United States to
enter into euoh litigation to protoct the intorests of the United Staten.
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G. UNFAIR EMPLOYMENT PRACTICES: The CONSULTANT shall comply with ROW 49.60.180
prohibiting unfair employment practices and the Executive Orders numbered
E.o.70-01 and E.0.66-03 of the Governor of the State of Washington.
IX
TBRMINA'rZON OF AGREEIIBNT
The right is reserved by the AGENCY to terminate this AGREEMENT at any time upon ten
days written notice to the CONSULTANT.
In the event this AGREEMENT is terminated by the AGENCY other than for fault on the
part of the CONSULTANT, a final payment shall be made to the CONSULTANT as shown in
Exhibit F for the type of AGREEMENT used.
No payment shall be made for any work completed after ten days following receipt by
the CONSULTANT of the Notice to Terminate. If the accumulated payment made to the
CONSULTANT prior to Notice of Termination exceede the total amount that would be due
computed as set forth herein above, then no final payment shall be dUEl and the
CONSULTANT shall immediately reimburse the AGENCY for any excess paid.
In the event the services of the CONSULTANT are terminated by the AGENCY for fault on
the part of the CONSULTANT, the above formula for payment shall not apply. In such
,an event, the amount to be paid shall be determined by the AGENCY with consideration
given to the actual coste incurred by the CONSULTANT in performing the worlt to the date
of termination, the amount of work originally required which was satisfactorily
completed to date of termination, whether that work is in a form or a type which is
usable to the AGENCY at the time of tsrminationl the cost to the AGENCY of employing
another firm to complete the work required and the time which maybe required to do so,
and other factors which affect the value to the AGENCY of the work performed at the
time of termination. Under no circumstances shall payment made under this subsec'tion
exceed the amount which would have been made using the formula set forth in the
previous paragraph.
If it is determined for any reason that the CONSULTANT was not in default or that the
CONSULTAN'r's failure to perform is without it or it's smployee's fault or negligence,
the termination shall be deemed to be a termination for the convenience of the AGENCY
in accordance with the provision of this AGREEMENT.
In the event of the death of any member, partnsr or officsr of ths CONSULTANT or any
of its supervisory personnel assigned to the project, or, dissolution of the
partnership, termination othsr corporation, or diaaffiliation of the principally
involvsd employee, the surviving members of the CONSULTANT hereby agree to ccmplets
the work under the terms of this AGREEMENT, if requested to do so by the AGENCY. The
subsection shall not be a bar to rensgotiation of the AGREEMENT between the surviving
members of the CONSULTANT and the AGENCY, if tho AGENCY so chooses.
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In the event of tho death of any of the parties listed in the previou~ paragraph,
should the surviving members of the CONSULTAllT, with the AGENCY's concurrence, desire
to terminate thie AGREEMENT, payment shall be mado aa aet forth in t~e eecond paragraph
of this aection.
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Payment for any part of the work by the AGENCY shall not conatitute a waivor by tho
AGENCY of any remedies of any type it may hav.against the CONSULTANT for any breach
of this AGREEMENT by the CONSULTANT, or for failure of the CONSULTANT to perform work
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required of it by the AGENCY. Forbearance of any rights under the AGREEMENT will not
constitute waiver of entitlement to exercise those rights with respect to any future
act or omission by the CONSULTANT.
X
CBAHGES Oil" WORK
The CONSULTANT shall make such changes and revisions in the complete work of this
AGREEMENT as necessary to correct errors appearing therein, when required to do so by
the AGENCY, without additional compensation thereof. Should the AGENCY find it
desirable for its own purposes to have previously satisfactorily completed work or
parts thereof changed or revised, the CONSULTANT shall make such revisions as directed
by the AGENCY. This work shall bs considered as Extra Work and will be paid for as
herein provided under Section XIV.
XI
DISP'lI'.rES
Any dispute concerning questions of fact in connection with the work not disposed of
by AGREEMENT between the CONSULTANT and the AGENCY shall be referred for determination
to the Director of Public Works or AGENCY Engineer, whose decision in the matter shall
be final And binding on the parties of this AGREEMENT, provided however, that if an
action is brought challenqinq the Diroctor of Public Works or AGENCY Engineer'S
decision, that decision shall be subject to ~ judicial review.
XII
VENUE, APPLICABLB LAW AND PERSONAL JURISDICTION
In the event that either party deems it necessary to institute legal action or
proceedings to enforce any riqht or obligation under this AGREEMENT, the parties hereto
agree that any such action shall be initiated in the Superior Court of the State of
Washington, situated in the county the AGENCY ie located in. The parties hereto aqree
that all questions shall be reeolved by application of Washinqton law and that the
parties to such action shall have the right of appeal from such decisions of the
superior. Court in accordance with the laws of tho State of Washington. The CONSULTANT
hereby consents to the personal jurisdiction of the Superior Court of tho State of
Washington, situated in the county the AGENCY is located in.
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XIII
LIIIGAL R1!:Lll.TIONS AND INllURANCB
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The CONSULTANT shall comply with all Federal, State, and looal law~ and ordinance~
applicabl.. to the work to be done Ilndelt" thill AGREEMENT. This AGREEMENT shall be
interpreted and con.trued in accord with the laws of Washington.
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The CONSULTANT shall indemnify and hold the AGENCY and the STATE, and their officers
and employees harmle.. from and shall process and defend at its own oxpenae, all
claims, demands, or suLts at law or equ,lty arhino in whole or ill part from the
CONSULTANT's negligence Qr breach of any of its obligation a under thi8 AGREEMENT I
provided that nothing hnrein shall require a CONSULTANT to indemnify the AGENCY and
the STATE against and hold harml,08s the AGENCY and the State from claims, demands or
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suits based solely upon the conduct of the AGENCY and the STATE, their agents, officers
and employees and provided further that if the claims or suits are caused by or reBult
from the concurrent negligence of (a) the CONSULTANT's agents or employees and (b) the
AGENCY and the state, their agents, officers and employees, this indemnity provision
with respect to (1) claims or suits based upon such negligence, (2) the costs to the
AGENCY and the STATE of defending such claims and suits, etc. shall be valid and
enforceable only to the extent of the CONSULTANT's negligence or the negligence of the
CONSULTANT's agents or employees.
The CONSULTANT's relation to the AGENCY shall be at all times as an independent
contractor.
The CONSULTANT shall obtain and keep in forcs during the terms of the AGREEMENT, or
as otherwise required, the following insurance with companies or through sources
approved by the State Insurance commissioner pursuant to RCW 48.
Iasuraace coverage
A. Worker's compensation and employer's liability insurance as required by the
STATE.
B. Regular public liability and property damage insurance in an amount not less
than a single limit of one million and 00/100 Dollars ($1,000,000.00) for
bodily injury, including death and property damage per occurrence.
Excepting the professional liability insurance the AGENCY will be namsd on all
certificates of insurance as an additional insured. The certificates of insurance
shall cover the work specified in or performed under this AGREEMENT.
The AGENCY will pay no progress payments under section V until the CONSULTANT has fully
complied with this section. This remedy is not IDxclusive/ and the AGENCY ar.d the STATE
may take such other action as is available to them under other provisions of this
AGREEMENT, or otherwise in law.
The CONSULTANT'S professional liability shall be limited to the amount payable under
this AGREEMENT or one million dollars, whichever is the lesser.
All insurance phall be obtained from an insurance company authorized to do business
in the State of Washington. The CONSULTANT ahall submit a cortificate of insurance
as outlined above within 14 days of the execution of this AGREEMENT to the ,AGENCY.
No cancellation of the foregoing policies shall be effective ,~ithout thirty (30) days
prior notice to the AGENCY.
XIV
BX!rRA WORK
A.
The AGENCY may at any time, by written order, make changes within the general
scope of the AGREEMENT in the services to be performed.
If any such changs causos an increase or decrease in the estimated cost of,
or the time required for, performance of any part of the work under this
AGREE.tENT, whether or not changed by the order, or otherwille affeotll any other
terme And conditions of the AGREEMENT, the AGENCY shall make an equitable
adjustment in the (1) maximum amount payable/ (2) delivery ,or completion
schedule, or both/ and (3) other affected terms and shall modify the AGREEMENT
accordingly.
B.
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C. The CONSULTANT must submit any "proposal for adjustment" (hereafter referred
to as proposal) under this clause within 30 days from the date of receipt of
the written order. However, if the AGENCY decides that the facts justify it,
the AGENCY may receive and act upon a proposal submitted before final payment
of the AGREEMENT.
D. Failure to agree to any adjustment shall be a dispute under the Disputes
clause. However nothing in this clause shall excuse the CONSULTANT from
proceeding with the AGREEMENT as changed.
E. Notwithstanding the terms and condition of paragraphs (a) and (b) above, the
maximum amount payable for this AGREEMENT, shall not be increased or
considered to be increased except by specific written supplement to this
AGREEMENT.
xv
ENDORSEMEllT OF Pt.AHS
The CONSULTANT shall place his endorsement on all plans, estimates or any other
engineering data furnished by him.
:lVI
FEDERAL AHD STATE REVIEW
The Federal Highway Administration and the Washington State Department of
Transportation shall have the right to participate in the review or examination of the
work in progress.
:lVII
CERTIFICATION OF TIII!l CONSULTAHT AHD TIlE AGENCY
Attached hereto as Exhibit "A-l", are the Certifications of the Consultant and the
Agency, Exhibit "A-2" Certification regarding debarment, suspension and other
responsibility matteru - primary covered transactions, Exhibit "A-3" Certification
regarding the reatrictions of the use of Federal funds for lobbying, and Exhibit "A-
4" Certificate of Current Cost or Pricing Data. Exhibits "A-3" and "A-4" are required
in Agreements over $100,000.
XVI II
COMPLETE AGREEMENT
Thill document and referenced attachments contains all covenants, IItipulationll and
provisions agreed upon by the parties, No agent, or repre~entative of either party
has authority to make, and the partios shall not bs bound by or be liable for, any
statement, representation, promise or agreement not set forth herein. No changes,
Mnendmentu, or modifications of the termu hereof shall be valid unlsss rpducod to
writing and signsd by the parties as an amendment to thill AGREEMENT.
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XIX
BXB~IO. AHD ACCBPTAJlCB
This AGREEMENT may be simultaneously executed in several counterparts, each of which
shall be deemed to be an original having identical legal effect. The CONSULTANT does
hereby ratify and adopt all statements, representations, warranties, covenants, and
agreements contained in the proposal, and the supporting materials submitted by the
CONSULTANT, and does hereby accept the AGREEMENT and agrees to all of the terms and
conditions thereof.
In witness whereof, the parties
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Consultant.
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Approved as to form.
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Prosecuting Attorney
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BXHIBIT A-l
CBRTIPlCATIOIf OP COIfSULTAIfT
Project No. CR0953
Fed Aid No. RS.0161tOOZ)
CCUlty Jefferson
I hereby certify th.t I am S~ IE. rHIM.a.r
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IInd that r.atther J nor the above firm J hdre represent hus:
(e) Eft1)loyed or retafnsd for a CCftlllfssion, percentage, brokerage, contingent fee or other consideration, any firm Dr
person (other than a bona fide employee working solely for me or the above CONSULTANT) to solicit or secure this
contract.
and duly authorized representative of the firm of _
whose address is 31-/7;1 /tJw "_0 l.u-eI J
tb) Agreed, .s .n .xpress or I""lIed condition far obt.lnlng this contr.ct, to """lay or r.toin the o.rvtce. of sny firm
or person in cOI'YWCtfon with carrying out the contract.
(e) Paid, or agreed to pay, to any firm, organization or person (other than 8 bona fide eqJloyee working Bolely for me
or the .bove CONSULTANT) .ny fee, contribution. don.tlon or conslder.tlon of sny kind far. or In connection with
procurine or carrying out the contrllct; except as here expressly 8tated (if any):
t further certify th.t the firm I hereby repreoent Is .uthorlzed to do buslnes. In the State of ~..hlngton .nd that the
firm I. In full c"",,IIsnca with the roqulr...."U of the Board of Profe.alonal Roglstr.tlon.
t acknowledge th.t this certlflc.t. I. to be .vall.ble to the State Oepartment of Trsnaport.tlon .nd the Foderal HIghw.y
A<inlnl.tr.tlon. U.S. Oeportment of Tr.nsportation, in camactlon with thl. contr.ct Involving participation of Feder.l
.Id funds .nd I. subject to .ppllc.bl St.t snd f r.l I.ws. both criminal snd civil.
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CER~IFlCATIOIf OF AGENCY OFFICIAL
I h.reby c.rtlfy th.t I am the AGENCY Offlcl.1 of the County of Jefferson ~.shlngton and thst the sbov. co"sultlng
ftrm or his represent.tlve hss not be.n required. directly or Indlrectly...n ..press or I""lIed condition In connoctlon
with obt.tnlng 01' c.rrylng aut thl. contr.ct to,
C.) E."loy or r.t.ln, or .gre. to """lay or r.taln. .ny firm or parson. or
Cb) P.y or agr.. to pay to .ny firm. porion or orgsnlzatlon. .ny f.e, contribution, donation or consideration of any
kind, except .s her. .xpressly .tated Clf .ny).
t .cknowledge thst thts certlflc.t. ts to b. .v.ll.bl. to the Foder.l Hlghwsy A<inlnlstrstlan. U.S. Oepartment of
Tr.nsportatlon. tn cDMOctlon wtth thl. contr.ct Involvtng participation of Fed.r.l .Id hlghwsy fll'lCfa .nd Is subject
to .ppllc.bl. Stat. .nd Foder.1 I..... both crtmtnal and civil.
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~n'J:CATJ:OK RBGAJU)J:KG DJIBAIUtEHT, SUSPEKSJ:OK, AKD OTBBR
RBSPOIiSJ:BJ:LJ:TY ~ - PRJ:IlARY COV1lRED TIUlHSACTJ:OKS
1. The prospective primary participant certifies to the best of its knowledge and
belief, that it and its principals.
(a) Are not presently debarred, suspended, proposed for d..barment, declared
ineligible, or voluntarily excluded from covered transactions by any federal
department or agencY1
(b) Have not within a three-year period preceding this proposal been convicted
of or had a civil judgment rendered against them for commiBsion or fraud or
a criminal offense in connection with obtaining, attempting to obtain, or
performing a public (federal, s'tate, or local) transaction or contract under
a public transaction1 violation of federal or state antitrust statues or
commission of embezzlement, theft, forgery, bribery, falsification or
destruction of records, making false statements, or receiving stolen propertY1
(c) Are not presently indicted for or otherwise criminally or civilly charged by
a governmental entity (federal, state, or local) with commission of any of
the offenses enumerated in paragraph 1.b. of this certification1 and
(d) Have not within a three-year period preceding this application/proposal had
one or more public transactions (federal, stato, or local) terminated for
cause or default.
2. Where the prospective primary participant is unable to certify to any of the
statements in this certification, such prospective participant shall attach an
explanation to this proposal.
Consultant (Firm):
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(Date)
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President or Authorized Official
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CBR~I"ICATIOIf REGARDING ~ RESTRICTIONS
OF ~ usr; OF FEDlUtlU. FUNDS FOR LOBBYING
~he prospective primary participant certifies, by signing and submitting this bid or
proposal, to the best of his or~er knowledge and belief, that:
1. No federal appropriated funds have been paid or will be paid, by or on behalf of
the undersigned, to any person influencing or attempting to influence an officer
or employee of any federal agency, a member of Congress, an officer or employee of
Congress, or an employee of a member of Congress in connection with the awarding
of any federal contract, the making of any federal grant, the nlaking of any federal
loan, the entering into of any cooperative agreement, and the extension,
continuation, renewal, amendment, or modification of any fed~ral contract, grant,
loan, or cooperative agreement.
2. If any funds other than federal appropriated funds have been paid or will be paid
to any person for influencing or attempting to influence an officer or employee of
any federal agency, a member of Congress, an officer or employee of Congress, or
an employee of a member of Congress in connection with this federal contract, grant,
loan, or cooperative agreement, the undersigned shall complste and submit Standard
Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.
This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is
a prerequisite for making or entering into this transaction imposed by Section 1352,
Title 31, U.S. Code. Any person who fails to file the required certification shall
be subject to a civil penalty of not less than $10,000 and not more than $100,000 for
each euch failure.
The prospective participant aleo agrees by submitting his or her bid proposal that he
or she ehall require that the language of this certification be in61uded in all lower
tier subcontracts which exceed $100,000 and that all such subrecipientB ehall certify
and disclose accordingly.
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Consultant (Firm).
A ES" ' ClJAJJ(j t TA-AI r J
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Official of Consultant
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This ill to certify that, to the beet of my knowledge and belief, the cost or pricing
data (8S defined in section 15.801 of the Federal Acquisition Regulation (FAR) and
requirGd under FAR subsection 15.804-2) submitted, either actually or by specific
identLficationin writing, to the contra~i~~officer or to the contracting officer's
representative in support of eRO" 5;# . " are accurate, complete,
and current as of Z-9.:?:> "". This certification includ.... the cost of
pricing data supporting any advance agreements and forward pricing rate agreements
between the offeror and the Government that are part of the proposal.
Date of execution"""
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" Identify the proposal, quotation, request for price adjustment, or other submission
involved, giving the appropriate identifying number (e.g., RFPNo.).
*" Insert the day, month, and year when price negotiations were concluded and price
agreement waD reached.
""" Insert the day, month,' and year-of, signing, which should be ,all closo as practicable
to the date whentheprico negotiations were concluded and the contractpr.ice waD
agr.ed to.
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SCOPB OF "ORlt
Chimacum Road Imnrovement.
proiect No. CR09S3. Fed. Aid No. RS-0161-I0021
OBJECTIVB .
The objective of the proposed work is to provide Surveying and Enginesring services
necessary for completion of addi'tional engineering work due to design
additions/revisions to Hadlock Road Improvement.
SCOPE OF WORlt.
It is necessary to relocate Old Hadlock Road intersection southerly opposite Lawn
Street, together with extending project limits to Sta. 21+50 to incorporate 2-way left
tllrn cO.lfigurations, and gathering data for additional miscellaneous unanticipated work
items requirod and contributing to completion of the project.
The CONSULTANT shall be required to establish the position of pointe required for the
ultimato location of highways encompassed by limi'ts of the providod design. The
CONSULTAN~, with assistance form the AGENCY, determine final location of centorlines
and will be required to stake centerlinos, profile, cross section, and locate all
improvAments. All horizontal survey work shall be relative to Washington State Plane
Coordinate System and correlate with previous work completed under contract dated July
1, 1991 and supplemented September 16, 1991. The field survey and mapping required
shall include sufficient documentation and referencing to permit re-eetablishment of
all necessary points to the satisfaction of the AGENCY.
~he CONSULTANT will be required to request an undorground locate and coordinate with
utilities performance to provide sub-surface data to the AGENCY to determine locations
of underground utilities.
Th~ Consultant will provide an inventory of roadway signs to identify roadway signs
type, sign location, sign size, post material and post size.
The CONSULTANT will develop existing condition plans from field mapping, complete
enough to permit development of final plans by the AGENCY. Existing condition plans
will be required to establish the horizontal and vertical elements of the roadways and
data on such matters aD alignments, prOfiles, and related matters ao topographical
details, bono:lh marlcs, above ground and underground utilities, cross sections, etc, and
bo transferred to the AGENCIES engineering computer.
~ASIt 1
CONTROL SURVBY
The CONSULTl\N~ shall stake project centl'lrlineo with P.K. nails or hubs. All conterline
control points shall be roforenced for futuro use and shall bo of a permanent material.
All conterline atation pointa shall be let on 50 foot intervals will P.I.'s referencod
to allow accurat. resotting.
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Copies of centerline staking notes, together with plot of centerline included on
existing condition plan, will be furnished to the AGENCY upon request.
Control survey work limits are as follows;
Staking centerline tangent Sta. C20+50 to C22+00. (existing centerline)
(lSO' )
Staking centerline tangent Sta. 80+00 to 80+98.61 (proposed centerline)
(100' )
staking centerline tangent Sta. 82+00 to 86+00 (existing centerline)
(400')
~ASIC 2
PROFILE
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The project road segments shall be profiled on centerline, taken at 50 foot intervals
or as necessary to encompass the work involved. Vertical control shall be relative
to Mean Sea Level with third order or better accuracy. Bench marks shall be used and
correlated with previous work completed. Profiles of existing storm sewer systems
shall also relate to pr.ior work completed.
Copies of profile staking notes, together with plot of centerline profile included with
existing condition plan, will be furnished to the AGENCY upon request.
profile Work Limits are as follows;
Profile centerline tangent Sta. C20+50 to C22+00.
(lSO')
(100" )
Profile centerline tangent Sta. 80+00 to 80+98.61
Profile centerline tangent Sta. 82+00 to H6+00
(400' )
Profile existing ground between sta. 60+33, 80.7' Lt.,
to existing 48" square catchbasin Sta.60+91.64,
148.9' It. (Oak Bay Road)
( 90')
Profile existing between sta. 60+78.06, 161.6' Lt.,
to existing 48" square catchbasin sta. 60i'91.64,
148,9' Lt. (Oak Bay Road)
( 20')
Provide top catch basin (lid) elevation Sta. 60+33 (80.7' Lt.)
and top catch baein (lid) elevation 48" square catchbasin.'
TASK 3
CROSS SB~IONS
The project road segments shall be cross sectioned on centerlino, taken at 50 foot
intervals Or as necesaary to encompass the work inVOlved, and shall extond 50 feot each
side of centerline. Cro.s sections ahall have a horizontal accuraoy of plus or minu.
0.1 foot.
Cross Seotion work limits are a. follows,
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Cross Section Sta. C20+50 to C22+00. (existing centerline)
(150')
(100' )
Cross section Sta. HO+OO to HO+98.61 (proposed centerline)
Cross Section Sta. H2+50 to H6+00 (existing centerline)
(400' )
Cross section data plote ehall be generated by means of electronic data processing
equipment. A plot of original crose sections, will be furnished to the AGENCY upon
request.
'rAlllt 4
'rOPOORAPBY
Improvements shall be located along the project road segments a distance of 50 feet
on each side ot centerline, or as necessary to provide a clear and accurate inventory
to insure sufficient documentation and identity of items possibly impacted by project
construction activities. Improvements to be located include, but are not limited to;
the road, drainage facilities, utilities (overhead mnd underground), driveways, fences,
mailboxes, signs (commercial and roadway) etc. Provide size, type, grade, etc., of
all improvements where applicable.
Topographical work limits are as follows;
Sta. C20+50 to C22+00. (exioting centerline)
(150' )
sta. HO+OO to HO+98.61 (proposed centerline)
(100' )
sta. H2+00 to H6+00 (existing centerline)
(400' )
Identify curbs, ornamental shrubs, (trees), sign posts, dimension of sign, and
landscaping limits @ eye doctors office, approximate Sta C9+00 Rt.~
Identify sign location and size; limits of landscaping in front of entrance door
Hadlock Houee restaurant, approximate Sta. C6+00 Lt.
Topography of improvements are to be incorporated into the plot of control work to be
completed, included on the existing condition plan, and furnished to the AGENCY upon
request.
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NIBCIILLIUIII:OUS
a. The CONSULTANT shall call for underground locate for impacted centerline tangents
before initiating work.
b. The CONSULTANT 8hall coordinate with the City of Port Townsend to conduct waterline
depth measurements (pot holing), based on f.ield observation made by the conaultant
team. Tho field investigation shall be in such detail .s necessary to provide a
clear and accurate measurement ot water line dopth'o and .ize. at the following
location.,
Sta. C3+75 Lt.
Sta. C5+00 Lt.
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c. Provide di.mensions of utility vaults Sta. C4+37 Rt.
d. Flow flowline (lid) elevation catchbasin 3+75 Rt.
e. Inventory existing roadway signs, providing sign type (description), sign location
(Sta. No. Lt. or Rt.), sign eize (x and y), post material, post size, within limits
of total project as followsr
Sta. C2+00 to Sta. C22+00 Chimacum Road
Sta. HO+OO to Sta. H6+00 Old Hadlock Road
sta. LO+OO to Sta. L2+00 Lawn Street
Sta. BO+OO to Sta. B2+00 Blanche Ave.
Sta. MO+OO to Sta. M2+00 Morriesey Ave.
Sta. 00+00 to sta. 02+00 Church Lane
!rA31t 6
EXI3!rIIlfG CONDITION PLlUf
Existing condition plans shall be prepared by the CONSULTANT with such provision and
in such detail as to permit convenient layout in the field for construction and other
purposes within a degree of accuracy acceptable to the AGENCY. The plans shall be in
such detail as to permit the AGENCY to develop final designs and Construction plans
for contract work to be performed during construction of the project, The scalee to
be used, lettering and goneral delineation of existing condition plans, shall agree
with standards and conventions used for preparation of previoue plans prepared for the
AGENCY by the CONSULTANT. The Standard symbols and conventions used are as shown in
the Washington State Department of Transportation Plans Preparation Manual.
Plans shall show all the existing physical features, surface and subsurface fncilities,
as determined by field survey. .
These plans shall be ,generated electronically using AUTOCAD, version 10.0. The
CONSULTANTS AUTOCAD data must have compatibility and capability of being transferred
to the AGENCY's engineering computer for data transfer. The CONSULTANT shall provide
e1octronic media necessary for transferring drawing to the AGENCY, on request, using
AUTOCAD, Version 10.0, on DOS oompatible, 3.5" high density, double sided diekottes.
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Points observed or establiehed in the field will bo digitally computed and compiled
in ASCII format by Point Number, X, Y, Z and descriptor values and transferred to the
AGENCY computer. Prior to final delivery all digitel information will undergo a
complete digital-edit to aseure cartographic completensse.
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DOCUNBNTS TO DB PURNI8UBD BY THB CONSUL!rANT
The following documents, exhibits or other presentations for the work covored by this
AGREEHBNT shall be furnishsd by the CONSULTANT to the AGENCY upon completion of ths
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work. All such material shall become and remain the property of the AGENCY and may
be used by it without restriction. Such unrestricted use not occurring as a part of
this project, shall be without liability or legal exposurs to the CONSULTANT.
1. Ons (1) reproducible copy, on Velum, of the completed existing condition
drawings prepared from the work performed under this AGREEMENT. The
OOn=u1tant shall provide electronic media necessary to transfer drawings to
the AGENCY, on request, using AUTOCAD, on dos compatible, 3.5" high density,
double sided diskettes.
2. One sh.etof all sheets comprising of work pertaining to the assembly of the
.etofexisting condition plans for each project on permanent scale stable
reproducible., together with one (1) copy of all reports, drawings, etc.,
appertaining thereto, plus an equal number of revised copies. if revisions
are nec<8ssary.
3. One (1) copy of sign inventory.
4. One (1) copy of 'all survey notes taken by the CONSULTANT.
5. One (1) reproducible Velum copy of the plot of original cross sections taken.
6. The CONSUL':rANT shal,l facilitate trans for of points observed or established
ill the field. Digitally computed and compiled field data shall be provided
to the AGENCY in ASCII format, by Point number, x, y, z and descriptor values.
Th. Conllultant. shall provide the digital data baBe to the engineering
computer on magnetic media using DOS compatible, 3.5" high density, double
.i1ed diskettes.
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PAYMBIIT
(COS~ PLUS FXXED FEE)
The CONSULTANT shall be paid by the AGENCY for completed work and services rendered
under this AGREEMENT as provided hereinafter. Such payment shall be full compensation
for all work performed or services rendered and for all labor, materials, equipment,
and incidentals necessary to complete the work specified in Section XI, "Scope of
Work." The CONSULTANT shall conform with the applicable portion of 48 CFR 31.
A. Actual COata
Payment for all consulting services for this project shall be on the basis of the
CONSULTANT's actual cost plus a fixed fee. The actual cost shall include direct
salary cost, overhead, and direct nonsalary cost.
1. Direct Salary Costs
The direct salary cost is the direct salary paid to principals, professional,
technical, and clerical personnel for the time they are productively engaged
in work necsssary to fulfill the terms of this AGREEMENT.
2. Overhead Costs
ovsrhead costs are those costs other than direct costs which are included as
such on the books of the CONSULTANT in the normal everyday keeping of its
books. Progress payments shall be made at the rate shown in the heading of
this AGREEMENT, under "Overhesd Progress Payment Rate." Total overhead
payment shall be based on the method shown in the heading of the AGREEMENT.
The three options are explained as follows.
a. Actual Cost. If this method is indicated in the heading of the
AGREEMENT, the AGENCY agreos to reir.~urse the CONSULTANT the actual
overhsad costs verified by audit, up to the maximum amount payable,
authorizsd under this AGREEMENT, when accumulated with all other actual
costs.
b.
Actual Cost Not To Exceed Maximum Percent. If this method is indicated
in the heading of this AGREEMENT, the AGENCY agrees to reimburse the
CONSULTANT at the actual overhead rate verified by audit up to the
maximum percentage shown in tho space provided. Pinal overhsad payment
when accumulated with all other actual coste shall not exceed the total
maximum amount payable .hown in the heading of this AGREEMENT.
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AGREEMENT, the AGENCY agree. to reimbur.e ~he CONSULTANT for overhead
at the percentage rate shown. Thi. rate shall not change during the
life of the AGREEMENT.
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A summary of the CONSULTANT's cost oatimate and the overhead computation are
attached hereto as Exhibit'e D and E and by this reference made part of thie
AGJUl:EMENT. When an actual coat overhead rate or actual cODt not to eICc'Jed
overhead rate ie'used, the ectual oVDrhoad rate determined at the end Of each
fiscal year .hall be u.ed for the computation Of progre.. paymente during the
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following year and for retroactively adjusting the previous ysar's overhead
cost to reflect the actual rate.
The CONSULTANT ahall advise the AGENCY as soon as possible of the actual
overhead rate for each fiElcal year and of the actual rate incurred to the date
of completion of the work. The AGENCY, STATE, and/or the federal government
may perform an audit of the CONSULTANT's books and recorda at any time during
regular business hours to determine the actual overhead rate, if they so
desire.
3.
Direct Nonsalary Costs
Direct nonoalary coats will be reimbursed at the actual cost to the CONSULTANT
applicable to this contract. These charges may include, but are not limited
to the following items: travel, printing, long distance telephone, suppliee,
computer charges, and fees of subconsultants. Air or train travel will only
be reimbursed to economy class levels unless otherwise approved by the AGENCY.
Automobile mileage for travel will be reimbursed at the current rate approved
for AGENCY employees and shall be supported by the date and time of each trip.
Subsistence and lodging expenses will be reimbursed at the same rate as for
AGENCY employees. The billing for nonsalary cost, directly iden'tifiable with
the Project, shall be an itemized listing of the charges supported by original
bills or lsgible copies of invoices, expense acco\mts, and miscellansous
supporting data retained by the CONSULTANT. Copies of the original supporting
documents shall be provided to the AGENCY upon request. All of the above
charges must be necessary for the services to be provided under this
AGREEMENT.
4. Fixed Fee
The fixed fee, which represents the CONSULTANT's profit, is shcwn in the
heading of this AGREEMENT under Fixed Fee. This fee is based on the scope
of work defined in this AGREEMENT and the estimated man-mcnths required to
perform the stated scope of work. In the event a supplemental agreement is
entered into for additional work by the CONSULTANT, the supplemental agreement
may includs provision for the added cost_ and an appropriate additional fee.
The fixed fee will b.. proratsd and paid monthly in proportion to ths
percentage of work completed by the CONSULTANT and reported in the monthly
progress rsports accompanying the invcices.
.
Any portion of the fixed fee earned but not previously paid in the progress
paymonts will be covered in the final payment, subject to the provisions of
section IX, Termination of Agreement.
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The maximum total amount payable, by the AGENCY to the CONSULTANT under thiD
AGREEMENT, Dhall not exceed the amount shown in the heading of thia AGREEMENT
aD maximum amount payable, which includes the Fixed Fee, unless a aupplemental
agrooment h&a been negotiated and executed by the AGENCY prior to incurring
any coat. in excea. of the maximum amount p"yable,
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If. the AGENCY desires the CONSULTANT to perform additional work beyond that
aiready definQd in this AGREEMENT, the AGENCY may authorize additional funds
tor thi; purpose. Such authorization(s) shall be in writing and shall not
excded the lesser of $50,000 or 10% of the Maximum Amount Payable as shown
in the heading of this Agreement. Any changes requiring additional costs in
excess of the "Management Reserve Fund" shall be made in accordance with
Section XIV, "Extra Work."
B. Monthly progre.s payaents
The CONSULTANT may submit invoices to the AGENCY for reimbursement of actual costs
plus the calculated overhead and fee not more often than once per month during the
progress of the work. Such invoices shall be in a format approved by the AGENCY
and accompanied by the monthly progress reports required under Section III, General
Requirements, of this AGREEMENT. The invoices will be supported by itemized listing
and oupport document for each item including direct salary, direct nonsalary, and
allowable overhead costs to which will be added the prorated Fixed Fee. To provide
a means of verifying the invoiced salary costs for CONSULTANT employees, the AGENCY
may conduct employee interviews. Theee interviews may be taken once a week and will
consist of recording the names, titles, and present duties of those employees
performing work on the PROJECT at the time of the interview.
C. Pinal payaent
Final payment of any balance due the CONSULTANT of the groos amount earned will be
made promptly upon its verification by the AGENCY after the completion of the work
under this AGREEMENT, contingent upon receipt of all PS&E, plans, maps, noteD,
reports, and other related documents which are required to be furniohed under this
AGREEMENT. Acceptance of such final payment by the CONSULTANT shall constitute a
relesse of all claims of any nature which the CONSULTANT may have against ths AGENCY
unless such claims ars specifically rsserved in writing and t.ransml.t.":....-:: ';;0 t.he
AGENCY by t.he CONSULTANT prior to it.s acceptance. Said final payment shall not,
however, be a bar t.o any claims that. the AGENCY may have against. t.he CONSULTANT or
t.o any remodies t.he AGENCY may pursue wit.h respect t.o such claims t.hat. t.he AGENCY
may have against. t.he CONSULTANT or t.o any remedies t.he AGENCY may pursue with
reopect. to such claims.
D. Inspection of co.t aecords
The CONSULTANT and his subconsult.ant.s shall kesp available for .inspect.ion by
representatives of t.he AGENCY, STATE, and the United St.at.es, for a period of three
years after final payment., the cost. rscords and accounts pertaining to t.his
AGREEMENT. If any litigation, claim, or audit arising out of, in connsction with,
or relatsd to thio contract is initiated bofore tho expiration of t.hs t.hree-year
periOd, the cost. records and account.'" shall be ret.ained unt.il such litigation,
claim, or audit involving the r.ecords io completed.
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COKSULTAJI'r i'BI!l DB'rBJUIlKA!!!IOH - SUMMARY SOft
COB!!! PLUS PIXBD PBB
PllOJBC'J!1 Chimacum Road Improvement, CR09S3, Fed Aid No. RS-Q161(002)
DllUIC'J! I!lALlUlY COS!!! (DSe) I
Cla.slficatfon
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51 x 14.00
51 x 9.00
10 x 13.10
13 x 20.69
x
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TOTAL DSC -
Party chief
Chainperson
survey Technician
Engineer/Land surveyor
OVBRlIZU (OR coat: - !.Ilcludillg Salary Addit:iv.ap
OH Rate x DSC
of
201.28
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$
PIXED FEIIl (1"1") I
Il'F Rate x DSC
of
15
" x $ 4,739.04
IUIIMBU1lSABLIIlB I
Itemized
Travel
CD
BUBCONSULTAJI'r COS!!!I (B.. IIlxhibit: 0)1
ORAND To'rAL
PRIIll'AUD BY' ~A.AIU;r- ~
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714.00
459.00
131.00
268.97
1,572.97
3,166.07
$
710.86
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BRZAKJ)OlIH or OVBRBBAD COS7:
(S..pl. ODly - Actual Line Xtem and cost categories and
percentages for your firm should be submitted.)
..ring. Benefit'"
Fica .
7.65
Unemployment
2.95
Medical Aid and Xndustrial Xnsurance
1.13
Company Xnsurance and Medical
5.98
Vacation, Holiday, and Sick Leave
11.15
Commission, Bonuses/Pension Plan
~otal "ringe aenefits
28.86
oensrel OVerhead
State B&O 7:axes
5.62
Xnsurance
2.19
Administration and Time Not Assignable,
70.77
Printing, stationary, and Supplies
9.56
Professional Services
5.18
Travel Not Assignable
15.54
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Telephone and Telegraph Not Assignable.
5.36
Feee, Duee, Profeeeional Meetinge
.64
Utilities and Maintenance
1.98
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Profeaeional Development
6.61
Rent .
16.48
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Equipment support
23.35
Office Mi.cellaneoue, poetage
9.14
~tal Oeseratad Overhead
172.42
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Pl\lI~ UPOJr DItIIIIlA!rION OF lI.GllIIENIIII!r
BY ~ AGIIIICY 0!rBIIR ~ POK FAUL!r OF !rBII CONSUL~~
(K.L.r ~o Agr....Dt, S.c~ioD IX)
co.~ Plua Fi-xed 1".. COD~r.c~a
A final payment shall be made to the CONSULTANT which when added to any payments
previously made, shall total the actual costs plus the same percentage of the fixed
fee aB the work completed at the time of termination i9 to the total work required for
the Project. In addition, the CONSULTANT shall be paid for any authorized extra work
completed.
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STORM DRAINACE ANALYSIS
for
CHIMACUM ROAD IMPROVEMENT
PORT HADLOCK. WA.
JEFFERSON COUNTY ROAD PROJECT #CR0953
Prepared By:
A.E.S. Consultants. Inc.
3472 N.W. Lowell St.
Silverdale, Wa. 98383
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Report. Dat.ed:
September 27, 1991
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INTRODUCTION
This repor~ i8 prepared by A.E.S. Consultants. Inc. under a
contract with Jefferson County to provide Topographic Survey
Services. and Preliminary En~ineering services for ~he Chimacum
Road Improvement, County Road Project #CR0953. The analysis
contained in ~his repor~ i8 based on Topographic Informa~ion
supplied by Jefferson County, using Standard Engineering
Prac~ices. All conclusions and recommendations contained herein
~re based solely on this information and site observations by the
author. within the scope of the dontrac~ wi~h Jefferson County.
BACKGROUND
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This project is an extension of County Road Project #CR0582,
which involved reconstruction of the Hadlock Intersection, At
LhaL time, a sLorm drainage analysis of the surrounding area was
performed by Jefferson County personnel for the purposes of
sizing the proposed storm drainage improvemenLs for Lhe project.
On the basis of that analysis, the improvements currently
existing were made. The analysis contemplated extension of
Chimacum Road, including associated tributary areas, south to
approximately Church Road, which is the Drainage Basin Boundary
for the improvement area. The earlier analysis also contemplated
future development in the basin, and sized the existing system
accordingly.
The scope of the work herein is to review those calculations and
verify the assumptions used, and to analyze and oaloulate the
impaot of the extension of the system by the proposed proJeot. In
addition, a hydraulic analysis of the existing and proposed
system is included, along with design recommendations including
oatch basin locations and pipe sizes fer the system extension,
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ANALYSIS
The storm drainage analysis was performed using the Rational
Method for estimating storm water runoff. The analysis is made
for the 25-year recurrence interval storm event, usin" the Port
Townsend Rainfall Intensity - Duration - Frequency Curve
published by the U~S. Weather Bureau.
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Using the aerial topographic map of the project area, the basin
was divided into individual tributary Sub-Areas based on an
assumed Catch Basin arrun"cment. The assumed catch basin layout
is shown on the basin map inoluded with this report. Due to'the
relatively flat grade of Chimucum Road and the design of the
various intersections, oloser catoh basin spacings should be used
and will have little impaot on the annlysis. The areaB of the
sub-areas were determined using a digital planimeter. Runoff
ooeffioients I"C" Faotorsl roreach sub-husln were oomputed by a
weighted avernUe of the relativo areas of dlrrerinu
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imperviousness in the sub-basin. These weighted "C" Factors are
for existing conditions only, and do not reflect any future
development of impervious areas within a sub-basin. A Time of
Concentration was computed for each sub-basin tributary to an end
point of the assumed system. It should be noted that many of the
sub-basins contain large areas of undeveloped woodland that is
separated from the proposed system by the more developed areas.
These developed areas fronting the system are hydrologically more
directly connected to the systemj meaning, that during a rainfall
event the pealc runoff rate from these areas will occur much
sooner and at a greater rate than whut will occur from the entire
site, Because of this, the time of concentration was taken from
the hydraulically most distant point in the developed area,
rather than from the farthest point in the wooded area of the
basin, Taken with the total area and weighted "C" Factor for a
sub-basin, the estimated runoff will be slightly higher, thus
adding an additional factor of safety to the system.
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Once computed, the above parameters were organized into a
computer spreadsheet used to compute the estimated runoff in each
segment of the assumed system and compute the required capacity
of the system. As the runoff was routed from the upstream end of
the system, the product of the "CD Factor X Area was incremented
by the appropriate amount. Similarly, the initial time of
concentration was incremented by the flow time in each assumed
segment of the system, and a new rainfall intensity was
interpolated from the I.D.F. chart. Using the Rational Method
formula (Q=CIAl the estimated runoff in the successive pipe
segment was computed. A copy of this spreadsheet is included in
the appendix along with copies of all supplementary calculations.
RESULTS
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As noted above, the results of the analysis are inclosed in the
appertdix, Based on this analysis, thers are four problem areas
that have been identified in the existing system. These problems
are due to the estimated pipe flow exceeding the "Open Channel"
flow capacity of the pipe segment. These pipe segments las
referenced on the CR0582 plansl are:
I 18" dia. CCP from S1..a. 681)+25 18'I.t. to 600+50 18'Rt,
t lB" dia. CCP from 5ta. 600+50 18'Rt, to 601+50 18'Rt.
. 18" dia. CMP from ata. 60+33 80.7'Lt. to Existing 48" C.B.
_, 18" dia. CMP from Existing C.B. to Outlet.
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The problems of under capaoity in the first t.wo segments above,
stems from a faulty assumption in the CR0582 hydraulic analysis.
The author did not allow for the decrease in Lhe flow time to the
point of analysis oaused by the effioient flow of the runoff in a
pipe system. While the author did assume a greater "CD factor to
allow for future development, the time of flow reduotion due to
the oonstruction ofLhe future extension was not considered.
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While the system is more than adequate for the current
conditions, it is slightly undersized for future expansion, given
open channel flow conditions,
The under capacity problem in the second two pipes is, as I
understand, an inherited problem, and one not easily remedied. It
appears possible that the estimated flow may be accommodated by
the last segment by surcharging the pipe, if the third segment of
pipe is replaced. It appears necessary to replace the third
segment with a 24" dia. concrete pipe to limit the headwater in
upstream catch basins. Similarly, it appears that the first two
segments will be adequate for this improvement if allowed to
surcharge. An analysis of the system under surcharged conditions
indicates that the hydraulic grade line at the estimated design
flow will remain in the catch basins and not create an overflow
situation. The nomographs used in this analysis are enclosed.
Il should be noted that the computed flow in this analysis at the
discharge point is slightly less than the original author's 116.7
c.f.s. vs. 17.0 c.f.c.l, This is due to the extremely large basin
area lying northwesterly of Ness' Corner Rd. and Irondale Rd, The
relative size of this basin creates an incrementally large
increase in the runoff estimate when it is added to the system.
For reasons stated in the enclosed calculations, this report
employs a different aSRumption relating to this particular basin
for purposes of the Chimacum Road improvement. Future development
north of Ness' Corner Road, will seriously affect the capacity of
the system downstream of Hadlock Intersection.
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RECOMMENDATIONS
Based on the results of this analysis, there are several specific
recommendations as follows. The primary conclusion and
reoommendation to be made is that future development in the areas
tributar;v to the existinll s~'stem in IIadlocl[ Intersection needs to
be analyzed carefully for its impact on the capaoity of the
~;v"tem. Ultimat6ly, it appears that storm water detention systems
will need to be incorporated into any development pro~osals in
this busln.
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Ilor t.he purposes of the Chimacum Road improvement project it is
roocmmonded that the 18 inch diameter metal pipe between Station
00'33, 80.7' Lt. and "Existing 48" Square C.B." noted on the
CR05A2 plans be replaoed with a 24 inch diameter conorete or PVC
pipa. AIHo, boonuoe it will be neoessary for the system to
Hurohar'Jell 1.0 pails tho eatlmllted design flow, it is recommended
thnt th~ 12 lnch diameter culvert connected to thatc.n., from
the low area l;vlnt north of that C.B., be removed. A separate
p,\Jle should be oonatruoted to drain this low area. The purpose of
romovin, the 12" diameter pipe is to prevent flooding of the
lower floor of the Video Store located northeuot of the Hadlook
Jnloruection. It appears that at the deHign flow, the H;vdraulic
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grade in the "4B inch Square C.B," will be at a higher elevation
than the lower floor elevation; and, if this culvert remains,
severe damage could occur to this property. Lastly, the entire
downstream system on private property should be reviewed to
prevent further degradation of that system. Measures should also
be talten to prevent major erosion from occurring as a result of
overland flow on this property.
As noted earlier, the maximum catch basin spacing recommended for
this improvement should be 300 feet. It is also recommended that
additional catch basins should be located at all road
intersections, and brealts in the gutter, These catch basins
should be located to minimize any sheet flow across intersections
that may create icy conditions in freezing weather.
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Due to the location of a water main on the east margin of
Chimacum road, it is recommended that the main storm drain line
be located on the westerly side of the road. This main line
should begin at the existing catch basin located at Station 3+75.
The recommended material for this drainage line is concrete or
rvc pipe due to the enhanced flow characteristics. Corrugated
metal pipe may be used if the designer allows for the increase in
the roughness coefficient for this material. Because of the
anticipated surcharging of the existing system at the design
flow, and the subsequent bacltwater in the proposed system,
corrugated metal pipe should fe carefully designed into the
system. The recommended diameters for the main line should be 18
inoh from the connection to the existing system to approximately
Stution 12+50, and 12 inch from 12+50 to the end. It is possible
thut a reduction to 15" may be allowed in the vicinity of
Stations 0+50 to 12+50. However this reduotion needs to be based
on the final configuration of the system, All pipes crossing
under the rond connecting to the main line may be 12" diameter.
Tho above pipe recommendations are based on pipe slopes of 0.75%
or IIreater.
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In conclusion, it appears to be feasible to handle the additional
storm water runoff added to the existing system by this project.
In ordor to handle the estimated design flow it will be necessary
to ullow the system to surcharge in the lower portions. Future
developmont of impervious surfnces in the basin will need to be
reviewed with respeot to the impact on this system. The above
reoommendations should be considered the minimum necessary to
p~nvide ror the safety and welfare of the public. Any deviations
rrom thoso reoommendations should be carefully reviewed for the
Lmpuot on tho funotJon of the storm system.
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al-et:l"/)' <:>:::"-;11."1 S?~~,,"1
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(
TABLE 1
RUNOFF FACTORS FOR STORM SEWERS
FLAT
Q.:..ll
UNDEVELOPED LAND
0.05
0.10
0.15
I ,
Wood & Forest. ',' . .
Sparse Trees & Ground Cover
Light Grass to Bare Ground
. ~
DEVELOPED AREA
0.90
. 0.75
. 0.85
0.80
0.70
0.60
. 0.50
. .~;~
:~<'
C)'
"
Pavement & Roofs . . . . .
Gravel Roads & Parking Lots
City Business . . . .
Apartment Dwelling Areas
Industrial Area~ (Heavy) . : .
Industrial Areas (Light)
Earth Shoulder .. . .
Playground . . . .
Lawns,' Meadows & Pastures.
Parks & Cemetery
"
:,.
SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Gross Acre)
DU/GA
DU/GA
DU/GA .
DU/GA .
DU/GA
DU/GA
DU/GA
:'
1.0-1. 5
1.5-3.0
3.0-3.5
3.5-4.0
4.0-6.0
6.0-9.0
9.0-15.0
. . . . . .
r/t9b,iit :t.
~'lIIlE!J1iIIIII!L
';';"::"\":;'
,,',",-";
,,/,':
";'.'j
-'te
~.,-, '.-
ROLLING
>5\
(Q .1Q)<
0.15.
0.20
~~~
0.8 ...-
0.9'0
0.8S
0.80
0.70
O. S'O
0.30
0.25
0.20J4
. 0.30
. 0.35
. 0.40
.10.45
0.50
0.60
0.70
r'",!UAM
/977 Y.INtf. e~ :S1'tJJZM P.l1lAI#A8i!! p,nIt5-.A/ (JJW>>J;Y~
, ("/lIrr,p. Vff w-r )-IYI>>IJ\w.14I' ~..v-9 .
18
------
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-
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- .11-"11-
o
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"
o
"-
,
"
-
-
~
~
2
..
..- __~~---"_'"-";.'~ .t'IIW...".,.-.....:,. ~ . - ~i-lP-iIl ~~.._~\
(i
5 1
4
5
, (
(
3
4
O' , 1 .. 2 3 4 5 10
, ." I ." ,
0 I
I /
0 j / l' /
/ J L/ 1/ /
0 / / I I
V ~j I I
r 1/ /
~ J J j
0
9
8
7
6
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"7 JOT -~
c: ~ ,,;)7 ..,
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(<; ii'7 '!-/
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~ ~
~ ~ I 1#1 7 I. f
, .~I 1
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, 7
J I / II
/ J 1/ / J
2 I
3
2
1
5
4
3
2
1
.5
~
.3,3;-4 .5, 1 /.'I~fI$ 't 3
VELOCITY IN FEET PER SECOND
10
S
20
4
5
AVERAGE VELOCITIES FOR ESTIMATING TRAVEL TIME FOR OVERLAND'FLOW
r/~~G 2
SOli. CONSERVATION SERVICE
TECHNICAL RELEASE NO. 55
JANtlAFlY Iq75
',,) .
:\:i:~i;,'df~:::;;r~;)':~iri5:!:,:j,'~:/\~~,;H ;.
50
40
30
20
10
9
8
7
6
5
4
3
2
-
~
\.
.~
C;
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I
i
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f: 01
Z 1-,
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g~ G
01-'1'
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t;:i='
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0
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10
/,/-1, 20
11-; 7' "",,,
30
40
.50
60
70
80
90
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(
3
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-
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r
\.
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I- UJ'
a: ::E I
;:5::J\
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wen
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<.
C'O'lli2.9.?-d.te lIe" Facto....s bv 8ub-~asi.o~_
Woods . Fore~t IC . .10> _______ .c.
LmWf)Wp M~adowu~ Past\Jram ~C ~ p20) ____.__._ ~C"
(3ravel Dr"ives &, P'lr~dn~,l (C .. . (~t'j) "'__""__" ac;.
PavE.'ment. 8, F~I~ofs IC '" . ','0) _...,Q,!?'_... i.~C.
C )t I~) ~::l
CHI.)
t:.: ;11\
(" >1/.'.
::.J2'.z?::::
I
:1
:1
i
Sub-B.,si n #_L.,'l___
Total Ar'ea _..!!_Lf?.._ ac:.
Woods & Forest (e - .10> ..,______ ac..
Lawns, r'1eadows!, Past,Lu"'es (C == .. 20) _______
Gravel Drives & Parking (e - .85) _______
F'C\vement & Roo'f s (C ~, . ']0) _-".LJi':.__. <\I::.
C >:1-) -----..--....
ac. e >< ~\ .--------
ac. e >:A --------
C x 1-) ,"",,,,_Lt5".?;.._
lot.a!,- .....:L4..?__
l::ompcJsi te "C" '" ,..,,,_?e__
Sub-Basi n ~~,..L~_..._,
rotal ?\i':ea _tff[".tJl:..,,". ae:.
Woods &, Ft~rest (e '" . 10) _,?-,~Z_ ac..
L<,wnr.;, Ne~,dows, f'.,st,ures (t:; '" . 20) ...L:.,;I.7..,_ af:.
Gravel Drives 8, P<:'l'-Idng (I:: = .85) _"/"0.'-_ ClC.
F'avement 8, Roof 5 (C '" . '10) _~.jj(..3..,_ "..:.
C >1 ~\ .~~'l,"LZ,__.
C l< I', .._'1:.7.~.,.._
C >< I; ..~___
C a f:, '" _~~'t...z..__
Tot iii 1 "" ..-6ZZ'&.::.._
C',')'
/'
cOlllr.ll:lsi, t:e "C" '" _I!._~:J..____
l~uIJ'-Ba!!;l n *~._L.z::-_.__.,
TCJtal f.\rea _~",QJr..... '-'c.
rota 1 '" -,,_CLZ-?__
.,
Composite "C" '" _,~"~..I_?~
SI"lb'-l~iill.i n If. _,/~,_....,_
"'c:ltiill An~,\1 _'!...?..~_,_ Ole.
Woods 8, For'est 0:;; .. . 1 (.)) _~..I..?__ Ole:.
L,i\Wrllll" t'lllIa\do~'m, F'alltl.lrem ((,~ .. .20) _,,,,,:t:S;_,_ ,I\f:.
13r'aval Uri VliiS ~, i"arld nH Ie: .. . Elt;i) _.A.I";u!__ ae:.
PilVIlllllliint: 8, ROI:lfm Ie '" ."~l~l> __:"_.t.J~_,_ ;ac:.
C )II~
C HA
C NA
r; NI~
. '-'12:-
~:::2e:E::::::
... _~_<2.o::.t.._,_
~, t,.1.i:,.<t1_.__
T'cr\:..l'" ...._Z,,9.J.._
r,:Olllpf.)IILll;tl/ "e'.' .. _,,_,1.a::.,.,,_
i
I
'!';
L,.i'L$'c~"'!~~;;"=IlI___""""""""''''''''~=_J:!"~...J.a='T_~>~JIIIIIIl.~~~f!~~
-
-
T ---:-
". .,. ...-; .. ;.. ~
~
0'
-
o
..
~ .,'
:I: \z I
I-w
a::::E
;:5::J
-'u
uO
000
en wI
~ i!: I
en ...
~~r
~:::;
...<
~81
Xw
I-x
Z~
~I~.
::E:)
::J
U,
o
0_
~w
I-~
!!::bl
..Z\
Wtn
u-
!5~
z ~
(
g,!""!!!!e.g,?j..!~~g,~-E~t:tor:.-.s bv !::Jub-Eta~ill.:-
SLlb-Basin #__2___
Total Area _LL?__ ..c:.
--
.,
Woods & Forest Ie - .10> _______ ac:.
Lawns~ Meadow5~ PasttJres (C = .20) _______
Gravel Urives & f'arkinq Ie '" .B5)
Pavement 8, F~oofs Ie '" : 9Q) _..../g__.-~~:---
C ;:A ---------
c\c: .. C ):A -----...--
ac. e ):A
C i:A ::'"La=.:::
Compelsi'l:l?
Sl.lb-'Basin #_./...a___.
"rotal ~\rea _3..3..2,_. ac.
Woods 8, Forest Ie", . 1 C)) __/...522._ C<c;.
Lawnsll Meadowsp PI!:\s.tur'l:?S <C :::.l ..2(1) ~&:33___,_ ac:..
Gravel Drives &, P~~rking Ie '" .8['j) _,,,,,(.5.:'"__ alC.
P,;\vement 8, ~~I:>ofs Ie '" .(10) ,.,,-~..L_,_ ac:..
C'''.'
,,1r
C:cJmposit,e "C" - _.._:;;;;:2.__
Total.'"
!:lLlb-fJlUAi n *} _..LL___.
Total An:a _.~..'I_?__ ae:.
I
.1
Woods. Forest Ie - .10) _______ ac.
I.,llwns, l'Ieadc:>Wlll, p,;\st:l.tre5 (C ".. :;W) _~..z:.,If.__ .\1:.
Gr'a.veJ. UI-1ves &, Par~dng Ie .. .8::\) _~__ ac_,
PaVelOfi1f1 t ~, l~cJi:>r.~. I r; '" . 'yO) ......6?:....... ,m:.
.
Total - _.....t6_2;..__
IIGII ~.':: _..I._2:t?____
C )(1'-) '"
C >II;
c 111-) ,~
C >11-\
_~L.s-.f2__
,_c..z.aR..__
...J.i::?..__
_....~5L__
_,~,2L?__
C >:(1
C >111
C >IH
C HI'I
'" :::::a:::~:::
"' -~.?..._-
CI:>mpoBi till "C" .. ...~"\i:.t2....,,,..
Tot:l'll'" _"..ZLO__._
".
8t.lb...[l,,\I,i n jf.__LZ.._,..
Tota I Area .:1....3.;j,__ "e:.
Woodll ~,. FClr'olill'l: I c: .. . 10) _I.~s:._ ill:.
1..,lWrlDI, 1'11~",c;lc:.l\'IIO, P'-~!lI'tl.tr'ln~ (I:: '" . ~!O) 00/.".5:.1......... .ilC.:.
Gravel Dr'ives 8, P<llrl~ln~J Ie .. .l:3t'j) _~___ ollie:.
POl Vfillllwn t S. r<c.~I:>'f III I r; "' . '10) ~...__ ,,\I::;.
.'"1"/
C >1 A .. ..t./.$A___
C >:?\ '"' .:l122.
C >I?\ "" .:":'~iCff
I:: >ll-l IN .~......~z:.3
I'"el: /! I" ...~.Jlc:l.::.J (?~()
,
,
-~
r
D
\.-,.,.
r;C.lll,pr.lllili hI "e:" .., """..,2.6.:___
xyi ...
.~...'.'...~...~~~re::I'!:'!l'll!.,::,:\...".,,L,,,~li!!""-"'=>"'.'~"';IJ':='=~~~~~~~
L
--
--
~ .,
Xl-,
:;;~tl
;:5::J
-,U
uo
en 0,
enw
wX
-'I-
enIJ.
-0
~~
~~I
en ::J I
:i:~~,
I-:c
ZI-
~~
w
::E:J
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u'
8!:::
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r-~
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z
wen
u-
i= i!;.
~ ~'
'.
I
,I
.
'f
I
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IJ'"""~--
-
'I
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r
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::......,,:'
,,'(';
.,.J
"
l; xA _'--LZ-.1C._.....
C HA .J..QS:~__
G ,:A J..Li:-_,Z__
C >lA ..L....:.~L_
f:iLlb-Ballli n #_._Q___
COOlpc:>si te lIel! == _fL.~7-___
Total'" ~~.z~_
To'tal I~rea _./._.~..a._, alC..
IIJoods 8, rorest Ie = .1()) _,..5Q_ ..,e:.
Lawns, ~laac:JC'Jwfs, F'as1:ures (I:; == ,,2()) _uJL..L__._ r~C;"
Gravel Droives 3, Parld.n~l (C = .\:35) _..S~__, ae:.
p", vernent 3, F~cJof sIC '" . '~I)) _.",",Z'..s.-__ ac:.
0<
C >l (" _d2.S/:-!..,__
C H(.\ _..I.a. z..a.._
c ,: 14 _...1I~..z.__ I"
C :-:H _...'"<::z:~,_.._ I
ero1mpcJsi'te "C" '" _9..oS:-Y.:.__,
lota.l'" _eZ~C,-_
8~,b-'B,,\i~i n U,__,L___.
TCltalArea _?..li~__ "Ie:.
Woods 8, Fr~rest Ie .. .1()) _..II._L____ ae:.
L.awns, i"leadclws, r'jllilturlllr.i If.: '" .20) ,_&.;:::O,L._ ,,1C:.
Gravel Drives 3, Pi1r~tin~l IC ..' .85) _....:JJ2.__ ae:.
Pavemmnt $, l'loofM (C '" .'j'()) .l!'_~__. ..IC:.
C >lA
C HI~
C ,IA
e :-:f\
~f2tg___
"" _--..~-~~,--
~-~~-:-?:_-
'" .,.,2.s"&::::.._
I
,I
j
,a ',d,',' ,",' ,'," ,i"., ,
,',';"~J!llI!"""",~",.~",.=.,__.,..,J!9JJflJ)""""'.'lm",H!l!b,,,_._''''''",;.......''''m,m''''''_.t~~,~~.~
'j ",
"
tl,~/,: :i<,:,';';,
'0.
o
..
....! .
.~,-~_. --_... . .
. ,:,,'.~:..:" '::~:'::':~'J;.;::-:':"::::::,.:::;:~ :;...:...~. -'...
(
C;C)!llQQ.~:Lt..~":..~~!: c:\t;J;s~r_!?~....!a.Y...J?..!dg=~lE.iD..!.~
Sub-Basi. n # _.s:.__.._
Total Area _:Laa._ Clc:.
Woods ~, For-est Ie = .1(>) _,b_ZZC_ ae:.
Lawns, Meolldows, Pclstures Ie 0' .20) ........Z.B.__ ac:.
Gravel Llrives &. Parlti,ng Ie = .85) __Io,...t5i:__ Clc:.
Pavement 3, r~OOf5 (e = .~tO) _~__ ..-.r.:;.
.z?
Bub-.B,!\I1I'l. n It __8:.__,_
t~omposi t.e "I::" .. _1C..:r::S__,_
Total" ..L..3.f[z;.__
Tr.:J'l:r.1l (~r'l1I1A Z...,15:... "I:.
Woodlli 8. Forelllt Ie .. . lc)) _-,_.9.a_ ae:.
LIlwnlll, l'1I!101dt'i'lrio" F-' j,lfilt Lln:i'r. (C .. .20) _.....z.~.._ 0IIc:.
13ravel fkiv611ll &. Pl.lr"lcing Ie .. .m~j) _..._7..~_,,_ lAC::.
PVlvllIlIlwnl: 8< ROL,h\ (C ... ."/(1) _./l.,!l.6'...__ 0\1;.
C: ItA
III HI~
C ll(i
I~ >111
_:o..J22:'___
'" ..!S2.~Ji':__."
..I..6.,x.Z__
.. -,_'/..1.$-'--__.
C:Clmpr.lIl1:I'l;I" "I::." '" .Of_6:L._-
T (,1 t Q 1.. _~....t.i':t.._
..
v
o
-
o
..
Z ,
~ si i
~~t'
;:5::J
-,u
u o.
en 01
en w I
W:::I:i
~~I
~~I'
~:::;
u..<
~al
:cw
I-X
ZI-
~~
UJ~
::E:::l
g~.
0_
Ww
Xu
1--
!!::b
Z
wen
u-
Fj:!:;,
o .'
Z\
(
Cc)ml2!:a~; i t e " (~~..sG.!;..9!..:'.a-12.Y.2~':!Q;:j;~E1E..!..!'1.!!...
Sub-Basin ~~__~!l~"!,
To'tial AI'-ea _L.2,~__ ae.
Woods t, Forest IG = . 10) _...._~L__ ac.
Lawns, i'leadows, Pastun~s Ie '" .20) _....zJ__, ,~c.
Gravel Drives. Parking (C = .85) _______ ac.
PaVelllF.Hl't & Roofs (C = .90) _.h.L.~_ clC.
-.
_._~
.'4~
\.
-~
~
....
,
'-
e }(A
C }(A
t:.: ;1 (~
C x(~
_e-Q<2.L..:>
_,~Cl.!Lif.__
_,__{3[___
_ .L:.c;;a;r._
,_L..../LL_
~
Composi te "C" '" _.III_-S:Z__
Tot'.1J.=
c..lfE vE/rG"I2:;lV1/ ~GVV7Y AJ2',:!"AS" f' C ~ /~AG7Z>~
~/Z 7,N/$'.A~ .P'/~ ,HA,(Mo<.K "A/77!!~cr,a//"
p/2d;:r,l:Gr ,AJl-EA SGFAAS.A J!./H"':;ff ~,J pv7""
.r:s QJi"sT AvAI~""~..J
C >t A '" ________
C >t?\
C x?\
C >:(1
~
SLlb-B,~si n it'f.czo..__B
Total Area ~~~__
ac:.
c
Woods 3< Forest (C = .1()) _______ ac.
Lawns, l'1eadows, PastLII~es IC '" . 20) _____,__ ac.
Gravel Drives 3< Parking Ie .. .85) _______ ac.
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0 FLOo" FLOW 0 HIT : R~IOFf' "'PIP5: . PIPE 0 , PIP-
SUM TIc:) TIME , TIME 11111 IC*I*A *DIA. 1 SLOPE 1 "nu.. I CAPCTY 1 FULL ILN6TH ! .
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,Q. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Rowe, P.E.. Director
Robert G. Nesbitt, P.lE., County Engineer
KBMORAllmtJJI
FROM:
June 15, 1993
Robert G. Nesbitt, P.E., County Engineer
Aubrey Palmer II 4Y
DATE:
TO:
SUBJECT: Request to engage assistance of a consulting engineering
firm for Chimacum Road Improvement, County Road Project
CR0953, Federal Aid Project Number RS-Q161(002), M.P.
0.06 to M.P. 0.41.
Engineering staff hereby requests that Jefferson County Public
Works Department engage a consultant to provide engineering
services necessary for the preparation of final plans,
specifications, estimates and construction for the above referenced
project.
This request is being made because Public Works does not have
sufficient qualified engineering employees to perform the
additional work within a reasonable time.
Attached please find an independent estimate showing breakdown of
work, including work-hours and average rate per work-hour, overhead
and profit, and non-salary items that may be used during the life
of the contract.
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attach: project Budget Worksheet
Independent Consultant Cost Estimate
Work Estimate
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Xndependent Estimate Consultant Time/cost:
Total Consultant cost for Consultant work
Engineering phase is estimated to be $
approximately 152 days.
project location and termini:
Chimacum Road, station 3+00 to station 21+50, M.P. 0.06 to M.P.
0.41, Old Hadlock Road to Church Lane vicinity and approaches.
in the Preliminary
63.976.93 and take
Estimate or Total project Cost:
Total project cost is $374,450 as shown on the attached approved
Project Budget worksheet.
Description or Consultant's proposed Work:
Phase 1, (P.S.& E.);
The Consultant will be required to provide engineering services
necessary for development of right of way plans, legal
descriptions, construction plans, specifications, contract
documen'ts, and estimates necessary for bidding and construction.
All design criteria, materials and installation procedures, and
standards will be in accordance with WSDOT Specifications, except
as modified by Jefferson County or to address specific project
needs. All plans will be completed on AutoCAD Release 11. The
plan format will follow WSDOT Standards.
Phase 2, construction Engineering/Project Management;
The Consultant, will be required to provide
engineering/project management services necessary
advertisement, bid, and construction of the project.
Work accomplished during Phase 1 (P.S.&E.) will better define the
scope of work and tasks for Phase 2. The Consultant may be
considered for project management and construction engineering
services based on the satisfactory performance of prior work and
upon negotiation of an agreement for subsequent phases.
construction
for ultimate
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STATE 0..... WASH'INGTON(f;: _
COUNTY OF WASHINGTON
In the matter of:
x
Revising a County project x
qesignated as. CR0953 x
RESOLUTION NO.
34-93
'IT IS HEREBY RESOLVED that Chimacum Road , Road Log NO.
932507 , from M.P. 0.06 to M.P. ~ be improved ~s'follows:
Widen to include two-way left turn channelization, construct
storm drainage facilities, curbs, gutters and sidewalk, surface
with A.C. pavement, and install traffic facilities.
'IT 'IS FURTHER RESOLVED that an appropriation from the
officially adop~ed road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
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PURPOSE PREVIOUS APPROPRIATION
Engineering $ 43.700 (36.328 ISTEAI
Right of Way
Acquisition $ 39.550 (32.878 ISTEal
Sub-Total $ 83.250 (69.206 ISTEAI
Construction: $272.200 (184.160 RAP
& 69.194 ISTEA\
xx Contract
__ County Forces
TOTAL
$355.450 (184.160 RAP
& 138.400 ISTEA\
\
PRESENT APPROPRIATION
$ 62.700 (52.123 ISTEA\
$ 39.550 (32.878 ISTEAI
$ 102.250 (85.001 ISTEA\
$~200 (184.160 RAP
& 69.194 ISTEAI
$ 374.450 (184.160 RAP &
154.000 ISTEA\
xx This project is included in the officially adopted, annual
road program as Item No. 1
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
'IT 'IS ~URTHER RESOLVED th&t:
xx The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
"e-
PASSED AND ADOPTED THIS J ,~ DAY OF
SEAL:
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oNe, WASHING~ ' STATE (--'lERAL..OPllO..ECTNU....A
,';;PARTMENTOF IISPORTATION'" 5-0161-10021
I "'-TE CITY/COUNTY AGREEMENT IAGA.E...NTNUM8ER
SUPPLEMENT NO. 2 LA-1416
The Gl:~/County of ,1'" f f '" r ",on desires to supplement the agreement antered in(o and
executed on 3 I 25 I 91 as identified above. All provisions in the basic agreement remain in effect
except as expr"ssly modified by this supplement.
The changes to the agreement are described as follows:
PROJECT DESCRIPTION
Name Chimacum Rd. Improvement, CR0953
length 0.38
Termini Old Hadlock Rd. to County Shop
OescriptionolWork Widen for two-way left turn channelization, drainage
improvements, pedestrian facilities, and overlay with AC pavement.
ReasonlorSupplement Additional P.E. costs associated with intersection relocation
at Old Hadlock Rd.& redesign of Old intersection location, and to correct
transposition error of line b & c on supplement No.1.
ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3) (4) (5)
~EWXJS AGREEMENTI .......u...NT ESlIMATEDTOTAL esnMATEo ESTIMATED
SUPfUMENT PROJECT FUNDS AGENCY FUNDS FEDERALFUNOS
P.E. a. AgencyWork ...7.~L].Q9... . J..~ I.!i Q .0.. ... .A6.1.<1ll.0.... ..6.~O.7....... ..30...0.9.3....
b. Other Consultant .....J,. L 9. Q 9... .~.<!,.QQ.9..... .AS.l.Qll.O.... ..4.21J...... ..20...78.3....
c. State Services 20,000 (18.500) 1. 500 '<;3 , ,747
d. Total PE Cost Estimate la+b+cl 43,700 19,000 62,700 10,577 52,123
Rlght.o'.WlIl'
e. Agency Work .......................-.... ........ ............ ..... ....-.. ..--............. -. -... ............ .... ........................-.
I. Other ...................... ...... ......................--. ..................... ..... ........................... .......... .................
g. State Services
h. TOIOI ANI Cost Estimate le+f+a)
Construction
i. Contracl ........................... ...... ............... ..... -.... ..........-......... ...... ...... -....... ..... .......... ............ .-.
j. Othor. ..-...... ............. ..... ........ .......-.... .... ....... .................... ........ ..-.... ....... ......... ....-...... .....
k. Other ...... .......-..... ...- ..................... ..................... .........-.............. .......................
I. Other
m. Total Contracl CoslS (i+j+k+l)
Construction Engineering
n. Agency .. ........ ..-...... .... ....... ....... ...... .......... ............ .... .......... .......... ..... ..................
o. Other ........ ............ .... .................... ...................... ....... ....... ....... ......................
p. Stale Forces
q. Total Con st. Engineering (n+o+p) ..
r. TOlal Const. Cost Estimate (m+q)
s. TOTAL COST ESTIMATE
OF THE PROJECT (d+h+r)
. Federal partlcfpatiol',In Conatruction Encineerina (0) Is IImltad to 15% 01 tho Total Corltracl Costs. (line m, column 5)
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I ursuanl t!;sald Tilie 23, rogulatlons and policies end procedures, and as a condition to
d It acce and will comply with the appllcabla provisions.
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
o
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....R1ch a rrl F. . "Iaj.t.
Jefferson County Boord of Commissionera
OOTt"().(H'
"wiard tVDO
By:_
A..la". 60C11ta,., tot Loe..l "evllfll
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIRECT SALARY COST ICompOSllltl:
BREAKDOWN OF WORK
MAN. AVERAGE
HOURS RATE OF PAY
~/9 Is.9n
.sS.S IS. 9/'1
3.y.s 17.1'12-
Je3."2..!) Je. 2.8P
'I/O I~. /~6
ESTIMATED
COST
T"A:5K 1.. - }f,<rHT ,r>~ WAY bll>~/~.-J
-r,q .s K ;z.. - R I G-H-r ,r>': wll-'f "PLA-P ])Ji?A.F'T7Nl:r
"""1'/f.5K 3 - 1': s. t E. / PC$Jt!ir#
U:jl(' 11- '? s. ~ $./ tflv,IW-r;-r; IE"-::J
-M:S Jt. S - P.'.5. I- E. / l>R" F"7'1AJ~
'"1'"R sK. b- ~;!S-,,-T 1I.\~r'Kl-6:",-,e;"NT ~,._
t!.o>t> :n7<r)c.T"!!i~~~(':I!f IE,&A ..,..
-r.> 7ife 't:>c.--<~""AV
3~ ,,/99, ,r>o
683. !it>
s., 9 N. e:;o
~ 3.y9. 75
sJe()~. CO
TOTALS -- /2/2..75
NET FEE
@ .15 :z
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s 3S} (>(}.3. 2.5
8. N, 7. '1:2-
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OVERHEAD COST Ilncluding p.vroll o1dditive~1
I.Bo"
DIRECT NON.SALARY COST:
(
A. TRAVEL. AND peR OIEM
B. REPRODUCTION ElCPENSES
C. COMPUTER EXPENSE
D. COMMUNICATION
E. SAMPL,.INO ANa TESTING
F, OUTSIOE CONSULTANTS
G. OTHER ISPlclfvj
~ll. /:It!>
: 7~D
:~
TOTAL . ~ 3~O. 00
SUB.TOTAL
S '~, q7~. qa
$ f.J .397. 1.9
s 7437A1.M
~ /~!11.
.CONTINGENCIES
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
JEFFERS1tN COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, RE., Director
Robert G, Nesbitt, RE.. County Engineer
MEMORANDUM
DATE: June 15, 1993
TO: Aubrey Palmer
FROM: Robert G. Nesbitt, P.E., County Engineer ~
SUBJECT: Engagement of a consulting engineering firm for
Chimacum Road Improvement, County Road Project CR0953,
Federal Aid Project Number RS-Q161(002), M.P. 0.06 to
M.P. 0.41.
After reviewing the request
consulting engineering firm
approval is hereby granted.
to engage the assistance of a
for the above referenced project,
xc: cr0953, corres.
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt, P.E.. County Engineer
MBMORABDUM
DATE: June 22, 1993
TO: Aubrey Palmer
FROM: Robert G. Nesbitt, P.E., County Engineer ~~
SUBJECT: Approval of selection of consulting firm for engineering
services, Chimacum Road Improvement, County Road Project
CR0953, Federal Aid Project No. RS-Q161(002).
After reviewing the request and recommendation of parametrix
Consultants for selection for engineering work on the above
referenced project, approval is hereby granted for selection of the
Consultant. The engineering staff may begin contract negotiations.
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JEFFERS
" IBLIC ON COP'
WOP'-~,
Dale:
July 12, 1993
Jefferson County Dept. of Publ;c I,orks Project No:
P.O. Box 1220
Port Townsend, WA 98368
From:
'#fJ~!!!l}o~~n_"_. . .._.___...._m._
I.J 5808 Lake Washington Blvd. N,E.
Kirkland, WA 98033
205,822.8880
Fax: 206-889-8806
XX 5700 Kit.ap
Suite 202
Bremerton, WA 98312
206.377.0014
Fax: 206-479.5951
CHIMACUM ROAD IMPROVEMENTS
IfCR0953
: 1231 Fryar Avenue
P,O, Box 460
Sumner, WA 98390
206.863-5128
Fax: 206.863.0946
t}~~g!,!2._....._..
l] 7820 N,E, Holman
Suite B.8
Portland, OR 97218
503.256.5444
206.894-5020
Fax, 503.256-4221
HawaII
[] 1164 Bishop Slreet
Suite 1600
Honolulu, HI 96813
808.524.0594
Fax: 808.523.2995
We are transmitting the following materials: One .J.!.L..~~py 0 f Overhead Aud it.
Comments: _
These are: ,X~ Per your Roquesl
X X For YOllr Informallon
1:.1 For YOLlr Revlow and Approval
i:J FClr your Filas
j' For your Acllon
SinCerelY". /)//,'
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6 '83
14:33 FROM SUMNER-PARRMETRIX
TO BREMERTON
PAGE.002
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Report of
'Contract Audit
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Report No. 91-078
June 1991
P~rametrix, Inc.
Preaward Evaluation
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F RO~l SU~ltlE R-PARRME1"RI X"
TOBRE tlERTl)t'l
A"'.',
PAGE.883
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Purpose
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Per your ~est damd Fetlrl.l3ry 22, 1991, we ha.ve
perfclrmed a preaward lWdit of the pl't!Pasal for servlc:a
tu be pllrfctmed by Paratn8ll'ix. Inc. for Transportation
S\1.IdirlS & Engineering SeMcllS.
This report Ita:s be9n ~ for the atatad purpose
and snould net be used fcI' any oltler intIJnt. Certilil'l
Infannatlon may be c:cnsidered lXlnfldsntia/ or pro-
prlJItlly In naDJr9. placing it under the resuic:lcns ot
18 use 1905. We. therefore. request l.\'rai the Internal
AudIt OffIce be consulted prier to any other extemal
exposuntl of thi$ report.
Scope
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This reviow was petfonned in ac:col'Clancll with generally
ac::eptad gcvetnmsntal audlllng stanc!3rds. It Inclur!ed
_ItS of Parametrtx's acccunting raccn:ls and Sl.1d'1 other
auditing praceduntS. as we ccnsideted n~ for
those cltcul'llSlMces. Our review was 8/$0 based upon
tIitltClrk:al cast da:Ia and 1Illr;ent. auClt ~rts for
par.une1rtt flied In ItlG WSOOT IrriIlmsI AudIt cmc:e.
Az. c:ritlIria. we USGCl tl18 ~nlS of ilia Faderal
Ac:;uillltlan Regulallons (FAflI) 48 CFR 31.
TJ-,o s=pe of this review wasllmitlld tc It:e following:
1. VerlflcatlQn of dIrec: l:l!/aty rates.
2. Revfew of praposed overhead rate.
3. Review of direct nonsalary costs.
J
4. flevlew of proposed p~
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Evaluation or
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For OLll' AucIlt RfIlort No. 91.019. we navlewed
plltalTlft'lx's systmn of ItIlemaI ccnllcl over CUh
nrC8lpts ancf cllcCunlerntn'lil. .tI:CCunts racolwblo Md
pAYllblO. bank rwccndIfe1lons. InvtntlltWs. and gllnetal
c:cntrcIa In &CCI:In:llInca wllh QlInll'lllly lICCIIpIIId IIIOV.
emm.nta1 audltlnQ SlMd8tt:!I. Their sy$tIlm hall not
cl1an;.cI rna2DIiaIly since thon.
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FROM SUMNER-PARAMETRIX
TO BREI1ERTO~1
PAGE.004
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our nrvi8w was made for the limited pulJYAa desc:lQed
abOVe lIl'ld would nat necessarily cti$dos8 all material
weaJulessas wiItIin tlle systsm.. Ac=rdingly, we de net
express an c;*:ion on ParameItix'I 8y$lIm of intsmal
aecaunUng c:onvols. H-aw8vlr. OW' $lUd'1 di.1dOSed no
=ndiilan that w. beDew tauIts in mere Itl:an a reia.
tlvoIy low tfslt Itlat 1TIat8ria! erratS or imlgUIatflIas may
cc:s:ur and nat be cfetKtisd In a tltnaly pelfccl.
Swmnary of
Review and
Recommendations
-
1. DiTta Laber Razes
. WI) verilled Paramelrix's prcposed direct Iaber rates
(see Exhibit A) by comparing '/hem vrIlh the payroll
I'8CClrds. We found that there were variotl!l dlfferenc:ss
between proposed rGlSS and adllal meso The proposecl
mlsS In mcst In$lanC&s lIl1l lIIgher than the aclUa! rate
for the BflIl:l!OY1MS beawse the Pfl'posed rams are earn-
b1rl:il!fans af rata of two or more employees. Also, the
Principal EngInnr bills QUt less thaI'I what he ac!Ually Is
paid.
We rec:oml1llWS ttlat bllllng tatQ be based en actual
., Sl1I8rY mtas, GXcept for the Prin. Etlg/neer, where
1M propoMd ratlt should be used.
2. Ovu1uM1d Rtzu
Paratnetrlx proposed M avertlead rallI of 1133.00 per-
ClInt of direct saIaIy casts. Tl'IeII' Iltldited overhead rate
Is Ibove Itle IllIIXimUm IcMI alIcwed by WSOOT. Se.
Extllbit B for !tie audited CMlrtlear:l schedU1e.
We recammlltld U1at the pl'lls;lOMd owmead rate of
1 &3.00 J*CII'lt be accapted. sublea 10 a pest audit of
lClUaI CllStlI.
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Pmmetrbc dlcI not Inclur:le d111lCt nonsaJmy co.sts In their
~ Hclwwtr. any d1tm IlClrtallty cosII cIa./nlOd
by Pnmltrb: must be ICllIaI COSII Itld 118t1forelILlPPOrtKI by aCIlJallnvolc8l.
W. NCtlmmend ttlIt Itl. c:onauJt:ant bo remlndlld that
IlIl c::tItltd no...wy cotItI mtJ1St be llIaed !at lIdIJaI CClSt
with na prevision far ~ w. furtt1.. reccmm.nd
ltllt lt1ey be lIdIIfted lie tr.lV1lI costs must ccmply wfth
ltl. ptaVIsIons ot tho WSCOTTravll Olnldlve. 013-!0.
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F ROM SUM~iER':'PRRFiMETR'ix'
T013R'EMfi=>:ioii
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Parametrlx tIllS pI'ClXl$1CI a poftt in a I3I'lga crt 21.00 to
28.00 percent of c!Il'IICt ~ ccs=.
profit ts a ~ mausr b8twftl1 ~ ccnsultant and
~ aiIIc:ltr. w. = net have a recomme.'1darIQ"
fer profit. but wa do nota trm !tie prcposad ra1e falls
wlWn 1tle ~ range of 17 to ~ percent wtlid1
WSOOT normally appraYIlJ. ",. IlighlIst rzl& Is nor-
maUy ~ for tha MOSt rislcy ancI campllcated
proflldS.
Conclusion
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DUtin; our nMew. we dlscussed faclUal matters with
Pammetrlx relating to the varioua cost It8lT11J In lt1elr pro-
pos.lI. ",.Ir accounting $YSl8m suppotls the cast c:lata
rvvfawecl.
W. teql.Iut ltllIt a nlCOrd of the ne;otiallona or any
f1rlld actiOn an Ihls tfiPClrt be furnIshGd to OUl' offica
wIlhln 30 days foIIo-.ying rwgotI:allOltl in ccmpllatlca with
48 CFR 42.7C6(b). " .
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FROM SUMNER-PARAMETRIX
TO BRE~IEF~TOII
PAGE,086
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Exhibit B
ParamlJttlX. Inc.
Overhead Sctl8dl:de
FYE 12131190
PnlpooRId PMX AdimI*I A&:dlI:It Alldbd
~ ~ ..Im- A<fiu& Bs!:. ~
CIred L;aIlcr , 3.138.11:1 S ., $ 3.l3a.113 $ 48.191 (AI $ :l,U4.3Il4
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Admin. & Clerical Saari.. S 1.874,SC6 $ (2OO.CCC) S 1.674,8C$ $ 1,!Kl9 (AoS) $ 1.1S7ll.115
Employl" Sln.1lls '.O1"'~8 1.011,1S8 1.Q18,1sa
Ptellt Sh:at!nll E:&pomo 300.000 :3CC.OCO 3CQ,ClOO
payranTaxos oI50,/lSol 0450.864 450.854
T.lephcnl &. Pcsl3t;o 154.937 154,S37 154.937
0lfA Rant 0433,aC4 .cJ3,.8C4 (32.206j (0) 401~99
Insur;u\CO 273.158 (4:l,5OC1 229.256 229.2!a
Pnm\OlfOn &. Preposa! ExpOMOS TD.074 m.rn4 W.074
Prlmlnq, c;.,plor &. O~ll Sullpill. 77;J3fJ 77 ;!30 77,330
~ EJpIIWO 25.881 25."' (1.819) (H) 24,042
EdUCllllcn &. Tr.ainlnll :&4,874 34.874 (llZ) (G) :tI,I49
FlIIcftIilInV CCIt3 o4ll,379 o4ll,379 40,379
BusiflaU MHls 3o.a80 . .:lC,880 (:la.880) (0) a
c.~n 183.963 113,K3 18:l,963
QflIo:II Trawl :lIS, 1 III 3S, 188 :IS, 188
l!ua/naI TID" & (Jo:IMIlI :rJI,s:t1 ll3U21 ~
~ S~1a &. Elcpens. 331,43$ :l38A3S \34.1113) (El 304.242
~nt IIId AUlO flint 2Il.373 :zs.:m 2Il.:JT.l
FIelcI Equlpmlnt I. s~ppal' 1!,5OC1 111,500 1S,sco
Prafa::tlcmd FillS 40.577 o4llKrT (2.2OIl) (F) 38.377
Aepah & M*nt8nllllCl S1.1Cl2 31.102 31.t0:2
ComyNlIr Supply &. Rep;zlt 33.SClCl 33,fIOCl 33,SQO
~lII\toUS ZU1I1 ..,-ABl 23.881
TotIIllndlnct COSUI , B.!lUSB ~ . ur.L7!l1l S ('CO.01~ S 1J.1~.1~
Ov.rhud Flat8 ~7'f.1~ 172.45% 111 S7%
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of lIIe Alaty YlItl&M8 ahouId Mve bIIGn pit irIm dltc.
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CONSULTANT
AGREEMENT
AGREEMENT NUMBER
FEDERAL AID NO.
CRO 953
RS-0161-(002)
(
CONSULTANT/ADDRESS/TELEPHDNE
Parametrhc, Inc.
5700 Kitsap Way, Suite 202
Bremertan, WA 98312
Ph. (206)-377-0014
o LUMP SUM
~ LUMP SUM AMOUNT $
R
E
E
M
E
N
T
PROJECT TITLE AND WORK DESCRIPTION
CHIMACUM ROAD IMPROVEMENT, CR0953
M.P. 0.06 TO M.P. 0.41
Phase 1; Plans, Specifications and Estimate
Phase 2; Construction Englneerlng/
Pro ject Managemen t
(To Be Negotiated after
successful completion of Phase 1)
'I
coa,' PLU8 FIXED FEE
OVERHEAD PROGRESS
PAYMENT RATE
165.00
,..
OVERHEAD COST METHOD
,..
,..
DBE PARTICIPATIO
o YES NO
WBE PARTICIPA TIOt!
o YES IS1 NO
FEDERAL ID NO.
OR 5.5. NO.
91-0914810
,..
T
Y
..
E
o AClUAL COST
c
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.
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o AClUAL COST NOT
TO EXCEED
dFIXED RATE 165.00
FIXED FEE $7.452.63
o 8l'EClFIC RATES OF PAY
o NEGOTIATED HOURLY RATE
o PROVISIONAL HOURLY RATE
o COST PER UNIT OF WORK
r.
00 )'aU requIre 0 1099 '7 IRS?
o YES ISl NO
COMPLETION OA TE
II~XIMUM AMOUNT PAY~BLE
December 31, 1993
s
61,140.62
I
THIS AGREEMENT. made and .:nlcrcd into this ~ay orCLI L.l .l!t!l1. bt:lwecn Ihe County ofl.s..ITu!nD. Washington, hereinafter
called Ole . AOENCV., and the above o11lani7.alion herelnaner called the .~NT..
WITNESSETH THAT:
WHEREAS, the AGENCY dc.ln:llo .ccompli.h !he above referenced proJ~Cl. and
WHEREAS, the AGENCY don not hive Iurnclenl II.re 10 melll the required commllmllnl and thcreroro deem. 11 .dvlllble and dllllrablolo
enaaso the ...iltanco of a CONSULTANT 10 provide the nccellary Icrvicea for the PROJEC'rj and
WHEREAS, the CONSULTANT rcprcllCnl.lhat he/.he illn compliance with the Wuhinglon Stille Statute" Nlltlna 10 profoaalonal rcalalratlon,
If appllcablc, and hll Ilanifiod a wllllninell to fundah Con.ulling aervicel to the AOENCV,
NOW THEREFORE, In conlldcradon of theteMn.. candlllon., covenlnl' and porrormancc conlalnod herein, or a"lched and Incorporated and
made I pan hereof, the parllea horelo Darta al follow.:
I
GENERAL DF.5CRIPTION OF WORK
II
SCOPE OF WORK
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The work underlhl. AGREEMENT th.n con.I.1 orlha ahovCI delCrihod
work and aorvlce. II heroin ddnndd .nd nClco"'ry to .ocoml,li.h tho
compleled work ror Ihl. PRO/ECT. The CONSULTANT .hnlllUml.h
all IOrvloCl', labor and related equipment ndOCllAry to cnnducl and
complele tho work I' dc.lllnlled olaowhel'O In thl. AOREEMENT.
The Soope or Work and proJectlevcl or etrort rar \hla project i. de..lled
In Exhlbll -0- 'lI.ched herelo, and by thl. reference m.de I pan orthl,....-.".~. I
AGREEMENT. --'.
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III
GENERAL REQUIREMENTS
All aspects of coordination of the work: of this AGREEMENT. with
outside agencies, group. or individuals shan receive advance approval
by the AGENCY. Necessary contacts and meetings with agencies,
group' or individuals shall be coordinated Ihrough the AGENCY.
The CONSULT ANTshallanend coordination.progres..nd presentation
meeting. with the AGENCY or auch Federal, Community. Stille, City
or County official., group. or individual_ as mAY be rcqucsled by the
Agency. The AGENCY will provide the CONSULTANT sufficient
notice prior to meeting. requiring CONSULTANT participation. The
minimum number of hours or day. notice required shall be .greed to
between the AGENCY and the CONSULTANT and shown in Exhibit
"B" attached hereto and made part of this AGREEMENT. The
CONSULTANT shall prepare a monthly progress report. in a form
approved by the AGENCY, lba1 will outline in written and graphical
form the various phasel and the order of performance of the work in
lufficient delaillO thatlhc progrell oflhe work can easily be evaluated.
Goals for Disadnntaged Business Enterprise. (ODE) and Womcn
Owned Busincs, Enterprises (WBE) if required shall be shown in the
heading of this AGREEMENT.
All report., PS&E materi"I.. and other dala. furnished 10 the
CONSULTANT by the AGENCY .hall be returned. All delilln.,
drawings, Ip~eHiC:llion., documentl, and other work products prepared
by the CONSULTAN'r prior 10 completion or 1erminalion of this
AGREEMENT are inatrtlnlent. of t4:lrviee for 1hi" PROJECT and arc
property of the AGENCY. Reuse hy the AGENCY or by olhers ICling
through or on behalf of the AGENCY of any lucb inllruments of
acrvice. not occurrin, as . part of Ihi. PROJECT, Ihall he without
liability or leaal exposure 10 the Conlluhanl.
IV
TIME FOR BEGINNING AND COMPI.ETION
The CONSULTANT shan nol hegln any work under the lI:rms of this
AGREEMENT until authorized in writinS hy the AGENCY. All work
under this AGREEMENT Ihall be compleled by the dIll: shown in the
headina of thll AGREEMENT under complellon dale.
TIIC ellabUlhed completion lime Ihan not bc cxllSnd.:d b.:caullS of Iny
delaysallributabl" 10 tho CONSULTANT, but may be cxhtnded by the
AGENCY, In tha evenl of I delay 11lribulahle 10 thIS AOENCV, ar
becaule of unavoidable delay. caused by an ael oraoo or lovemmental
action. or other condlllon, beyond the control of tho CONSULTANT.
A prior lupplementalllreemenllllued by the AGENCY I, required 10
oxtend the o'labUshed compl.:t1an tlmo.
o
V
PAYMENT
.
Th. CONSULTANT .hall b. paid by tho AGENCY ror ,ompl.l.d work
and "IVI,.. rondo",d und.r thl. AGREEMENT II provid.d In Exhlbll
.C. anached herelo, and by thll rofcroncc mad. pan or thl.
AGREEMENT. Su,h poym.nl .hall b. fldl ,omponullon ror work
perronnlUl or Mrvlcoa rondcrcd and (or 1111 labor, mal.rills, lupplloa,
equIpment, and IncldentAla necce.lry 10 complete tho work spcclned In
Sc.,lnn II. .S.np. or Work". Th. CONSULTANT .hall ,onrnnn wllh
all appllcabl. ponlon. or 48 CFR 31.
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VI
SUBCONTRACTING
The AGENCY permitlsubcontracts for those items of work as mown
in Exhibit G to this Agreement.
Compensation for thi, lubconsullant work shall be based on the COlt
factors shown on Exhibit G, attached hereto and by this reference made
a part of this AGREEMENT.
The work of the subconsultant Jhall not exceed ils maximum amount
payable unless a prior wrinen approval has been i.sued by the
AGENCY.
All reimbursable direct labor, overhead, direct non-salaryco.ts and fixed
fee cosls for !he lubconsultant shall be substantiated in the same manner
as oUllined in Section V. All subconlracls cxc:eeding $10,000 in cost
shall c:onlain an applicable provisions of this AGREEMENT.
The CONSULTANT .hln notsubconlracl for thc perfonnancc of any
work under this AGREEMENT wilhout prior written penni..ion or the
AGENCY. No pennission for subcontraC:ling shall creale, belween the
AGENCY and suhcontrac:tor, any contracl or any other rclationahip.
VII
EMPLOYMENT
Th..: CONSULTANT wlttanls that hc/ahc has not employed or retained
any company or p..:rson, othlSr Ihlln a bona fide employee working lolcly
for th<J CONSULTANT. 10 IOliclt or scc:ure this conlract, and thalli ha.
nol paid or agNed to pay any company or penon, o!her thsn a bona lid..:
employee worl:.inB solely far th..: CONSULTANT, any fcc, cammilSion,
pcrcentagc, brokerage fee, ,in, or any other consideralion, conllnacnt
uponor relultlng frorn Ihc award or making of this conlract. Forbrcach
or vlolalion of thlJ warrant, !he AGENCY shan have the righl 10 annul
thia AOREEMENTwithoutUabiliIY. or in ils discretion,lo deducl from
tho AGREEMENT price or c:onlideralion or otherwise recover the full
amounl of .uch fee, c:omml181on, percenllse, broker.se feci SiR, or
conllngent fee.
Any and an employeel of the CONSULTANT or o!her penonl while
engaged In !he perfonnancc of any work Dr ICrvices required of the
CONSULTANT und.r thl. AGREEMENT. .hall b. ,on.ld.rod
employecs oethc CONSULTANT only and nol o(thc AOENCY, and
ally and all r.lalms thal mayor ml.uhl arile under any Workmen'l
Compen.allon Acl on behalf of .ald cr"ploycOll or other persona while
10 engaged, and any Ind .U claim. mldo by a third party II a
conlcquonco of any act ar omllllon on the pan orlho CONSULTANT',
cmploycel or other potlonl while '0 onlalcd on any or tho work or
aorvlc.,. provided to be rondcrdd heretn, Ihan bc tho 1010 obli'ltion and
ro.pon.lblll'y orth. CONSULTANT.
Tho CONSULTAN'r .hln nol ena;lle, on I fUll or part tlmd b..ll, or
othor ball., during tho period or the conlract, any prore..lonal or
lechnlc:at pcrsonndl whn aro, or have been, at any limo during tho period
o( tho. contnct, In Iho employ or Iho Unlt.d Slale. DeplnmOnt or
Transportallon, Iho STATe, or dlo AOENCY, C1Xcepl reaularl)' nllred
employeds, without wrillen conlonl of Iho puhlle employer or .uch
p"non.
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VIII
NONDISCRIMINATION
The CONSULTANT agrees not to discriminate against any client,
employee or applicant for employment or (or services because of nee,
creed, color. natiOlllJ origin. marital statUI, sex, age or handicap except
for a bona fide occupatiol14J qualificilItion with regard to, but nOllimited
to the following: employment lJpgrading, demotion or transfer.
recruitment or any recruitment advertising. a 1ayoff or terminations.
rates of payor other form. of compensation. selection fot training,
rendition of services. The CONSULT ANT understands and agree. that
if it violates this provision, this AGREEMENT may be terminated by
the AGENCY and further that the CONSULT ANT .hall be burcd from
performing any services (or the AGENCY now or in the fUture unl.:ss
a showing is made Ntisfactol")' to the AGENCY thai discriminatory
practices have tenninalcd and that recurrence of such action is unlik~ly.
During the pcrformancc of this .greemenl.thc Consultant, for itself. its
assignees and successors in interesl agrees as follows:
A. COMPLIANCE WITH REGULATIONS: Th.
CONSULTANT shall comply wilh Ihe
Regulations relative 10 nondiscrimination in the
same manner as in F.:d.:rally.assish:d progralns of
the Dep.rtment ofTra0l1p0r1alion, Tillr: 49, Code
of Federal R':i:ulalions, Part 21, IS th.:y may b.:
amcndcd from time to time. (h':Nin.R.:r referred
to II the Rcgulalions). which an: herein
incorporaled by ",ference and made a part of this
AGREEMENT. Th. CONSULTANT .holl
comply wilh 111.: American Disabililies Acl of
1992, II amended.
B. NONDISCRIMINATION: Th.CONSULTANT,
with regard In the: work performed by iI durin,
the ACiREEMENT, shall not discrimlnal'" on the
grounds of racc, creed color, sex, agc, marital
Ilalu', nalural origin or handicap excepl for.
bona tid", occupalional qualiticalion In th",
aelcclion and relcntlon of .ubconsullanls.
Including procuromcnla of malcrlall and Icascl of
equipment. The CONSULTANT .hall nol
partlclpal'" either directly or Indircclly In the
discriminallon prohlhiled hy Seelion 21.5 of the
Regullllon., including cmploymenl practlccI when
the conlrAct covers I progrlm acl forth in
Appendix II or the Rea:ullllonl.
C. SOLICITATIONS FOR SUBCONSULTANTS.
INCLUDING PROCUREMENTS OF
MATERIALS AND EQUIPMENT: In.1I
lollelllllon. either by compellllvc hlddlna or
n'801l.,lon mad. hy Ihe CONSULTANT ror work
10 be performed under a .ubconll"llc1, tncludlna
procurcmen11 of mite rial. or I"'alel of equlpmenl,
each pot"nllal luhconlull.nt or IlIppller Ihan bo
no.lfied by tho CONSULTANT or 'h.
CONSULTANT'S obI18.lIon. 'lnder 'hi.
AGREEMENT Ind Ihe R.gull,llln. ...1.,ly. '0
nondl.crlmln'llon an Ihe amund.. af nce, GNlld,
calor, 'n. aII'll, marllal '111111', nallonal orlaln .nll
h.ndlClp,
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D.
INFORMATION AND REPORTS: Th.
CONSULTANTmaU provide all inConnalion and
reports required by the Regulations, or directives
issued pursuanl thereto, and lI1all permil .ccea to
ils books, records, accounts, other sourecs of
informalion, and ils facilities as may be
detcnnined by the AGENCY to be pertincnt 10
asccrtain compliance with IUch Regulations or
directivcl. Where any information required of the
CONSULTANT is in the exelusivc pouclSion of
another who fails or refUlcs to furnish this
information the CONSULT ANT shall so certify 10
the AGENCY. or thc Uniled Stales Dcpanmenl of
Transportation as approprialc. and shall sel forth
whal efforts it ha. made to obtain the information.
E,
SANCTIONS FOR NONCOMPLIANCE: In the
evenl of the CONSULTANT'. noncompliance
with the nondi:;criminalion provisions of this
AGREEMENT, thc AGENCY shall impose .uch
sanctions as it or Ihe Federal Hiahway
Adminislration may deh:nninc 10 be appropriale,
including. but notlimiled to:
I. Wilhholding of paymenls 10 the
CONSULTANT undor Ihe
AGREEMENT un.il Ihe
CONSULTANT eomplie.. Ind/or
2. Cancellalion. tllnninllion or luspension
of the AOREEMENT, in wholc or in
pan.
F.
INCORPORATION OF PROVISIONS: Th.
CONSULTANT .hall inelud.: the provi.ion. of
pamaraph. (A) lhrough (0) in every .uhcontrael.
Including procurement. or materi.l. .nd le'lCl or
equipment, unle.. excmrl by thc Rcgulationl or
dirl!etivc. baued pursuanl therclo. The
CONSULTANT .han take .uch aclion with
rClrccllO any lubconlullant or pr~uNmont..lhe
AOENCY or the Fedllral HlghwlY Adminl.tration
may direct .. a means of enrorein, .ueh
provi.ionl ineludinJJ ..nctlon. for noncompUancoj
providl!d, howev\3r, lbllt, In the event I
CONSULTANT beeomu Involved In, or I.
IhNalenGd whh, lilia_lion with a .ubcon.ultanl or
,uJ'lplier II . rolUlt or .uch direction, the
CONSULTANT may roqu... th. AGENCY '0
cnter Inlo luch IItl8'lllon 10 proh,cllhe inloro.t. or
tho AOENCY, Ind In .ddltlon, the
CONSULTANT may roquCl.the Unh.d SlaIOl'O
onler Inlo .uch lillgllllon 10 prolcet Ihe Inloro.ls of
Iho Unltcd SI.to..
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CONSULTANT .hlll ,nmply whh RCW
49,60,1 RO Ind E,.,ully, Onler numher E,O, 77-
13 of lbe Govornor of Ihd S-.t" or Wuhlnalon
which prohlhlt, unf.lr elnrloymenl pr.ctlce..
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IX
TERMINATION Of" AGREEMENT
The right is reserved by the AGENCY to lcnninatc this AGREEMENT
at any time upon ten day. written notice to the CONSULTANT.
In the event this AGREF.MENT i. terminated by the AGENCY other
than for defaull on the part of the CONSULTANT,. final payment shall
be made to the CONSULTANT as shown in Exhibit F for the type of
AGREEMENT used.
No payment shall be made for toy work completed .fter ten days
following receipt by the CONSULT AN1' of the Notice to Terminate.
If the .ccumulated payment made 10 the CONS UL T ANT prior 10 Notice
ofTcnninalion exceeds the total.mounlthat would be due computcd as
set forth herein above, then no final payment shall be due and the
CONSULTANT shall immediately reimburse the AGENCY for any
exccss paid.
If the services of the CONSULTANT are terminaled by the AOENCY
for fault on the part of thc CONSULTANT, th.: above fonnula for
payment shan not apply. In auch an evenl. thd amount to bc paid shall
be detennincd by the AGENCY with consid.:ralion given to Ih~ actual
COlt. incurred by the CONSULTANT in p-.:rforming Ih~ work 10 Ih.: dal.:
of termination, the amount of work originally r-.:quiNd which was
"Iilfactorily compteted to dale of termination, whcthdr thai work is in
a fonn or a type which il usable 10 Ihe AOENCY .t the lime of
terminallonj the COlt 10 the AOENCY of employing another firm to
complete the work Nquircd and the lime which mayhe Nquired to do to.
and other faclors which affecl the valu" to the AGENCY of Ihe work
performed at the time of termination. Und"r no circumllaneell .hall
payment made und<lr thil luhlc(;tion exc""d thc amount which would
have been made u.ing Ihe formula IIJI forth in the previous plltlsraph.
If It i. determined for any reason that the CONSULTANT wa. nol in
ddauh or that tho CONSULTANT'. failure to perform i. without it or
iI'a employeo'a fault or ncaUgence. thIS "srminalion ,hall he d"ISmcd 10
bo a terminallon (or tho convonlc::ncc of the AOENCY In accordance
with tho provillon of thl. AOREEMENT,
In tho OVent of tho dcalh of any memhdr. panner or officcr of the
CONSULTANT or any or h. .upervisory plSrsonndl "llgned to lht:
project, or, dl"olullon oflhe partnership, hsrminalion other corporallon,
or diaamliation of tho prlnclp.lIy Inyolvcd emploYi:IS, Ibo lurvivinl
mlSmhen of the CONSULTANT h"Nh)' agNIS 10 complelo thIS work
und"f Iho term. or lhl. AOREEMENT, 1( rcquuled to do 10 by Ihd
AOENCY. '111e lubaccllon shan nol blS a bar to Nncgotlallon of thIS
AGREEMENT belw..n th. .u",lvln, m.mhon or'h. CONSULTANT
Ind th. AGENCY, If th. AGENCY .0 ehoo....
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In tho evenl or tho death of tn)' of thl3 panic. Ulded In tho prcvlou.
plragr.ph,.hould 1110 IlJf'\Ilvlo, mlSmhcrs "fthi: CONSULTANT, with
tho AOENCY'. concurrencc, dlS.lro 10 termtnallS 1111. AOREEMENT,
pa)'mdnl shill ho made a. acl fonh In thIS .eoond p.ra.lltlph of tht.
.oction, '
.
Paymenl for any part or tho wnrk h)' the AOENCY Ihlln nol con.lltull,
I wllver by th. AGENCY or Iny r.medl.. or Iny 'yp. I' mlY hlv.
1,llntllh. CONSUr:rANTror Iny h.....h orthl. AGREJ!MENT hy 'h.
CONSULTANT, or ror r.llu... nr'h. CONSULTANT 10 p.rrorm work
...qul...d of II hy th. AGENCY. Fum....n.. or Iny riuhll undor 'h.
AOREEMBNTwl1l nal cafl:dllulll w.lvISrofdnlllhtmdnllO "xoNI." Iho'd
riUhll wllh ....p.el'o Iny flllu.....' nr omllllon hy th. CONSULTANT.
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CHANGES OF WORK
The CONSULTANT shan make such chan,c, and revisions in the
complet~ work of this AOREEMENT a. necelsary to correcl errors
appearing therein. when required 10 do 10 by the AGENCY. withoul
additional compcllAlion thereof. Should the AGENCY find it desirable
for its own purposes 10 have previou!lJy alilractorily completed work or
p'U1S thcreof changcd or revised, Ihe CONSULTANT shan make such
revisions as direcled by the AGENCY. This work shan be considered
as Extra Work and will be paid for as herein p..~,vided under Section
XIV.
XI
DISPUTES
Any dispule concerning questions or (acl in connection with the work
not disposed of by AGREEMENT between the CONSULTANT Ind the
AGENCY shall be Nferred for dctenninalion to the Director or Public
Works or AOENCY Engineer, whOle deciaion in the mailer .han be
final and binding on tht: partics of this AOREEMENT, provided
howevcr. that if an action i. brought challt:nging the Din:clor of Public
Work!! or AGENCY Engincdr'. dcclsion, that decision shall be lubjecl
10 ~judidal review.
XII
V~::'iUE, APPLlCAIII,E LAW AND
P~:RSONAI. JURISDICTION
In the l3v~n' thai cither pany d""ml it necessary to inslilule Icgat action
or pro:eedings 10 enforce any risht or ohligation under this
AGREEMENT, the panics heNlo aSNe thai .ny such aclion .hall be
initiated in the Supe"orCoun orthe Slale orWuhinglon. aituKled in the
counly Ihc AGENCY II loclted in.. The panld. hdrcto asrcc that all
qUlSltinn. .hall be resolved by applil:alion of WnhinKlon law and thai
IhtS panica to .uch action ahan have the rillhl or appeal from .uch
dlSclllon. or tho Superior Counln accordanco with the I.w. o( the St.ths
of Wa.hlngton, Th~ CONSULTANT hlSNhy conlCnla 10 tho personal
Juri.dlclion or the Superior Coun or tho Slale of Washington, .itualed
In which the county the ACiENCY i. tocaled In.
XIII
L~:GAL REI,ATIONS AND INSURANCE
ThIS CONSULTANT.haU compty with all Federal. Slatd. and loull.w.
.nd ordinance. appllc.bloS 10 Ih" work 10 ho donlS undlSr thl.
AGREEMENT. Thlo AGREEMENT .h.1I b.lo'.rpre'.d and enn,'ru.d
In accord with tho IIWI of Wnhlni'lan,
Th. CONSULTANT .h.lllnd.mnll'y .nd hold th. AGENCY .nd the
STATE, .nd Ihelr oMett. and cmr1o)'eo. h.rmlo.. from and m.1I
procOIl and de rend allll ou.;n ClXp"n.o, alt ol.lml, demandl, 01' .ult. II
law or "qulty ari.ln, in whold or In p.n frnm tho CONSULTANT',
neallg"neo or bro.ch or any or h. obllg.tlon. under lhi. AOREEMBNTI
provld.d 'hi' nothlnll he..ln .hall ...qul... . CONSULTANT 10
Ind.mnll'y 'h. AGENCY .nd Ih. STATE ","1011 .nd hold h.nnl... th.
AOENCY .nd Ihe Sl.le (rom olalm., d"m.ndl or .ulta blllcd .oloty upon
Ihl3 conduct or Iho AOENey .nd Iho STATE, Iholr 'Jonl', omcer. and
dmployul .nd pN\lldCld l\.lMhl1r Ih.t Irth" ol.lm. or lult. are cau.ed by
or NIUII (rom Ihe concumnt n'allgenco of (.) tho CONSULTANT'.
Ig.nl.nr .mrlo)'o" and (b) Ihd AOENCY and th. Slalo, II1t'r .,enl',
om.... .nd .mrloy.... Ihl. Ind.mnlty provlolon with ....p.el '0 (I)
ol.tln. nr aulll bawd upon .uch noallg.nod, (2) tho ooat. to 1110
AGENCY Ind th. STATE or d.r.ndln,.uch el.lmllnd "ul'", .tc. 111111
h. valid .nd .flr"re.lhl. only '0 th. ....n' or the CONSUI.T^NT'.
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negligence or the negligence of the CONSULTANT'. .g':OI' or
employees.
The CONSULTANT'. relation to the AGENCY shall be al all times as
80 independent c:ontraclor.
The CONSULTANT shan comply with Tille 51 RCW.
Unless otherwise specified in the AGREEMENT, the AGENCY mall be
responsible for administration of construction contracts, if any. on the
project. Subject to the processing of an acceptable. supplemental
'arcement. the Consultant ahan provide on-call assistance to the
AGENCY during contract administration. By providing such assistance,
the CONSULTANT shall assume no responsibility for: proper
consllUetian tcchniqucl,job site IArely. or any construction contracton
failure to perform itl work in accordance with contract documents.
The CONSULTANT shan obtain and keep in force during the tenn. of
the AGREEMENT, or a. otherwiliC required, lhe following insurance
with companies or through sources approved by Ihe SlaCe Insurance
CommilJioner pursuant to RCW 48.
In.'iuranc:e Conrage
A. Worker". comp.:nsalinn an.J employer"a liahilily
in.urance as NquiNd by lhe STATE.
B. RCJ:ulllr public liabililY and property damage
Insurance in an amounl nnll!:,s than a single limit
of one million and 00/100 Dollars
(51,000,000.00) for bodily injury, in~ludinJl dealh
and propeny damagc rcr nccurrencc.
Excep1in8 the Worker. Compensation insurance and any professional
lIahilily insurance secured by the CONSULTANT, Ihc AGENCY will
be named on all cdnificalu of insurance ., an sddilional insurcd. The
cenUicalcs of inftunnce shall cuvcr lhc work IJlceificd In or pcrformed
under lIti. AGREEMENT,
All In,urance shall be obtained from an insurance company authorized
to do bUllnclJ in lhc Slale of Wuhinglon. Thl1 CONSULTANT shall
submit a ccnificatc orlnlurlncc.. oUlllned ahove whhin 14 days of the
exocullon of lhil AGREEMENT 10 the AGENCY. No cancellallon of
tho forogoing policiol Ihall bo effcclive whhoul Ihlny (30) daYI priur
nolico 10 tho AGENCY,
Tho Consuhanl' profelllonal lIabllily Ihall he IImllcd 10 the amounl
payahle under lhla AGREEMENT or onl1 million dollArs whichever II
lito Il1l1er,
ThD AOENCY wl1l pay no progre.s pa)'menta undl3r'Sectlon V until thl3
CONSULTANT h.. l\Jlly complied wl1h Ihl. ..etlon. TI,l. ",medy I.
not exclullva; and lito AGENCY and the STATE may lake .uch olhu
ICllon II I. Ivanahla 10 them under olher provision. or 1It1.
AOREEMENT, or otherwise In IIIW,
XIV
EXTIIA WORK
A, Tho AOENCY m.y al any lime, by wrhlen ONU, makl3
eh.n,..wl1hin Ihe 8.nml ocnpe or,he AGREEMENT In lite
aorvlcOllo bC'l porronn"d.
D. If Iny .uch chll"ao CaUloa an Incnluo or dOl,1fCua In the
aadnllled coal of. tJr tho limo tdqulNd ror, rcrromlllncd of
.ny p.rt or lito work undot Ihl. AGREEMENT, wholh.. or
not chllnaod by tho oNer. tJr olhl3rwild arT"cl' .ny olher
lorm. .nd ,nndlllon. or 1ho AOREEMENT, Ih. AOENCY
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&han make an equilablo adjultment in the (I) maximum
amount payable; (2) delivery or completion schedule, or
both; and (3) other affected tcnns and shall modify the
AGREEMENT .ccordinaly.
C. The CONSULTANT mult submit its -request for equitable
adjuttmcnl- (herelfter referred 10 a. claim) under Ibil clause
within 30 days from the dale of receipt of the written order.
However, iflhe AGENCY decides th.lthe faclsjuslify ii, Ibe
AGENCY may receive.nd act upon a claim submiued before
final payment of the AGREEMENT.
D. Failure 10 .gree 10 any adjuslment shall be a dispule under
the Disputes clause. However nothing in this clause &han
excuse the CONSULTANT from proceed in, with the
AGREEMENT as changed.
E. NotwilhSlanding the lenns and condition of paragraphs <a)
and (b) above, the maximum .mount payable for this
AGREEMENT, shall nol be increased or considered 10 be
incrcllcd excepl by specific wriUen lupplement to this
AGREEMENT.
XV
ENDORSF.MENT m' PLANS
Th", CONSULT ANT Ihall pllce hi. endorscm~n' on III plans, eslimat~s
or In)' other engince:ring data fumish",d hy him.
XVI
t'EDERAI. AND STATE REV":W
The: Fed.:ral Highway Adminlslralion and thd Washinglon Sial",
J).:panntc:nl of Transportalion thall have lite righl to participI'e In the
revll:w or examination of lhe work in progre.s.
XVII
CERTIFICATION m' TilE CONSUI,TANT AND TilE AGENCY
AU.1ched h.:relo al Exhlbil .A~I-, Ire the Cenllicationl of the
Consullanl and the ARdncy, Exhihit -A~2- Cenineatlon n:allrding
d.:barmcnl. .u.penllon and other rc.pontlbilil)' milieu . primary
covcNd lransaclionl, Exhibit -A~3- Cenincalion rl:gardina thl:
reslril.llilms of lhc use or Federall\md. for lobbyin" and Exhibil - A~4-
Certificale OrCUrNnl Cost or Pricing Dall. Exhlhitl -A~3- and -A-4-
aN onl)' NquiNd in Asn:cmllnl. over $100,000.
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XVIII
COMPI,ETE AGREEMENT
Thill documdnl Ind rofdronced aUlchmen'l conlalns all covenanta,
IllpulDllonl and provll11onl agreed upon by tho partlo.. No aaonl, or
rcpt'fl\4nl.live or ohhl3r piny hn luthorlly 10 mlto, and the partiel shall
nol b" bound by at be nlhl" ror, any 1..lemcnl. roprelOnlallon, proml"
or a,rolJmCnl not Nt forth heroin. No ChlnaClt Imondmenll, or
modlnaa1fons oflhd lerml heroohhaU he vIlId unlclI reduced 10 wrltlna
and Ilaned by the pal1loaa. In amendmenllo Ihil AOREEMEN1",
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XIX
EXECUTION AND ACCEPTANCE
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Thla AOREEMENT m.y bo .lmull.neou.ly ..e,uled In ..vo",1
cnuntdrpllr1I, IlIIch of whleh .han bo deemed 10 be In on,lnal hlvlnl
Idenll,alle,.lorre.., TIIO CONSULTANTdoo. ho",hy ",111\' and .dopl
all .lllements, repro"nl'llon.. wamnllea, covonantl, and aareltmont.
conl.lndd In Iht l,ropolIl, anll th" lupponln. mllerial. lubmlnod by tho
CGNSULTAI\"T, .nd """. h.",by.e,.pllh. AOREEMENT and '1"'''
10 all of the IlIntl. and condltlonl thcrelor.
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&~lbi' AGREEMENT as .rlb. day and yoar fin.aboyewrillen,
Approved .s to form:
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Proscc:ulin, Attorney
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EXlIIBIT A-I
CERTIFICATION OF CONSULTANT
Project No. CR09S3
Fed Aid No. RS.OI6H0021
County Jefferson
I hereby c it} that 11m ~. L, "Be-Y2'S~etl...nd duly authorized repreacnlllivc o(thc
linn of ft-(c: A-'W\ eo, whose address is
a "JII snd that ncilhcr I nor the above finn
I here rcprclilent h,n:
ea> Employed or retained for a commission, perccnugc, brokerage, contingent fce or olber consideration, any linn or person (other than a bona
fide employee workinz solely for me or the above CONSULT ANT) to .otieil or secure this contract.
(b) Agreed, .. an cxprc.. or implied condition for obtaining this contract, to employ or relain the scrvice. of any linn or person in connection with
carrying oul the conlnct.
(c) Paid, or .,tccd 10 p.Y, 10 any firm. organizalion or person (oth..:r than I bona fide employee working 101~ly for me or the above
CONSULTANT) any fcc, contrihution, donation or conlid~ralion of any kind for, or In connecllon with procuring or carrying out the contract;
except al here expressly slaled (if any):
, funher certify that the firm I hereby represent is aulhori7.cd 10 do business In the Slale of Wuhinrlon and that the firm ia in full compl:ance with the
requiremenl' of the Board of Profe..ional Regislration.
'acknowledge thai this certlficale ilt to be availahle 10 the Slale D.:partmcnl ofTran!ponalion and the Fedel'll) Hishway Admini.IRlion, U.S. Departmenl
ofTran.portalion, in conncclion wilh thi. conlnel involvinJl particlpalion of F-:dcral aid fund. and is luhjccllo applicahle Sla'" and Fcdcrallawl, both
criminal and civil.
?~D'.lhe ~L ~./.?, / /
"1 Sign.lur/~~
CERTIFICATION OF AGENCV m"FICIAI.
'hoRlby cenlf'y thai I am the AOENCY omel.1 or the CounlY of Jerrerson Washinglon and Ihal the ahove conlullina finn or hi. represenlllivd hal
nol been required, dlrcclly or IndlNclly .. an CXPN" or ImplllJd condition In connection wilh oblalning or carrying oullhl. conll'lollo:
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(a) Employ or relain, or 'Bred 10 employ or relaln, any firm or pCll'l<ln, or
(b)
Payor aaree 10 pay 10 any firm, penon or Or.l:l017.11100,Ioy fCIJ, contribution, donallon or consIderalion of any kind, ClCcepla. hero expreslly
,1.led (lr .ny).
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I Icknowledao Ibal this cortlncala I~ 10 be Ivan.ble 10 th13 f'cdoral HlahwlY Admlnl.tratinn, U,S.. DClpartmonl of Tranllpnrta'lon, In cORnacllon with Ibl.
conlraellnvolvina partlclpallon of Fedoral aid highway funda and I. lubJocllo appllcabllJ Sllte and Flldorallaw., both criminal and civil.
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EXlIIBIT A-1
CERTIFICATION REGARDING DEBARMENT, SUSPENSION. AND OTIIER
RESPONSIBILITY MATTERS - PRIMARY COVERED TRANSACTIONS
J.
The prospective primary participant certifies to the besl of its knowJcdBc and bl:ticf, that it and ils principals:
<a> Arc not prclCntly debarred, cuspcnded, proposed for dcbanncnt. declared ineligible, or voluntarily excluded from covered tnnsactiona
by .ny federal department or alene)';
(b) Have not within a three-year p<=riod preceding this proposal becn convicted of or had. civil judgment rendered e,ainal them for
commission or (ruud or a criminal ofl't:nsc in eonncclion with obtainin" Iuclnpling 10 obtain. or perronnins a public (feden1. atate.
or local) tranaaction or eontncl under a public transaction; violation of rcdend or stale GOlitrult .tatuc. or eommiuion of
embezzJemenl. theft, forgery, bribery, f.tliliealion or dellruclion of reconSa, makin, (,114 IUlemcnts, or receiving Ilolen property;
(c) Arc nol pUlenlly indicled for or otherwise criminally or eivilly ~hara:ed by' governmental enlily (federal, ltale, or local) with
~ommi..ion of any of !he offenscl enumcl'lIled in paraeraph I.b. of Ihi. eertifiealion;and
(d) lIave nol within a three~y.ear period prc~cding Ihi. applicllionlpropoAI hod one or morc public lransactions (federal. .laIC, or locII)
lenninalcd for caulC or dcrlull.
1.
, Where lite pro.peclivc primary p.,licipanl i. un.bl", 10 c~tlify 10 any of IhlS .tal"m"rus in thi. certincalion, .uch prosp~clive participlnl shall
IlIlCh an explanalion 10 this proposal.
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rc.idcnt or Authori7.cd Offil:ial of Conlullant I
(Signalure)
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EXlIIBIT A.3
CERTIFICATION REGARDING TilE RESTRICTIONS
OF TIlE USE OF FEDERAL FlJNDS FOR LOBBYING
The prospective participant certifiel, by .ianing and submitting this bid or propoaal. to the belt of hi. or her knowledge and belief, that:
1. No Cederal appropriated fundi have been paid or will be paid, by or on behalf of the undcnigncd, to any pCfIOn influencing or al1cmptina to
inOuence an officer or employee of any redenllgency.. member of ConBress, an officer or employee of CaRsten, or an emptoyee of &I member
of CODgre..;'n connection with the awarding of any federal contract. the making of any Ccdcralgrant. the making of any fcdcl'lllloan, L'lc cntcrin.
inlo of any coopcntive Igreomcnl, and the extension, conlinuation. renewal, amendment, or modification of any federa1 contract, ,rant. lotn.
or cooperative agreement.
2. If any IUndl other than (I:deral appropriated funds h.ve been p.id or will be paid to any penon (or innuencing or attempting to influence an
officer or employee ohny federal'leney. a member of CongR", an officer or employee or Congresl, or an emplo)'ecoh member orCongrcl5
in cOMection with thi. federal contract, grant. loan. or cooperative agreement, the undeni,ncd.h.1I complete and lubmit Standud Fonn.LLL.
-Dilscloauro Fonn to Report Lobbyins, - in accordance with itl in'INction..
9
Thil cenificalion i. a materia1 reprellentalinn of r.ct upon which reliance WII placed when thil 1"InAclion WII mad~ or en1cnld into. Submillion of thi,
ccnification i. a prcrequillit-= rOt makin, or en1ering into thil lranuction impoNd by S.:ctinn 1352, Till" 31. u.s. Codl:. Any person who rails to file the
required cenific.tion sh.1I be IUbjcct 10 a civil penalty of not 11:11 than SIO.ooo and nol more than $100,000 for each .uch rlilure.
Tho prospective participanl also asreea by lubmitting hi, or her bid proposallhal he or &hI) ahall require Ihal the lanaluIge or thi. cerlificalion be included
in aU lower 1iet .ubcontnct. which exceed $100,000 and thai III .uch lubrccipil::nl. .han certif)' Ind disclose Iceotdinsly.
1z~n'~inn2r~~~gc"/dr-,
(Dlte) President or Authori7A:d Omclal or Consultant
(Sia:naluN)
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EXlIIBIT A-4
CERTIFICATION OF CURRENT COST PRICING DATA
nil i. to certify that. to the bell of my knowledge and belief. the cost or pricing data (IS defined in section IS.801 afthe Federal Acquisition Regulation
(FAR) and required under FAR subsection 15.804-2) submitted, either actually or by .pccific identification in writing, to the contracting officer or to the
contracting officer", representative in support of . arc accurate. completc, and currenl as of ... Thil certification
include. the colt or pricing data supporting any advance agreements and forward pricing nlc agreements between the offeror and the Government that arc
part of the propoul.
nrm~ev-~~
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Till.~.;o ~.f""'-'
Dale of exccution... ~ ~ k~
. Identify the proposal, quotation. request (or price Idjustment, or other submission involved. giving lhe Ippropriate identifying number (c.g., RFP No.).
.. JnICrt lhc diY, month, and year when price "Caoti.lion. wcre concluded and price agrecmenl was rClt;h~d.
... Insert the day, month, and year of signin,. which .hnuld b.., as close a. pracdcable 10 the date when the price ncgotialion. were concluded and the
conlr,cl price was .greed to.
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EXIIIBIT B-1
SCOPE OF WORK
Chimacum Road ImDrovement
Proiect No. CR09S3 Fed. Aid No. RS-0161-(OO2l
OBJECTIVES:
Phase t; Plans, SpecirlCatiOD5 and Estimate:
Objective of Phase I; The proposed work is to provide En,ginccring services necessary to develop and prepare complete Right of Way Plans, Legal
Descriptions, Conslroction Plans, Specificalions, Estimates, and Final Contract Manuscript for the ultimate advertisement, bidding and construction of
Chimacum Road Improvement.
Pbase 2; Project ManagemeatlConstroc:tion Engineering:
Objective of Ph.1e 2. The proposed work. i. 10 provide Engineering ICrviccI necessary for providing construction acrviccl for Chimacum Road
Improvement. and anisl the County durinJ: the construction phases for this project, of which Plans and Specifications wcre prepared by Paramctrix, Inc.
The work IJccomplillhed durin&, Phase I . (plans, Specifications, and Ellimale) will beller define the al:ope of work and Inks for Phase 2 . Project
Mana&,cment/Con.INclion Engineering. ThercroN, baaed on inronnalion ,ellthered durin,e Phase I, the Consullant may be considered for subsequent phase.
depending on the Consultsnt', satisfactory perfonnance on prior work and nes01ialion of agreemenl for the luhao:quenl Phase(s).
SCOPE OF WORK. PhILlie 1: fMtUlll. SUt'Cificntifulll and F..'1ti11l8Ie):
The Consulunt will be required 10 develop riSht of way plans, legal description., design, cons1n.h::lion layout plana, special provisions, estimates for time,
malerial cosls, breakdownors:roup funding participation, and final contract documenl. ror improving 0.35 mile Chimac:um Road, M.P. 0.0610 M.P. 0.41,
together with rilhl of way and slreel configuralions of five (5) inleuecting Counly Road., inc1udin,i commercial and privale road approaches.
The Conlulunl shan be requin:d to anal)'1.e exbting preliminary plans llnd evaluate previously gathllrcd field infonnation to IUlment arid facililate final
delign of right or way plans and construction plan confi,uration.. The Consultant will eSlahlish finsl horizontal and vertical elem-=nt. of lhc ro.dway. on
.uch mallon II a1ianmonlS, prom.:., location or curb., edl':! of pavement, lidewalks, Ilorm drainl, ro.d approachel, fence., elc., for completion and
procesllna of aU plan. and documenl. nccelllry for the orderly pmaNII of the proj.:cltn conslruction.
All work shall be relllive to Wuhlnalon St.la PI.ne Coordinato Sy'lem and cOrNlato whh previou. work complelad by the Ascncy. All riahl orway ptanl,
legal descriplionl, conltnaction pl.ns, dellgn criteria, maleriall, .nd lnltlnallon procedure., and Itandards will bIJ In accordsnce with Fedcnl and Slate
(WSDOT) speclficalions, excepl II modified by JeITerlOn CounlY or to address.peclfic projel:t ncedl. All Plans will follow WSDOT Slandard., completed
on AUloCAD Releale II, and be lran.ferred to lhe Aaency'. engineerina compuler. Legal description. .nd final conlnct manuacripl will be prepared,
a.scmhlcd, and ttlln.fcrrcd 10 the AgencY'1 enalneerinlJ computer utilizing WordPerfecl Vdrslon S.O.
RIG liT OF WAY:
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The Con.ultant shanaasemblc and prepare plan. aqd le,al dClCriplinn. for tho acqui.hlon or permanent riaht. or'W~./t IncludinB "asemenl., permita, elc.,
nceelllry for completion of thc plan. to meel Feddral rilhl or w.y acquisition tflquirements. Pncel delall. wUl bo calculated for each pareclto Includoj
10lallcreago lrol', .cruso required for project right or way, acreage remalnlna, ellemenl., permh., elc., and be ahown In a tabular USlln, on each plan
sheel. Acreagol for tolal parceltlkes (area between Old H.dlock Road .nd Chlmacum Ro.d) will be calculaldd for ftlndina panlclplllon requlremenl.
utlllzlnl Pederal and Counly panlclp.tlon limit.. Coplcs of compuler theel. Initlatcd by the Conaullant ror an area calculallon,'will be provided 10 the
Aaency.
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The Con.ultantlhlll pnl'pare righl ofwlY d4lcripllon. for ncccllary rilhll orw.,Y, CaIGment., Ind pennlt., Gte., ulina .t.tion and orrlOl delCrihdd ftom
project centerline, or when necdlury, by melca Ind hound. dcacripllon. Loaal deacriplionl will be tran.fdrrod to lho Aadncy', onxlncerlnl eompuler
u.lllzlo. Wordp.,r." Vortlon 5.0.
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ThG Conlultant shall f.e1l1tald lran,roror MUhl orw.y pl.n polnl' dlgllally compuled. 111G f:('lmpll"d plan datlsh.1I he provided to the AOENCV In I form.1
.ccoptahle 10 tho Aeoney, by Point number, x, Yt Z Ind dIJacriplor vlludI. Tho Conlultanlshan ptovldo Iho dlglt.1 and d'ta hUd polnl.lo tho Agoncy'.
engineering computer on mlanello modll u.lna DOS complllblo, 3.5" hlah dcn.hy, double .Ided dl.kelldl.
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Tho Conlullantlhlll pNlP'ro nnll con.INcllon layout plln. nqulredror lho uhllNlo bid advenl.oment orthil proJecl. Plan, .hall b. prep.rod with .uch
provlllon Ind In Iuch delalll. 10 pennlt Iho convenlontllyoulln Ihll field ror con.trucllon Ind other Pllrpn.u, whhln . dClltcO or Iccuracy aocoptahlct to
tho Aacncy. PI.n. .hall be In .ueh &lGIIIII II 10 pormlllhCl dovGlnpll1ont ofan leaur"l. a'llmale or quanlltl.. ror tho lldm. or work 10 be perronnod, Final
contract pllnl luhmlllod to Ihe Agcnoy will ho dClllnll.h,d on 2".x 36" FodGral Aid Plan .hccl .11.0 ar Mylar It. cnnwnlllnl ullhl, '1:.1,. Anlen.rlna to
b. or Lemy qUln.y.
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Plans will foUaw WSDOT Standards. and generated electronic:aUy using AutoCAD Release 11. The CONSULTANTS AUTOCAD data mull have
compatibility and capability of bcina tranarcrrcd to the AGENCY'. enaincering ~omputer for da.. transfer. The Consultant shan provide elc~h'onic medii
MCeINty for traOlrer of this data to the Agency. on DOS compatible. 3.5- high density. double aided diskettel.
Pointa es..blished. diaitally computed. and compiled shan be in a format by Point Number, X, Y, Z and descriptor valuel. Prior to final delivery all diailal
infonnation will underao a complete digital-cdit to allUre cartoaraphic completeness.
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Plans will include, but not limited to:
Vicinity Map. Index. Legend. Summary of Quantities with Group Fundin, Partieipation tabulation. Quantity Tabulation, Slructure Note.,
Roadway Scc:tiOnll. Plan and Profiles, Pavin, end Alia-nmenl Plan, Exislina and Proposed Slorm Draina,e Facilitie., DriveWAYS (eommercial
.nd priyate), Road Intcncedon Detail. (20 teales). Parkin, Lol Grading Plan. Paving Details (pavement clevalion chart, pavernenl prelcvel chart.
pavement rcmr",vallirnill, eut and fiJllimitl. curb limib chart. coneretc drivewa)' chart, azphalt concrele driveway ehart. JUide pOlt installation
diapm. guidepost localion chart). c:haMcli7Jlilion. Sij:ning Plan. existing ulililies, Monumentation Plan. miscellaneous details unique to tit"
project, and details other than Standard Plans avanable from Ihc Statea'll Standard drewin,s.
The Consultant chili prepare a Jill of nece..ary ilems required to be incorponted in the proposed work. The Consultant shall prepnc a detailed c:OIl.
estimab' (En,.ineen &limate) for neccaury maleriar quantitiel and itellUl involyed in the work to be accomplished for this projecl. List bid items showing
quantity. unit of measure. unll eost, and tolal c:ost fer each, mlins nomenclature C1dopled ror GpCcHic bid items al they appear in the currenl Waahin&1on
Slale Standard (Iem Table.
The Consultanc shan prepare and submit ncC.:lsury documental ion to th.: D.:partmenl of Natural rcsou~ea for p.:rmils to lemporarily remove P.I. monumenl
at Old Hadlock ROad Intel'lCcllon. and identify an Ihe Riahl-of.Way plan property comen impaet.:d by propolled eonslruetion ac:livhiel.
The Conaullanllfulllass::mble a work schedule 10 eslimate r.:lOurce allocation and tra~k r.:1C)urce~ nllcd.:d fo\' th" project. The Consultant shan then prepare
. conslNedan timo e.limat'" 10 Nna~t lolal eslimal.:d tinw 10 eompl~lc th", praj"C:l. In~luding .p!:ciOe ilems or work under cleh 1~livity.
The Consultant .hAII wrilc speelll provi.ion.. for inclusinn inlo Wi: conlract whcn any bcm' is nollltandud or sp..:eified in Ih~ Walhinlton Sial" Departmenl
or TrAnsportation Standard PlaM, St.ndard SpeciOealiona. or Special Provision Ivailable althe lime.
Tho Conlullanlshan prepare a con1pl.:te PNliminary (for review) and ori,inal contract provirion manusc:ript requir",d for the ultimate .dvertiaemCrll of tho
project. Tho conlracl formal than be prcpaNd usina Washinalon Slale D..:par1m.:nl orTran,porlalion nomenclature and documcnl ronnat whieh may ineludo;
Call ror bida, Amcndmdntl To Thlf Standard Specificalion" Special Provisions. RcqulNd Conll.ct Proviaions for Federal-Aid Conlllruellon Contracl.,
PreYllillna Minimum Hourly Wage Ratea, Slandlrd Plans. A,feemcnl.. Proposal, ele.
The eompleled contracl manuscript shan be submillcd b)' Ill" Consultant to Ihe Agenc:y in WordPcrreel Veralon 5.0 on DOS compalible, 3.'- hi.s:h densb)',
douMo sided diskelto".
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DOCUMENTS TO BE FURNISHED BY TilE CONSULTANT
One (1) copy of right of way Compuutiona (total areas, niht of way take areas, rcrnainin, arcel, pcnnits, agreement.).
One (I) copy ofprelirninary right of way leia) dcacriptions (or Agency review.
One (1) cop)' of linal project right of W.Y legal descriptions (riJbt of way take. penna., Igrecmcnll).
One (1) copy of final project right of way !cJ:al dcscripliolUJ on electronic media ncccuary for data transfer 10 Agency computer ulilizin, DOS compatible
WOldPcrfcct 5.0.
One (I) let ofprcliminary right of'way plans on 24.x 36- FcdcnJ Aid sized sheeta on reproducible Vellum fot Agency review.
One (1) original leI of (i1Ul1 right orway plans on 24." 36- Federal Aid stud aheeu on Mylar.
One (1) copy of fiMI nah1 of, way plans on electronic madia necessary for data transfer to ABcncy computer uli1izing DOS compalible AUloCad Venion
11.
One (I) let ofpreUmiMry contractdrawing:a prepared on 24.x 36- Federal Aid ,izcd sheels on reproducible Vellum for Agency review.
One (1) origirull set of tiMI completed conlract drawing. pn:pll'ed on 24.x 36 - Fll:deral Aid sized sheet on Myl., for work prepared under 1hi. aa:rcemenl.
One (1) onlinel of projecl work achcdulc wilh records of cah:ulalionsand usumpliolU USl:d.
One (I) copy of co.t c61imatc breakdown (Engineers E.limale) for aU malerials tn be used in th<l conslNclion of the pNject.
One (I) copy of special provisions wrinen by Canluhant for inclulion inlo the conlract when Iny hem i. notllandard or Ipecified in the WuhinSlon Slate
Department of Tnn'por1ation 5landln! Planl, S.andanl Specifications, or Special Provision available al the lime.
One (I) copy ofprcliminary conlracl provision manuscript
One (I) oriatnal compleledconlracl provision manuscripl.
One (I) copy of compleled conlrac1 provillnn manulCripl on electronic media necessary for da11 Iran.fer 10 Alency computer ulilizina DOS compatible
WordPerfecl Venian 5.0.
Onc (I) reproducible Vcllum copy of the Onal pInt of the roldway templale on thl) oriJiMI cro.. section. for projecl m.dway..
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DOCUMENTS TO BE FlJRNlSIIED BY TilE CONSULTANT (coot.1
One (I) copy of lubmined D.N.R. application (or permit to temporarily remove existing roadway monumcnlalion II P.I. of existing Old Hadlock Road
and property comers impacted by construction activities.
Electronic Media ncccaury for data transfer to the A.ecnc:y'. engineering computer. All plans to be AutoCAD Venion 11. Le,I. Descriptions and computer
manuscript 10 be on WordPerfect Venion 5.0.
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PHASE 1: PLANS SPECIFICATIONS. AND ESTIMATE;
TASK 1- RIGHT OF WAY DESIGN;
WORK COMPLETED UNDER TillS TASK WILL INCLUDE THE FOl.LOWING:
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I. PROJECT REVIEW COUNTY WORK
2. CALCULATE TOTAL PARCEL ACREAGE AREA
SHEET I R/W PLAN I PRINTOur. CDGO
SHEET 2 R/W PLAN I PRINTOur . CDGO
3. CALCULATE R1GIfT OF WAY TAY.E TOTAL ACREAGE
SHEET I R/W PLAN I PRINTOur . COGO
SHEET 2 R/W PLAN I PRINTOur . CDGO
4. CALCULATE DRAINAGE IlASEMENT AREAS
SHEET 1 R/W PLAN I PRINTOU'f. CDGO
SHEET 2 R/W PLAN I PRINTOur . COGO
5. CALCULATE CONSTRUCTION PERMrr AREAS
SHEET 1 R/W PLAN I PRINTOur . COGO
SHEET 2 R/W PLAN I PRINTOur . CDGO
6. WRrrElPRINTOUTfJ"RANSFER RIW LEGAL
SHEET I R/W PLAN I PRINTOur . COGO
SHEET 2 R/W PLAN I PRINTOur . CDGO
1. WRrrEIPRINTOln"fJ"RANSFER DRAINAGE EASEMENT AREAS
SHEET I R/W PLAN I PRINTOur . CDGO
SHEET 2 RIW PLAN I PRINTOur . COGO
8. WRrrElPRINTOUTfJ"RANSFER CONSTRUCTION PERMrr AREAS
SHEET 1 R/W PLAN I PRINTOur . CDGO
SHEET 2 RIW PLAN I PRINTOur . CDGO
9. WRrrElPRINTOln",",.ANSFER ROAD APPROACH LOCATIONS
SHEET I RIW PLAN I PRINTOur . CDGO
SHEET 2 RIW PLAN I PRINTOur - COGO
10. PROJECT REVIEW CONSULTANT WORK
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WORK COMPLETED UNDER TillS TASK WILL INCLUDE TilE FOLLOWING:
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I. PROIECT REVIEW OF COUIITIES WORK
2. MERGE OLD HADLOCK ROAD INTERSECTION
3. MERGE CUT AND FILL LIMIT ON RIW PLAN
SHEET I RIW PLAN
SHEET 2 RIW PLAN
4. DRAFT TaJ"AL ACREAGE PARCEL AREA
SHEET I RIW PLAN
SHEET Z RIW PLAN
S. DRAFT RIGHT OF W A V TAKE TOTAL ACREAGE
SHEEr I RIW PLAN
SHEET 2 RIW PLAN
6. DRAFT DRAINAGE EASEMEIIT AREAS
SHEET I RIW PLAN
SHEEr 2 RIW PLAN
7. DRAFT CONSTRUCTION PERMITS
SHEEr I. RIW PLAN
SHEEr 2 RIW PLAN
8. PLaJ" FOR REVIEW I VELLUM RIOIIT OF WA V PLAN
SHEEr I RIW PLAN
SHEEr 2 R/W PLAN
9. PLaJ" FOR FINAL I MYLAR RIGHT OF WAY PLAN
SHEEr I RIW PLAN
SHEEr 2 R/W PLAN
10. TRANSFER PLANS TO AGENCY COMPUTER
II. PROIECT REVIEW OF CONSULTAIITS WORK
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WORK COMPLETED UNDER TillS TASK WILL INCLUDE TilE FOLLOWING:
I. PROJECT REVIEW OF COUNTIES WORK
2. STORM SEWER - LOCATE AND CALC GRADES FOR PIPE/GRATE/INVERT- ELEVATIONS
CHIMACUM ROAD - 6 CATCH BASINS
OLD HADLOCK ROAD AND PARKING LOT
5 CATCH BASINS
ADD OIUW ATER SEPARATOR FOR DRYWELL
@ CHURCH LANE
3. PAVEMENT ELEV ATIOH CHART
4. PAVEMENT PRELEVEL CHART
s. PAVEMENT REMOVAL LIMITS
6. SIGNING PLAN
7. MISCELLANEOUS DETAIL DESIGN
8. DETERMINE CUT AND FILL LIMITS
9. CALCULATE STATIONS FOR SUMMARY OF QUANTITIES
10. CALCULATE COMMERCIAL AND PRIVATE ROAD APPROACHES
II. ESTIMATE PROJECT TIME LINE
12. DETERMINE GRADING PLAN FOR PARKING LOTS
13. LANDSCAPING PLAN
14. CALC MONUMENTATION PLAN I GATHER EXISTING
IS. WRITE SPECIAL PROVISIONS FOR SPECIALTY ITEMS
16. ASSEMBLE FINAL CONTRACT MANUSCRIFr
17.
PREPARE AND SUBMIT A D.N .R. APPLICATION FOR PERMrrTO TEMPORARILY REMOVE EXISTING ROAD MONUMENTATION
AT P.I. OF EXISTING OLD IIADLOCK ROAD AND IDENTIFY ON THE RIGHT.OF.VlA Y PLAN PROPERTY CORNERS IMPACTED
BY PROPOSED CONSTRUCTION ACTIVITIES.
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18. PROJECT REVIEW OF CONSULTANTS WORK
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TASK 4 - DESIGN WORK , P.S. & E.:
WORK COMPLETED UNDER TillS TASK MAY INCLUDE BUT NOT LIMITED TO TIlE FOLLOWING:
CALCULATIONS OF QUANTmES AND COST FOR CONSTRUCTION USING UNIT COSTS AND QUANTITY TAKEOFFS.:
PREPARATION
MOBILIZATION
CLEARING FENCE LINE 3 FT. WIDTH
CLEARING fllNCE LINE 10 Fr. WIDTH
CLEARING AND GRUBBING
REMOVING S1ll.UCTURE AND OBSTRUCTION
REMOVING ASPHALT CONCRETE PAVEMENT
REMOVING TEMPORARY S1ll.IPING
REMOVING RAISED PAVEMENT MARKING
REMOVING MISCELLANEOUS TRAFFIC ITEM
REMOVING WIRE FENCE
GRADING
ROADWAY EXCAVATION INCLUDING HAUL
BORROW EXCAVATION INCLUDING HAUL
EMBANKMENT COMPACTION
STORM SEWER
CATCH BASIN TYPE I A
CATCH BASIN TYPE 2, 48 IN. D1AM.
TESTING STORM SEWER PIPE
PLAIN CONCRETE STORM SEWER PIPE 12 IN. DIAM.
PLAIN CONCRETE STORM SEWER PIPE 181N, DII.M.
PLAIN CONCRETE STORM SEWER PIPE 24 IN. DIAM.
SURFACING
GRAVEL BASE
CRUSHED SURFACING TOP COURSE
LIQUID ASPIIAL T
ASPHALT FOR TACK COAT
CFMENT CONCRETE PAVEMENT
CEMENT CONCRETE APPROACH 3 DAY
ASPIIALT CONCRETt: PAVEMENT
ASpHALT CONCRETE FOR PRELEVELING CLASS B
ASPHALT CONCRE'rE PAVEMENT CLASS B
ASPHALT CONCRETE APPROACH CLASS B
EROSION CONTROL AND PLANTING
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TEMPORAR Y WATER POLLUTION/EROSION CONTROL
LANDSCAPING
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TASK 4 - DESIGN WORK / P.S. & E. Icool.l:
TRAFFIC
EXTRUDED CURB
CEMENT CONCRETE CURB AND GU"ITER
PLASTIC DRAINAGE MARKING
PAINT STRIPE
PAINTED GORE STRIPE
PLASTIC CROSSWALK STRIPE
PLASTIC STOP BAR
FLEXffiLE GUIDE POSTS
PLASTIC TRAFJolC ARROW
TEMPORARY STIUPlNG
RAISED PAVEMENT MARKER TYPE I
RAISED PAVEMENT MARKER TYPE 2
PERMANENT SIGNING
CONTRACTOR PILOTED TRAFFIC CONTROL
ADDITIONAL TRAFFIC CONTROL LABOR
ADDITIONAL CONTRACTOR PILOTED TRAFFIC CONTROL
TRAFFIC CONTROL LABOR
CONSTRUCTION SIGNS CLASS A
MAINTENANCE AND PRaTECTION OF TRAFFIC
OTIIERITEMS
MANHOLE UNDER 12 FT. 72 IN. D1AM. TYPE 3
OIL WATER SEPARATOR
STRUCTURE EXCAVATION CLASS B INCL. HAUL
SHORING OR EXTRA EXCAVATION CLASS B
GRAVEL BACKFILL FOR PIPE BEDDING
GRAVEL BACKFILL FOR DRYWELL
WATER
SURVEYING (1"0 BE DONE BY OTHERS)
MONUMENT CASE AND COVER (1"0 BE DONE BY OTHERS)
CEMENT CONCRETE SIDEWALK
END. CORNER. AND PULL FOR CHAIN LINK FENCE
WIRE FENCE TYPE 2
ADJUST MONUMENT CASE AND COVER
ROADSIDE CLEANUP
TRIMMING AND CLEANUP
CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAIN
END SIDIlWALK RAMP
REMOVING AND RESETTING CHAIN LINK FENCE
REMOVING AND RESETTING DOUBLE 14 FT
CHAIN LINK FENCE
CONNECTING TO EXISTING CATCHBASIN
ADJUSTING METAL FRAME AND GRATE
MOUNTABLE ASPHALT CONCRETE CURB
RESET WATER METER BOX
RESET WATER VALVE BOX
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TASK 5 - P.S.& E. DRAFfINq;
WORK COMPLETED UNDER TillS TASK WILL INCLUDE TIlE FOLLOWING:
I. REVIEW OF COUNTIES WORK
2. INTERSECTION DETAILS (20 SCALE)
(pLAN VIEW/DIST ANCElELEV ATIONS)
3. INSERT NEW OLD HADLOCK INTERSECT INTO DRAWINGS
RIGHT OF WAY PLAN (SHEET I)
ALIGNMENT AND PAVING PLAN
PROFILE SHEET PAGE I
PROFILE SHEET PAGE 2
DRAINAGE PLAN SHEET I
PAVEMENT MARKING SHEET I
SIGNING PLAN SHEET I
4. ROADWAY SECTION - MODIFY AND ADD
PLAN SHEET I
PLAN SHEET 2
S. ADD I SHEET- ROADWAY SECTIONS SHEET 3
(OLD HADLOCK'" TURNAROUND)
6. GROUP FUNDING CHART, QUANTITY BREAKDOWN
7. PAVEMENT PRELEVEL AREA CHART
8. PAVEMENT ELEVATION CHART
9. CURB LlMrrS CHART
10. GUIDE POST INSTALLATION DIAGRAM
II. GUIDE POST LOCATION CHART
12. LANDSCAPING CHART
13.
ADD UNDERGROUND TELEPHONE LINES BETWEEN TELEPHONE PEDESTALS
20 SCALE INTERSECTION DETAIL. SHEET 1
20 SCALE INTERSECTION DETAIL - SHEET 2
ALIGNMENT AND PAVING PLAN. SHEET I
ALIGNMENT AND PAVING PLAN. SHEET 2
DRAINAGE PLAN. SHEET I
DRAINAGE PLAN. SHEET 2
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DRAFT APPROACH PAVING LIMITS DETAIL FOR
ASPHALT DRIVES
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MONUMENTATION PLAN
16. GATHER EXISTING CORNER INFORMATION
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TASK 5 - P.S & E. DRAFTING (con'.):
17. DRAFT SIGNING PLAN
SIGNAGECHART-RELOCATION
SIGNAGE CHART -INSTALLATION
SIGNAGECHART-R~OVAL
18. MERGE CUT AND FILL LIMITS
20 SCALE INTERSEClION DETAIL - SHEET 1
20 SCALE INTERSECI10N DETAIL - SHEET 2
ALIGNMENT AND PAVING PLAN - SHEET I
ALIGNMENT AND PAVING PLAN - SHEET 2
DRAINAGE PLAN - SHEET I
DRAINAGE PLAN - SHEET 2
PA V~ENT MARKING PLAN - SHEET I
PA V~ENT MARKING PLAN - SHEET 2
19. MODIFY PAVEMENT M/.RKING PLAN
20. ADD I SHEET - GRADING PLAN - PARKING LOT
21. ADD I SHEET. LANDSCAPING PLAN
22. MISCELLANEOUS DETAIL DRAFTING
23. STORM SEWER PLAN REVISION / DRAFTING
MAIN DRAINAGE PLAN PROFILE SHEET
CATCH BASIN @STA. 3+75
CATCH BASIN@STA. 5+28.46
CATCH BASIN @STA. 6+82.02
LAWN STREET CROSSING
CATCH BASIN @STA. 8+48.94
CATCH BASIN@STA. 17+75.65. CL DETAIL FOR
OIL WATER SEPARATOR'" DRYWELL
I SHEET DRAINAGE PLAN FOR OLD HADLOCK
AND PARKING LOT
ADD OIL WATER SEPARATOR DETAIL
WITH DRYWELLCONNECTION
DRAFT PROIECTTIMIl LINE
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PRELIMINARY PLOT ALL PLAN SHEETS. ON VELLUM
FINAL PLOT ALL PLAN SHEETS. ON MYLAR
TRANSFER PLANS TO AOIlNCY COMPUTER
PROJECT REVIEW OF CONSULTANTS WORK
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PIIASE 1: PROJECT MANAGEMENT/CONSTRUCTION ENGINEERING:
TASK 6. CONSTRUCTION ENGINEERING:
The purpose of this task will be to provide project management! construction engineering services necessary for the construction of Chimacum Road
Improvement. The 'Nork identilied in Phatc I, (Plana. Specilicationsand Estimate) win idenlify varioulwork elemcnll required (or the cOJUlructionproccu.
Therefore based on infonnationgathercd d~.Jring Phase I, and to fulfill project managemcntlconstruclionengincering and onlite representation, the Consultant
may be considered for Phase 2, dependinz on lhc COlllUltant'. satiilfactory performance on prior work and upon negotiation of sgreement (or subsequent
_..(a).
Scope and Budget for this phase to be determined by supplement 10 this Agreement.
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EXlIIBlT C-2
PAYMENT
(COST PLUS nXED FEE)
Thc CONSULTANT shall be paid by the AGENCY (or completcd work and scrvices rendered under this AGREEMENT as provided hereinafter. Such
payment shall be full compensation (or .11 work pcrfonncd or services rendered and (or all labot, materi.ls. equipment, and incidental. necessary to
complclc the work specilied in Section 11, "Scope of Work." The CONSULTANT shall conform with the applicable portion of 48 CFR 31.
A. Actual Cosu
Payment for aU consulting services for this project shall be on the basis of th.: CONSULT ANT's actual cost plus. fixed fee. The actual COlt
.hall include direct salary cost, overhead, and direet nonsalary cost.
I. Direct Salary Cost.
The direct salary cost is the direct salary paid 10 principal., professional. technical, and cl~rical penonncl for the time thcy are
produclively cngaged in work nccessary 10 fulfill the lerm. ofthi. AGREEMENT.
2. Overflead Cosls
Overhead cosl, arc thOllC cosls oth~r than direct cosls which arc includ.:d as such on th.: books of the CONSULTANT in the normal
everyday keeping of its books. PregN" paymenls shall be made at the rate shown in the heading of this AGREEMENT, under
.Overhead Progress Paym.:nt Rale.. Total overhead payment shall be bued on the method shown in the head ins: of the
AGREEMENT. The three option. arc explained IS follows:
a. Actual Cosl: If this method is indicated in the hllading of the AGREEMENT, the AGENCY agrees to n:imbunc the
CONSULTANT the aclull overhead costs vcrifilld by audil, up to the maximum amount payable, authoriud under mil
AGREEMENT. when Iccumullled with all other aclual COstll.
b. AclUII COlli Not To Exceed Maximum Percent: If thil mlllhod is indicated in Ihlll headins: of this AGREEMENT, \he
AGENCY agreel 10 Nimbursc thlll CONSULTANT althe aClual overheld ratlll verilied by audit up to the maximum
percenlagc shown In the 'plce provided. Final ovcrhead paymenl when accumulatcd wilh all other actuII co'1I shall nOI
cxcelld the tolal maximum .mounl plyable shown in the heading orthi. AGREEMENT.
c. Fixed Rate: If Ihi. method I. indicalcd in th.: headins of the AGREEMENT. thIS AGENCY aarecI to reimburse the
CONSULTANT for overh.:ad II the p&:rcO"lage rate .hown. Thi. rale shall nnl chanie during the life or the
AGREEMENT.
A lummary or !he CONSUl~TANT'1 CO.1 cltimata and the ovcrh-:ad computation IN IUachcd hereto.. Exhibit 0.1 and by !hll
rerllln:lnCe mado part of thil AGREEMENT, When an AclUal COlt ml)lhod, or Actual Call Not to Exr:e-:d method II ulCd, the
CONSULTANT (prime and .11 .ubcon.ullan11) will .ubmlt 10 the AGENCY within three month, aner the end of each firm', liseal
year, In overhoad IChcdule in lhlll formll Nquircd by th13 Agency (coltcalegory, dollar upcmdlturCl, etc.) ror the purpose of adjullinJl'
the overhead rat", for billing PUrpOICI. It shall bl) ul4!d ror Ihlll compulatlon of proJl'l'Cl1I paymenl' during tho rOllowing yelt and ror
ratroaclively IdJu.tlng the previoul ycar'. oVtnhcad COlt 10 renecl the aclual rallll,
FolJure to supply thilllnronnnlIon by tither Ihe prime COII!IUUrolt or an)' or the lubcon."Iultants shall Close the Ileac)' 10
wltbbold payment or lb. blllod o..rb.od co.u uolU .ucb 11m. ... tb. required o,ronnol1oo l. recei.od aod an o..rb.od rot.
ror blllloa purpo.... Is oppro.od.
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The STATE and/or the FIJdlSral Oovcmmenl may perform In ludll or lho CONSULTANT'. bookt and Ncord, I' Iny time durina
"'aular bu.lness houri 10 delennln.. Ihe actual overhead rate. Ir they ao de.lre.
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3. DIl'Clet Non..lary COlli
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to lhe followlna lIoma: Irlv"l, prinllng, long dlltanga IlSl4phone, luppll.., computer chargn, and reCl or luhconlulCAnls. Air or lraln
lravol will nnly be rclmhur..d 10 economy el... Il,)YClI. unlc.. alhorwl.e approved by th" ADeNCV. AUlomobllo mllcage ror lravel
will b. rolmbur..d .1 ,b. curronl rol. .ppro..d ror AOENCY .mploy... .od .b.1I h. ,uppoll.d by Ih. d.l. .nd 11m. or..cb trip wllb
orialo .od dOllln'llon or .uch lrip., Sub.b'.oc. .nd lodglna exp.o... will b. rolmhuro.d .1 th. um. rol. II ror AOENCY
.mploy.... Th. blllloa ror ono..l.ry co.I, dlroclly Id.ntlnobl. wltb tho Pro]"I. 011.11 h..o h.ml..d 1I.1I0a or tho .hora.. .uppo","
by .nples or orialo.1 hili., In.ol.... exp'OSO '.COUOII, lod mhc.lI.nooll' .uppOrllna ...11 roll\o," by th. CONSULTANT. Copl..
or the arfgla.lluppnrtln~ dOt:umenl.lhlll be provltJd In tho ADENey upon roqUdll. All or Ihll ahov. chl'1",a mUll be n.e....ry
ror tho lervlooato ho pmvldlld und.rlhf. AORsnMENT,
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4. Fixed Fee
The fixed fcc, which represents the CONSULT ANT's profit, is shown in the heading ofthi. AGREEMENT under Fixed Fee. This
amount docs not include any additional fixed fee which could be authorized from the Management Reservc Fund. This fee is based
on the scope of work defined in this AGREEMENT and the estimated man.months required to perform the stated scope of work.
In the event a supplemental agreement is enlered into for additional work by the CONSULTANT, the supplemental agreement may
include provision for the added cosls and an appropriate additional fec. The fixed fee will be prorated and paid monthly in proportion
to thc percentagc of work completed by the CONSULT ANT and reported in the monthly progress reports accompanying the invoiccs.
Any portion of the fixcd fee earned but nol previously paid in the progress payments will be covered in the final paymenl, subject
to the provisions of Section IX. Termination of Agreement.
5. Management Reserve Fund
The AGENCY may desire 10 establish a Management Reserve Fund 10 provide the Agreemenl Administrator the f1exibiJity of
authorizing additional fundi to the AGREEMENT for allowable unforeseen COlts, or reimbursing the CONSULTANT for additional
work beyond that already defined in this AGREEMENT. Sueh authorizAlion(s) shan be in wriliog and shall not exceed the lesser
of $50,000 or 10% of the TOlal Amounl Authorized al shown in the heading of this AGREEMENT. The amount included for the
Management Reserve Fund is shown in the h.:ading of this agreement. This fund may be replenished in a lubsequent supplemental
agreement. Any changca requiring additional cosl in execs, of the -Management Reserve Fund- shall be made in accordance with
Seclion XIV, -Exlra Work..
6. Maximum Total Amount Payabl~
The maximum lolal amounl payable, hy th~ AGENCY to th.: CONSULTANT under this AGREEMENT. shall nol exceed the amounl
shown in the heading orlhil AGREEMENT.
The Maximum Total Amount Payabl.: i. comprised of the TOlal Amount Authorized. which includes the Fixed Fee and the
Mana,eement Reserve Fund. The Maximum Tolal Amount PaYllbh: docs not include paymenl (or extra work as slipulate in Seclion
XIV, -Extra Work.-
D.
Mnnthly Progress PaYIDenl.
The CONSULTANT may luhmit invoices 10 the AGENCY (nr rcimbursem..:nl or actual calls plus the calculated overhead and ree not morc onen
than once per month during the progNIS of the work. Such invoices ,han be in a formal approved by the AGENCY and accompanied by the
monthly progrcu rcrorts Nquired under S~ction III, Ch:neral RequiNmcnl', of thil AGREEMENT. The invoicel will he supportod by an
ilemized lilting ror each item including diNcllalary, dir,:cl nonsalary, and allowable overhead cosl.to which will be add..:d the prorated Fhted
Fcc. To providila means o(verirying Ihe invoiced salary cn.ls ror CONSULTANT employees,lh", AGENCY may condu(,ll employee interviewa.
These inlerviewa may consisl of recording thll names, Ihlel, and present dUIIl.lI or those employee. p"r(orming work on the PROJECf al the
time ortbe inlervi~w.
C. F"wul Payment
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10
Final payment of any balance dUl: Ih~ CONSULTANT or th~ Broil amount eaml:d will he made promptly upon itl verificallon by the AOENCY
aner tho completion of the work under this AOREEMENT, conlinlenl upon rcceipl of all PS&Et plan., maps, nOles, repons, and other related
documenls which arc required 10 ho turnish.:d under thi, AOREEMENT. Acc~plancc of luch final p.ymlSl1l by lhe CONSULTANT Ihall
eonltitule a release of all claims ror payment which the CONSULTANT may have aaalnal the AGENCY unlc'l such cl.im. arc .pectfieall)'
rel4rvcd tn wrhtna and Iranamhll:d 10 the AOENCY by thIS CONSULTANT prior 10 h. acceptance. Said nnal paymentlhall nott however, he
a bar 10 any cl,lm.th"l tho AOENCY may hive aaalnlt Iht.l CONSULTANT or to any reml:dieslho AOENCY mBY pursue with Nspect to lueh
elaims. Thcs paymanl or any hllllnl wtll not consthule asrddmenl II 10 thIS appropri.tends, or .ny 1I0n1 and thai al tho time or nnal audit, an
required .djullment. wtll be made and rcnectl3d In tho nnal p.ymenl. In thIS evenl th.t luch nnal audit Nvcal. .n overp.ymentlo the
CONSULTAJ'(r,lhe CONSULTANT will "nmd ."oh overp.ymenlln tho AGENCY wllhln nlnoly (90) d.y. nOlle. .r .verp.ym.nl, S"oh
rofUnd than nol conllhulo. waiver by lhe CONSULTANT for any claim. NI'ltn, 10 the v.lldlty or a lindln, hy Iho AOENCY orovel'J'lyment.
IIL\VlCUnn or COlt Rt!Cord~
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The CONSC:"TANT and his/her luheonlult.nlsshall k..,,,p Ivatlllhle ror inspdolton hy representaltvel or Ihd AOENCY, and tho Untied Statel,
ror a period nrthrce year. anilr Onal p..ymcnt, 'h~ COlt rcconll.nd .ccounts pertatntng 10 Ihl. AOREEMENT "nd .Illt.sml NI.lcd 10 or beann,
upon &hCl.e recordl with IhCl (allowing OJl;cepllon: If .ny 1I1ia1tlon, claim, nr .luJlI .n.tns oUI or, In connectIon whh, or relaled 10 thl. contract
Is Inhlalod h"rnN Iho cucplrlllnn Dr Ihd rhNo.yoar Pdriod, Ihl:! COlt ",,(,lord. and Iccount. sh"U be Nlalnl3d untllluch Ihlgalinn, cl.lm, or audit
Involving the I\llolorosls completed.
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CONSULTANT FEE DETERMINATION - SUMMARY S1IEET
COST PLUS FIXED FEE
PROJECT:
Chimacum Road Improvement, CR09S3, Fed Aid No. RS-Q161(OO2)
DIRECT SALARY COST (DSC):
CllSsification
Man Hours
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Project Manalcr
P.L.S.
Project Engineer
EnsinccrlSr. Engr.rrcch
Senior Surveyors
Surveyors
CADD Opcl'ltor
Word Proc:cllor
35.00
25.00
20.50
20,00
18,00
15.50
15.50
ILSO
$ 140.00
2,\87.50
2,132.00
8,725.00
144.00
124.00
4,502.75
793.50
4
87'1..
104
43614
8
8
290'1..
69
TOTAL DSC ~ $18.748.7S
OVERIIEAD (011 c..t . including Salary Additi.es):
OH Rate x DSC
Dr ---lM.L % x $18,748,75
. $30 93S .44
FIXED FEE IFF):
FF Rllo x DSC
.r ----1Ll'L % x $49.684,19
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REIMBURSABLES:
Telephone
Mlle.so Auto
Mile.co Survey Van
Photo Capiell
Blue Prinel
Myl..
Vellum
AUloCADD
Materi.l, Involco Amount
No Charsc
28 clSnl.
40 cenl.
10 cenll
$ 1.00 each
$15.00
$ 7.50
S 15.00 per hour
- S 0.00
100,80
36.00
60.00
87.00
435.00
435,00
2,850,00
0.00
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360
90
600
87
29
58
190
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Total Rclmhu....hlu
GRAND TOTAL
- S 61.140.62
PREPARED BY. III.." K. '.enlll'. P.R.
DATE. Jill. 16. 1993
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EXlIIBIT E
PARAMETRIX, INC.. OVERIIEAD RATE SCIIEDULE, nSCAL YEAR ENDING DECEMBER 31,1991
DIRECT LABOR $6.120,473
OVERIlEAD EXPENSES TOTAL DISALLOWED ALLOWABLE
Administrative Salaries 3,160,011 235,997 + 2,924,014
Marketin.l Salaries 911,304 0 911,304
Advemsing Salariel 3,159 3,159 0
Markctinz Expenses 198,731 0 198,731
Advertising ExpCnlCl 3,815 3,815 0
Vacation 476,707 0 476,707
Holidays 282,393 0 282,393
Sick Leave 198,798 0 198,798
Authorized Time Off -14,617 0 -14,617
SQlary VaNnee 1,074 0 1,074
Division AlJoc.lltion 53,692 0 53,692
ESOP Trust (Retirement Plan) 480,000 0 480,000
BUlinen Meal, 54,694 0 54,694
Auto Expenses 62,835 0 62,835
Subac:riptiuons, Library 24,409 0 24,409
Due. 16,280 0 16,280
Donations 5,719 5,719 0
Pfo(c..ional LicelUC' 4,973 0 4,973
Freight, Couriers 22,850 0 22,850
Depreciation 547,808 0 547,808
Prof. EducltionITrainin, 55,302 0 55,302
Health/Safety Tninina 5,278 0 5,278
Field EquipmcntlSupplic. -59,089 0 .59,089
Lab Equlpment/Supplios 25,490 0 25,490
Sampling Equip/Supplies 6,410 0 6,410
He.llh/S.rely Supplie. 1,793 0 1,793
Survey Equip/Supplies 2,780 0 2,780
Recruiting Cost. 70,862 0 70,862
In.urancCl 475,400 43,525. 431,875
Leaal and Audit 107,074 0 107,074
Miac:oll.neDul 3,355 3,248"'. 7
Temporary Labor 40,056 0 40,056
Conlulting Servicel 140,987 0 140,987
Bcnoril Plan Admin 3,658 0 3,658
omcc ExpcnscJlSupplicl 344,691 0 344,691
omcc Furnilure 10,050 0 10,050
omce Equipment 4,616 0 4,616
Modle.1 Monitoring l5,m 0 15,875
Offico TnlVcl 63,684 0 63,684
Prinllns/Copler Supplle. 54,780 0 54,780
Bod Deb.. 18,799 18,799 0
Renl. Equlpmenl/Aulo 14,559 0 14,559
Ronl . Ornec 997,546 0 997,546
Ulllltl.. 631 0 631
Orne. MoylnglR.model 55,561 0 55,561
Rc"lIir and Malnlenance 72,262 0 72,262
Tuu. ExeIN/Bullno.. 386,207 0 386,207
Taxol . RdlllPon Prop 9,190 0 9,190
T.I.phone 220,341 0 220,341
(1011'80 27,688 0 27,688
Comput.r Suppll..IR.p.lr 22,386 0 22,386
P.yroll T.... 852,813 0 852,813
Modlcal Inlurane. 775,988 0 775,988
Boal RepalrllM.lnlcu1Inol _.2..W ~ ---2.W
TOI.I. $11,330,834 $314,398 $11,016,436
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PAYMENT UPON TERMINATION OF AGREEMENT
BY TIlE AGENCY OTIIER TIIAN FOR FAULT OF TilE CONSULTANT
(Refer to Agreemeat, SectiOD IX)
Cost PI... F"lXed Fee Coelncts
A final payment ahaU be made to the CONSULTANT which when .dddd to any payments previously fnldc, shall total the actual costs plu. the lime
pcrccntaJC aCthe ftxed fee III the work complc~d at the time of IcnnirLIlion i. to the total work required for Ihc Project. In addition. the CONSULTANT
shall be paid for any authorized exll'II work compl1:tcd.
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The AGENCY permits subcontracts for the following portions . of ~ work
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( SUPPLEMENTAL AGREEJ:)~T
Project No.:
Agency:
Name of Project:
CR0953. RS-OI61-(02)
Jefferson Countv
Chimacum Road Imorovement. CR0953. Federal Aid Proiect Number RS-OI6HOO2)
Gentlemen:
The County of Jefferson desires to supplement the agreement entered into with Parametrix, Inc. Consultants
and executed on July 26, 1993 and identified as County Road Project CR0953, Chimacum Road
Improvement, Federal Aid Project Number RS-QI61(002).
All provisions in the basic agreement remain in effect except as expressly modified by this supplement.
The changes to the agreement are described as follows:
I
Section I, SCOPE OF WORK, is here by changed to read:
- No Chan!!e -
II
Section V, TIME OF BEGINNING AND COMPLETION, is amended to change the number of calendar
days for completion of the work to read: 90 davs (final comoletion date March 31. 1994). all measured
from ori!!inal comoletion datl~ of December 31. 1993. The extension of time is due to Proiect Engineer
havin!! a babv and newlv assilmed personnel needin!! to familiarize themselves with the \?roiect. comolete
soecial orovisions. cost estimate. and make final chanl!es to plan sheets.
III
Section VI, PAYMENT, shall be amended as follows:
- No Chan!!e -
as set forth in the attached Exhibit A, and by this reference made a part of this supplement.
The maximum amount payable under this agreement as supplemented inclusive of all fees and other costs
is now $ 61.140.62 - No C!1anl!e - .
If you concur in this supplement and agree to the changes as stated above, please sign in the appropriate
spaces below and return to this office for finnl action.
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SUMMARY OF PAYMENTS
Direct Salary Cost
Overhead
(inc\. Payroll Additives)
Direct Non-Salary Costs
Fixed Fee
Total
Basic
Agreement
$ 18.748.75
$ 30.935.44
Supplement
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Total
-No Change-
-No Change-
$ 18.748.75
$ 30.935.44
$ 4.003.80
$ 7.452.63
$ 61.140.62
-No Chang:e-
-No Change-
-No Change-
$ 4.003.80
$ 7.452.63
$ 61.140.62
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SUPPLEMENTAL AGREEMENT #2
Project No.
Agency
Name of Project
Agreement No.
CROill
Jefferson County
Chimacum Road Improvement. ~
RS-Q161-(002)
Gentleman:
The County of Jefferson, State of Washington desires to supplement the agreement entered into with
Parametrix, Inc. and executed on July 26, 1993 and identified as Agreement No. CR09S3, RS-Q 161-(002).
All provisions in the basic agreement remain in effect as expressly modified by this supplement.
The changes to the agreement are as described as follows:
I
Section II, SCOPE OF WORK, is hereby changed as set forth in the attached Exhibit B, and by this
reference made a part of this supplement.
II
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change completion of the
work to read: June 1 1996. The extension of time is due to the addition of construction surveying services
required to construct the project.
III
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Section V, PAYMENT, shall be as set forth in the attached Exhibit A, and by this reference made a part of
this supplement.
The maximum amount payable under this agreement as supplemented inclusive of all fees and other costs
isnow$ 118.144.51.
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If you concur in this supplement and agree to the changes as stated above, please sign in the appropriate
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EXHIBIT "A"
SUMMARY OF PAYMENTS
Basic Supplement Supplement Total
Agreement #1 #2
Direct Salary Cost $ 18.748 75 -No Chan~e- $1757163 $ 36 320.38
Overhead $ 30.935 44 -No Chanile- $2899319 $ 59 928 63
(inc!. Payroll Additives)
Direct Non-Salary Costs $ 4 003.80 .No Chan~e- $ 4.289.00 $ 8 292.80
Fixed Fee s....z...lli&3. :l:fu..c:h~ $ 6150.07 $ 13.602.70
Total $6114062 -No Chanllll: $ 57.003.89 SllB~
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SCOPE OF WORK
PHASE 2: CONSTRUCTION SERVICES:
Objectives:
The construction services necessary for Chimacum Road Improvement will be to assist the Agency to build
improvements contained in the Plans and Specifications prepared by Parametrix, Inc. The purpose of this
work will be to assist the Agency by providing the necessary construction staking and surveying required
during the construction process to comply with the construction activities.
Initial work identified for the construction phase contained herein, will OCCUlT in late summer 1995. All
materials, and methods will be in accordance with WSDOT Standards except as modified by the Agency or
to address specific project needs. This project is funded by Federal, Jefferson County, and the City of Port
Townsend funds.
The consultant shall divide the work into projects by Funding: Road Improvements funded by Federal and
Jefferson County funds, and Waterline Improvements funded by City of Port Townsend funds. The
projects shall be additionally broken down into work units and related time units in such a manner so that
work and cost for each project can be allocated to the appropriate project and can be readily tracked and
reviewed. All invoices submitted for payment shall be categorized per the above requirements to facilitate
proper allocation of funding.
I
The Consultant shall perform the work in a manner that will minimize interference and delay for all forces
involved. The Consultant shall devote the personnel, materials, equipment, and attention required to make
reasonable progress on the work and shall coopemte fully with the Agency. The Consultant will provide
one-on-one liaison between the Agency Project Manager and the Consultant Team.
TASK 1 - CONSTRUCTION SURVEYING
i.
The work associated with this task will involve daY-lo-day activities of providing and performing full time
construction surveying services necessary for construction of the project. The Consultant will perform the
necessary surveying and documentation to establish horizontal and vertical control of the roadway and
parking lots, and insure that the project is constructed at the proper location and grades. Work will consist
of the following elements:
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Attend pre.construction conference and necessary work coordination meetings to establish
requirements and schedules for staking and surveying.
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Provide geometric control including all construction staking and construction layouts, including
related office work.
Centerline control and Bench mark control and establishment.
Calculations and note reductions.
Staking clearing limits, construction permit areas, drainage easement areas, and critical areas of
right of way.
Calculations and note reductions.
Staking waterline structures, and lines of off.~ets.
Calculations and note reductions.
Staking stonn drainage structures, and lines of offsets.
Calculations and note reductions.
Stake catch basins behind sidewalk and in parking areas.
Calculations and note reductions.
Set slope stakes.
Calculations and note reductions.
Set subgrade and gravel base stakes (blue tops).
Calculations and note reductions.
Set sidewalk limits and curb and gutter locations.
Calculations and note reductions.
. Set driveway limits.
Calculations and note reductions.
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Base Surfacing staking (red tops).
Calculations and note reductions.
Top Surfacing staking (yellow tops).
Calculations and note reductions.
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Staking Utility Easements, poles and vaults.
Calculations and note reductions.
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Restnking as necessary.
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Chlmacllm Road lmprovomon/
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Provide Engineering Design / Construction consultation.
Perform "as constructed" survey of improvements.
Prepare Record Drawings of the completed facilities. Records will be kept during construction
with actual installed dimensions and elevations of the project items on a set of prints called
"Record Drawings". After the project is completed, this information will be transferred to a
duplicate set of Autocad ReI. 12 drawings called "As Constructed" plans. A set of reproducible
mylar drawings of the "As Constructed" plans will be provided in addition to the Autocad ReI.
12 drawings on 3.5" disks.
Monumentation;
R.P. (swing ties) Monument locations.
Set straddlers at monumentation positions.
Place concrete core and tack or wire inside tlle 2" galv. iron pipe (set by contractor).
Flag impacted existing property corner monumentation for protection during construction
process.
Record of monuments to Department of Natural Resources and Jefferson County Engineer.
Deliverable Products
, Copies of all Survey Field notes.
Copies of nil calculations and note reductions.
Record Drawings prints and As Constructed mylars and disks.
Copies of submitted Record of Monumentation for necessary roadway monuments and property
corners set and that are sent to Department of Natural Resources and County.
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SUPPLEMENTAL AGREEMENT #3
Project No.
Agency
Name of Project
A~eement No.
CRQ2ll
Jefferson County
Chimacum Road Improvement CR0953
R s-o 161-(002)
Gentleman:
The County of Jefferson, State of Washington desires to supplement the agreement entered into with Parametrix, Inc.
and executed on July 26,1993 and identified as Agreement No. CR0953, RS-Q161-(002).
Chimacum Road Improvement, County Road Number 932507, CR0953, M.P. 0.06 to M.P. 0.41.
All provisions in the basic agreement remain in effect except as expressly modified by this supplement.
The changes to the agreement are described as follows:
I
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Section II, SCOPE OF WORK, is hereby changed to read:
(NO CHANGE)
n
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change completion of the work to read:
December 31 1996 The extension of time is due to winter suspension of work.
m
Section V,PA YMENT, shall be amended as set forth in the attached Exhibit A, and by this reference made a part of
this supplement.
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The maximum amount payable under this agreement as supplemented inclusive of all fees and other costs is now
$ 118.144.51 (NOT CHANGED) .
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If you concur in this supplement and agree to the changes as stated above, please sign in the appropriate spaces below
and return to this office for final action.
Sincerely,
Consultant's Signature
k~~
DATE
Approved as 5tqoL{ ~
Jefferson Co. Prosecutor's Office
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DATE
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;~I SUMMARY OF PAYMENTS
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Agreement #1 #2 #3
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~~ Overhead $ 30 935.44 -No Cha~ $28.99319 -No Chanie- $ 59 928 63
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JEFFERSON COUNTY
ENVIRONMENTAL CHECKLIST
The State Environmental policy Act (SEPAl, RCW 43.21C, requires all
governmental agencies to consider the environmental impacts of a proposal
before making decisions. An environmental impact statement (EIS) must be
prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal;
reduce or avoid impacts from the proposal, if it can be done; and help the
agency decide whether an EIS is required.
PROPONENT: Jefferson County
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
Attn: Bruce Laurie
AUTHORIZED REPRESENTATIVE/CONTACT: Jefferson Countv Dept. of Public Works
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
DIRECTIONS
This checklist asks you to describe some basic information about your
proposal. The questions apply to the entire proposal, including those phased
over a period of time or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays
in processing this checklist. If you do not know an answer, write "unknown,"
or if a question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical
assistance from qualified persons. The cost of obtaining such information
is the responsibility of the proponent.
Attach any additional information (reports, studies, maps, illustrations,
leazes, permits, etc.) that may further describe the proposal or be required
by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance
in completing the checklist and for information on the administrative
procedures for its processing.
PLEASE PRXNT XN XNlt OR TYPE EACH ANSWER. DO NOT WRXTE XN THE AREA DESXGNATED
"EVALUATION."
PROPOSAL AI\lD PROPERTY DESCRIPTION
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose):
The purpose of the pro;ect is to improve a portion of the Chimacum Road.
CR095). Countv Road No. 932507. from M.P. 0.08 to M.P. 0.35. The roadwav
will be improved bv widenina on the same alianment. to provide two lanes in
each direction with a continuous. center. two-w~urn lane. Includina
sidewalks. the total roadway would be 50 feet in width. The pro;ect also
provides for extension of the existina storm drainaae facilities to alleviate
water pondina problems alona the marains of the roadway and construction of
curbs. autters and sidewalks on both sides. which will include cross walks
and wheel chair ramps. The roadwav will be surfaced with asphalt concrete
pavement. and traffic control devices installed. Maior items of work will
be clearina and arubbing. aradina. drainina. surfacina. paving with ~
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concrete. navement markinq. paint strininq. and nermanent sianina.
PROPERTY AND AREA DESCRIPTION~
Address: 0.27 mile of Chimacum Road. County Road No. 527109. M.P. 0.08 to
M.P. 0.35. from the Old Hadlock Road. County Road No. 527109 to
Church Lane. County Road No. 528209.
Legal (from property tax statement): Lot:
Block:
Subdivision:
Tax Parcel:
Quarter sections: SE ~
section:
Township:
Range:
1 West. W.M.
29 North
2
Tax Number:
Land Area Dimensions: Anproximatelv 3.210 L.F. of roadway of varvinq widths
(includinq road anproachesl.
Describe the location, physical characteristics, and extent of land area to
be affected; include'all factors that will give an accurate understanding of
the property and its environment:
The roadway is located in the town of Port Hadlock. annroximatelv 6 miles
southerlY from Port Townsend. The surroundina reaion has remained laraelv
undeveloped but is currentlY underaoina a qrowth in residential. commercial
and recreational development. The Chimacum Road is one of the transportation
routes to Port Townsend(Hadlock area from the southerlY nortions of Jefferson
Countv. This route is also the main truck route to and from Indian I~
Naval Base and connection for Marrowstone Island-Chimacum-Hadlock area with
Hood Canal bridae. State Hiahwav 101. and southerlY and easterlY portions of
the county. This route currentlY carrvs heavy loads of traffic. and is a
school and mail route. as well as providina access to state and county parks
within the area. The terrain within the area of pronosed construction is
flat. The area is zoned commercial on each side of the corridor to be
upqraded. with residential zonina in the outlvinq areas. Additional riaht
of wav will not be reauired on this proiect.
SCHEDULE (beginning and ending dates of the proposal, including phases):
Desian and Enaineerina throuah Februarv 1992. construction from Julv 1992 to
October 1992.
OVERALL PLAN (describe future additions, expansions, or related activities
or plans by others that may affect the proposal):
This improvement is to ensure safe traffic movement on this portion of the
Chimacum Road providina for continued develonment within the area and its
subseauent inc~ase in traffic. The proposed construction is necessary to
upqrade the existina roadway to~~t desian standards for system
continuity with the roadway recentlY constructed north of this proiect
(Hadlock Intersection Improvement. 1986\. The proiect-~ reduce traffic
conaestion. nrovide additional capacity for projected nopulation increases.
and to imnrove vehicular and pedestrian safety within the proiect area.
Utilities relocation croiects may be in'tearated into the clans. Storm water
~ention facilitie~and oil/water separator will be constructed at a later
date to i1npr'ove existina storm sewer outfall condition.
REQUIRED APPROVALS (all local, state, and federal approvals required for the
completions of this proposal and if any approvals are pending that are
related to the proposal):
Washinqton State Auditor. Washinqton state Department of Transportation. and
Ynited States Federal Government mav parform a financial and/or procedural
audit within a three Year ceriod.
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ENVIRONMENTAL DATA (any existing or proposed environmental information such
as studies or documents related to the proposal):
Soil survev bv the Jefferson Countv Soil Conservation Service. Enaineerina
Traffic studv completed 1990. Jefferson Countv comprehensive plan and
communitv plan.
ENVIRONMENTAL COMMENTS
EVALUATION
EARTH
1. Check the item that describes the site:
r1at rolling
mountainous
hilly
steep slopes
other:
2.
What is the steepest slope on the site?
Identify the approximate percent of the slope:
2% (naturall
3.
What general types of soils are found on the
site (sand, gravel, peat, muck)? If you know
the classification of agricultural soils,
specify them and note any prime farmland:
Gravelv sandv loam.
4.
Are there surface indications or a history of
unstable soils in the immediate vicinity? If
so, describe them:
5.
No
Describe the purpose, type, and approximate
quantities of any filling or grading proposed.
Identify the source of the fill: Embankment
material (approx. 300-500 c.v.l will be used
for widenina the roadwav to accommodate two
wav left turn lane and sidewalks. Roadwav
structural section source materials could be
either from Chimacum pit. Cape Georae Pit. o~
from a private source unknown at this time.
These auantities include: Gravel Base (approx.
1000-1500 c.v.l. Crushed Surfacina Top Course
(approx. 500-800 tonsl. Aaareaate for Cement
Concrete Curb. Gutter and sidewalk (approx.
}600-2000 s.v.l. aaareaate for asphalt (1200-
1500 tonl and Gravel Backfill for Pipe Beddina
(3Pprox. 300-400 c.v.l
Could erosion occur as a result of clearing,
construction, or use? If so, generally
describe it: Yes. minor amounts of surface
~ion and infiltration could occur from
disturbance of soils durina and shortlv after
construction. This erosion to be controlled
bv precautions taken bv contractor/aaencv to
provide. install and maintain Water
Pollution/Erosion Control svstems.
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EVALUATION
7. About what perc~nt of the site would be
covered with 1mpervious surfaces after
construction of the project (that is, asphalt
or buildings)? Approx 30% increase from
~istina condition. Overlay or reconstruct
with asphalt concrete pavement of existinq
Chimacum Road with wideninq for two way left
turn lane. and incorporation of curb. autter
and sidewalk.
8. Describe proposed measures to reduce or
control erosion or other impacts to the earth,
if any: Construction of pro;ect durina summer
months. Erosion control procedures durinq
construction activities will be monitored bv
the aaencv to ensure erosion control measures
are activelY pursued. Re-veqetation bv hvdro-
seedinq upon completion of pro;ect. Use waste
material aenerated bv construction as much as
feasible on site. (berms. flatten slopes.
widen shoulders)
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9. What types of emissions to the air, if any,
would result from the proposal during
construction and when the project is completed
(dust, car odors, industrial wood smoke)?
Generally describe and give approximate
quantities, if known: Exhaust from
construction eauipment. Fumes from hot
asphalt concrete durinq pavina operations.
Minor amounts of construction dust causinq
nuisance factor durina construction. There
will be no lona term chanae in air aualitv due
to the pro;ect.
10. Are there any off-site sources of emissions or
odors that may affect your proposal? If so,
generally describe them: Yes. there wil~
and asphalt plant providina pavina materials
for this pro;ect. This----RlJ:lnt will meet
reauirements for emissions and be reaistered
as an air pollution source before beainnina
operations.
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control emissions or other impacts to the air,
if any: Application of water for dust
~ment durina construction. broomina or
sweepina activi ties. Blade road when
aaareaate is moist. Debris burnina will not
~lowed. Burv or shred. instead of burn.
Contractor will be required to ass~
construction equipment. and asphalt plant is
~tained to meet present standards for
oxhaust emissions. Keep all enaines properlY
~usted. Contractor wi~
reauired to reaister with the Department of
EQoloqv construction e~ipment such as asphalt
plants and rock crushers and be made aware of
this requirement at the preconstruction
conference.
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EVALUATION
WATER
8ur~ace Water
12.
Is there any surface water body on or in the
immediate vicinity of the site, including
year-round or seasonal streams, salt waters,
lakes, ponds, and wetlands? If yes, describe
the type and provide names. If appropriate,
state what stream or river it flows into: __
Yes. Lower Hadlock Bav and subseauentlv Port
Townsend Bav accroximatelv ~ mile north
easterlv of cro;ect location.
will the project require any work over, in, or
adjacent to the described waters (within 200
feet)? If yes, describe the work and attach
available plans:
13.
No
14.
Estimate the amount of fill and dredge
material that would be placed or removed from
the surface waters or wetlands and indicate
the area of the site that would be affected.
Identify the source of the fill material:
None
15.
will the
withdrawals
description
approximate
proposal require surface water
or diversions? Give a general
and identify the purpose and
quantities, if known:
No
16.
Does the proposal lie within a loa-year flood
plain? If so, note the location on the site
plan:
No
17.
Does the proposal involve any discharges of
waste materials to surface waters? If so,
describe the type of waste and anticipated
volume of discharge: Yes. the existina storm
sewer drainaae system will be extended to
include additional catch basins and culverts.
for the roadway system and ca~na lots. The
oriainal system was desianed to take the
additional flow crenerated from this
imcrovement. See attached correscondence
herebv incorcorated bv reference.
Ground Water
18. Will ground water be withdrawn or will water
be discharged to ground water? Give a general
description and identify the purpose and
approximate quantities, if known: Yes. around
water for drinkincr water for construct1Qn
workers will be crovided bv the Contractor
from accroved offsite source (accrox ]00
gal.l. Water for comeaction and dust
abatement will also be from an o~~e source
(accrox. 20 MGAL.I Source unknown lit this
~ime.
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1.9. Describe the waste material that would be
discharged into the ground from septic tanks
or other sources, if any (domestic sewage;
industrial wastes and chemicals contained;
agricultural wastes). Describe the general
size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans
the system(s) is expected to serve:
Portable sanitation facilities will be
provided for construction workers bv the
Contractor and maintained bv a approved
sanitation service.
Water Run-Off
(including storm water)
20. Describe the source of run-off, including
storm water. Describe the method of
collection and disposal, if any, including any
known quantities. Where will this water flow?
will this water flow into other waters? If
so, describe it: storm water runoff will be
~~ed from the paved roadway surfaces
~d adiacent parkina lots and surroundina
areas and will be connected and drained into
an existina underaround storm sewer svstem
constructed durina Countv Road proiect 582.
Hadlock Intersection Imorovement. The water
will flow northeasterlY underaround thru the
storm drain system and ultimatelY into Lower
~k Bav and then into Port Townsend Bav.
21.. Could waste materials enter ground or surface
waters? If so, generally describe how:~
quantities of machinerv lubrication could find
their wav into the storm water runoff.
~y runoff may contain fertilizers or be
subiect to accidental spills from hazardous
material trucks usina road. winter sanding
and deicina practices.
22. Describe proposed measures to reduce or
control surface, ground, and run-off water
impacts, if any: Runoff will be controlled bv
drainaae structures i~orated into the
proiect. and bv immediate re-veaetation of the
exnosed soils after construction. Existina
and proposed drainaae structure will be
mAintained to prevent erosion--w~d other
pollution. Construction activities will be
monitored bv the aaencv to ensure water
aual:l,tv is not adverselY imoacted. Detention
facility and oil/water seDarator to be
constructed on outfall of svstel1\ at a later
date.
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PLANTS
Check the types of vegetation found on the
site:
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other: madrona
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ENERGY AND NATURAL RESOURCES
31. What kinds of energy (electric, natural gas,
oil, wood stove, solar) would be used to meet
the completed project's energy needs?
Describe whether it would be used for heating,
manufacturing, etc.: Gas. diesel fuels. and
lubricatinq oils for construction equipment.
Burner fuels for asphalt plant. Asphalt for
tack coat or for asphalt concrete pavement for
roadwav surfacinq. Wood or steel products for
walkwav construction.
32.
Would the project affect the potential
solar energy by adjacent properties?
generally describe the affect:
No
use of
If so,
33.
What kinds of energy conservation features are
included in the plans of this proposal? List
other proposed measures to reduce or control
energy impacts, if any: Monitorinq and
control of construction operations to ensure
compliance with Federal. state. and Local
Rules and Requlations to have the least
possible harm to the environment. Promote
recvclinq of oil and Aaareqates. Coordination
of Construction activities. Ensure vehicles
and equipment are riqht for the iob.
ENVIRONMENTAL HEALTH
34.
Are there any environmental health hazards,
including exposure to toxic chemicals, risk of
fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal?
If so, describe the hazards: Hazards
associated with heavy construction equipment.
includina spills of petroleum products and
equipment fires. explosion. storaqe tanks for
oil and asphalt can rupture and leak from
natural disasters. Trj~hloroethane asphalt
A9.~nt for determination of aqqreqa~
qradation and as~halt content of pavina
mixtures and pavement samples.
35. Describe special emergency services that might
be required: Medical aid for construction
related accidents. containment if fuel or oil
spill occurs from construction related
activities.
36. Describe proposed measures to reduce or
control environmental health hazards, if any:
Follow industrv standards for construction
operations. trainina of pe~onnel. proper
maintenance of eauipment. Proper disposal 2!
waste materials. Notification of state
Ecoloav Department immediatelv of oil. or
chemical spill.
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Evergreen tree: ~ir
other: Bem10cJt
pine
cedar
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Pasture
Crop/Grain
Wet Soil Plants: cattail buttercup
skunk cabbage
bulrush
other:
Water Plants: water lily eelgrass
milfoil
Other:
24.
What kind and amount of vegetation would be
removed or altered? Minor amounts Fir. Alder.
Maple. Madrona. and low arowina shrubs and
bushes will be cleared for the additional
roadwav widths to incorcorate two wav left
turn lane confiaurations.
25.
List threatened or endangered species known to
be on or near the site:
Unknown
26.
Describe the proposed landscaping, use of
nature plants, or other measures to preserve
or enhance vegetation on the site, if any:
Minimize imcacts bv limitina the dearee or
maanitude of the construction activities.
Modificati on of timina and methods of
construction to reduce environmental imnacts.
Re-veaetation of disturbed areas.
ANXMALS
27.
Check any birds and animals that been observed
on or near the site or are known to be on or
near the site:
Birds: ~ heron ~
other:
sonabirds
Mammals: deer bear elk beaver
other: raocoon. ohiDmunk
Fish: sea bass
shellfish
salmon
trout
herring
other:
28. List any threatened or endangered species to
be on or near the site:
.Unknown
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29. Is the site part of a migration route? If so,
how? Yes. Part of the puaet Sound rea ion for
miaratina aauatic fowl.
30. Desoribe proposed measures to preserve or
enhance wildlife, if any: Avoid excessive
clearina and arubbin9--JJmits to minimize
imDact to veaetated areas. Control c18~
2f veaetation t~1n.
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NOISE
37. What types of noise exist in the area that may
affect your project (traffic, equipment,
operations)? None
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created by or associated with the project on
a short-term or a long-term basis
(construction, traffic, operation)? Indicate
what hours noise would come from this site:
Short term moderate noise levels would be
exoerienced from construction eauinment.
Construction noise imnacts on residences and
businesses will not substantial Iv exceed
existina ambient noise levels. and be of short
duration. Work would be accomnlished durina
davliaht hours onlY. Noise emission of motor
vehicles on nublic hiahwavs on a lona term
basis.
39. Describe proposed measures to reduce or
control noise impacts, if any: Restrict
construction onerations to davliaht hours
onlY. Reauirement of contractor to maintain
eauinment followina Federal. state and Local
standards for this type of eauinment.
Additionallv. restrict work to week days.
davliaht hours onlv. to mitigate noise
imnacts. Detourina of trucks away from noise
~~tive areas. Discussion with owners and
tenants as to avoidance alternatives and
measures to minimize harm. Keen mufflers and
exhaust systems in aood oneratina condition.
Continuance of costed 25 M.P.H. sneed limit
throuah area.
LAND AND SHOREL%NE USE
40. What is the current use of tho si te and
adjacent properties? The site is current Iv
used for a transportation faoility. Adiacent
nrocerties are zoned oommercial wtth
resi.dential areas. The cronosed nroieot is
QP~ible with surroundina land use and
zonina.
41. Has the site been used for agriculture? If
so, desoribe the use:
No
42.
Describe any struotures on the site: This
oorridor is an existina transportation
faoility with existina overhead and
underaround utilities.
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43.
Will any struotures be demolished? If so,
what? Existina u~tes are subiect to
ad-lustment or reloca't:ion.
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44. What is the current comprehensive plan or
community development plan designation of the
site? identify the plan: ~e(f~rson County
Comcrehonsive Plan identifies this area as
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45. If applicable, what is the current Shoreline
Master Program designation of the site?______
Not ADDlicable
46. Has any part of the site been classified as an
"environmentally sensitive" area? if so,
specify the part:
No
47. Approximately how many people would reside or
work in the completed project?
None
48. Approximately how many people would the
completed project displace? None. their will
be no disDlacements of homes or businesses.
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
Not aDDlicable
50. Describe proposed measures to ensure the
proposal is compatible with existing and
projected land uses and plans, if any:
Enaineerina studies to incorDorate Dro;ected
traffic arowth in the area. The recommended
desian aDDears to meet the Dlannina aoals and
objectives alona the corridor. The
~ovement is based on traffic clannina which
considers the need for Dresent and future
traffic reauirements within the context of
9resent and future land use develoDment. The
DroDosed action is consistent with the
maintenance and enhancement of lona-term
Droductivitv for the local area.
HOUSING
51. Approximately how many units would be
provided, if any? Indicate whether the
housing is high, middle, or low income:______
Not aDDlicable
52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is
high, middle, or low income:
Not aDDlicable
53. Describe proposed measures to reduce or
control housing impacts, if any:
Not aDDlicable
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AESTHETICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is
the principal exterior building material (s)
proposed? Not aDDlicable
55. What views in the immediate vicinity would be
altered or obstructed? Short dura'tion visual
intrusion of construction equiDment.
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56. Describe proposed measures to reduce or
control aesthetic impacts, if any: Removal of
all nroiect debris resultina from the
;;o;:;st~ction acti vi tv. Ultimate re-veaetation
~~ d;:~:~:ed areas. Discussion with owners
__d ______9 to include avoidance alternatives
~easures to minimize harm. Keen traffic
co~;~ofs and sians well maintained. Do not
st___ _ob unless intent is to comnlete in one
continuous oneration.
LIGHT AND GLA..~E
57. What type of light or glare would the proposal
produce? What time of the day would it mainly
occur? No overhead illumination is nlanned
for this roadwav section. possible use of
~~ashina beacons to delineate obstruction or
__zard in the roadway and aid in identifvina
the work area at niaht.
58. Could light or glare from the finished project
be a safety hazard or interfere with views?_
No
59. What existirlg off-site sources of light or
glare may affect your proposal?
None
60. Describe proposed measures to reduce or
control light and glare impacts, if any:~
0; ~~w instensitv liahtina. Finish work and
9_a__ to _urfacina suitable for use bv nublic
traffic durina davliaht hours.
RECREATION
61. What designated and informal recreational
opportunities are in the immediate vicinity?
Snorts fishin9, huntina. shellfish aatherina.
~immina. boatina.
62. Would the proposed project displace any
existing recreational uses? Xf so, describe
the displacement:
No
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63. Describe the proposed measures to reduce or
control. impacts on recreation, including
recreational opportunities to be provided by
the project or proponent, if any:
;.
None
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HISTORICAL AND CULTURAL PRESERVATION
64. Are there any places or objects listed on or
proposed for national, state, or local
preservation registers known to be on or next
to the site? If so, generally describe them:
None known
65. Generally describe any landmarks or evidence
of historic, cultural, archaeological, or
scientific importance known to be on or next
to the site:
None known
66. Describe proposed measures to reduce or
control impacts, if any: If historical
cultural. or archeoloaical obiects are
encountered. a determination will be made of
sianificance from a historical or scientific
standooint and oreserved.
TRANSPORTATION
67. Identify public streets and highways serving
the site and describe the proposed access to
the existing street system. Show on the site
plan. Intersection imorovements to Old Hadlock
Road. Lawn street. Blanche Avenue. and Church
Lane will be minimal due to oro;ect scooe and
low traffic volumes. Thev will remai~
constructed. with minor safetv imorovement for
oedestrian safety. See attached oro;ect
1J.mjj;s mao.
68. Is the site currently served by public
transit? If no, what is the approximate
distance to the nearest transit stop? Yes. the
transit system does use these roads.
Jefferson Transit will be notified of the
oroiect. and coordination for bus oullout
locations. if necessary. will be Drovided.
69. How many parking spaces would the completed
project have? How many would the project
eliminate? None. Darkina will not be allowed
within the limits of this oroiect. Access
wi 11 be Drovided for orivate offstreet
Darkina.
70. Will the proposal require any new roads,
streets, or improvements to existing roads or
streets, not including driveways? If so,
generally describe them, indicating whether
they are public or private: Yes. this oroiect
is to imorove a oublic h~av. The orooosed
Dlan involves aDolvina full 3R desian
standards for inclusion of a two wav left turn
lane. curb. autter. and sidewalk.
71. Will the project use water, rail, or air
transportation, or occur in the immediate
vicinity of these facilities? If so,
generally describe the use:
No
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72. How many vehicular trips per day would be
generated by the completed project? If known,
indicate when peak volumes would occur:~
Averaqe Dailv Traffic in 1990 traffic count.
Peak volumes occur at 7:00 to 9:00 A.M. and
aaain at 3:00 to 5:00 P.M.
73. Describe proposed measures to reduce or
control transportation impacts, if any:~
proposed desian recommends actions are
considered most desirable to fulfill the
requirements of communitv cohesion. and to
reduce and control traffic impacts aenerated
bv area development. The handicaPDed and
transit dependants will be addressed bv
providina wheelchair rampinq at intersection
sidewalk crossinas and bus pullouts where
necessarv. Detours. if necessarv. will be
discussed with owners or tenants with
approximate routes and duration.
PUBL:IC SERVICES
74. Would the project result in an increased need
for public services (fire protection, police
protection, health care, schools)? If so,
generally describe the results: Yes. onlv
durina duration of proiect for possible fire
protection. medical aid. or emerqencv traffic
control.
75. Describe proposed measures to reduce or
control direct impacts on public services, if
any: Contractor shall know and observe all
laws and rules~tate. Federal or Local) on
fire prevention. and safetv.
UT:IL:IT:IEB
76. Check which utilities are currently available
at the site:
~ eleotrioitv natural gas
refuse service telepho~
septic system sanitary sewer
other: oable television
77. Describe the utilities that are proposed for
the project, the utility providing the
service, and the general construction
activities on the site or in the immediate
vicinity that might be needed: utility
relocation proiects may be intearated into the
plans. Overhead power lines. water lines.
telephone lines. and cable television li~
may need to be relocated or adiusted.
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ACKNOWLEDGEMENT
I acknowledge that all Inf.....tlon pr.vlded In thla checkllat and all attached ...t.rlal Is tr.... and c.rrect t. tha beat .f IllY
knowledge. I lnI8rstond tha laed sgency la relylllll on this Inl.rAlOtlon t. uka Its eleclslon. In addition, I lnI8rotand that
revi.w Lrder SEPA don not constitute approval of . propo.al; c~lf.nc. with Local, atate, Gnd federal reguLationa appUcable
t. the proposal ahall constitute eppr.vel. (ChflCk with 811Proprlate agenel.. t. det....lne ""at appr.vala are rlKpJlred.l SEPA
appr.val fa bolsed on tha tlon I have provided. If found Inaccurate, appr.val could be withdrawn.
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JEFFERSON COUNTY
WASHINGTON
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WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
FEDERAL - AID PROJECT PROSPECTUS
DATE
2-22-9l
AGENCY~fur..a.QJ.L..co. FEDERAl-AID PROJECT NUMBER RS - Ql6l L.....J
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FEDERAL PROGRAM TITlE: 0 20.204 iKl 20.205 0 20.206 0 20.209 0 Othor
PROJECT TITLE' Chimaeum Rd. Improvement , CR0953
PROJECT TERMINI FROM Old Had lock Rd.
FROM: MP ..Q."Q~_ TO ~ MP
TO Church Lane
length 01 Project ~ Miles
r1i) local
o local Forces
AWARD lYPE
o State
o Railroad
Federal Agency: IXI FHWA
DOlhe'A
C~y Number________ County Numbe~
EIS CE EA
DOT District...................~............._... Congressional District...............?.................. 0 I Ollll 0 III
legislative Districts___ Urban Alea Number _ Area Clearinghouse ...2.- MPO_
TOTAL
230,700
287.200
56,500
...................,......,.................................,.................................................................................................................................................................................................................
DESCRIPTION OF EXISTING FACILITY (Existing Design and Present Cond~ion)
Roadway Widlh: .........".....att""..................Number 01 lanes: ..............t................................
Chimaeum Rd. is 2 lanes rural with poor drainage. Access to adjacent business is
poor with left turn movement obstructing through traffic. No pedestrian facilities.
...DEscRipTiON.oF..PRoposED.wORK................Ci......N;:c.;;;.;;;~......................"......."..jij.......;:R......................................................."..............
d iRod adway Wldthi: ."......r~.P..'I:r.~'I"..i1 Numbei, r.lll Lens.:." ~,..,;,
The Project will widen an proy e pedcstr an ae.. ....e arid Will also ...'f'fi'Il'..:u'll.....'O'r'''..
underground drainage imprOVelll,mts. The problems to be corrected are ,reducing
pedestrian/vehicle eonflict~, remov~ atandinK ~Dter frOM the roadway, overlo, the
t!Y.iGth1g AC fll\'emr.nt ane! pvc,'llle an extens10r. of the I.",,, way left tUTU chtlnl'elizotioll t
reduce l.p,fc turn confl~.ct!l into e,:111ting bun1nllAs, Major itemH of work include e!ro:lnll e
imr.ruvemcmtf., curb, guttt!r, 811d s:l,de,,'alk, A,C. !'avement, Dud pavement 11InrldngG.
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LOCATION AND DESIGN APPROVAL BV: ~~~_ AY/
(Optional lor CA Agencies Only) ~""'~~\'fiDmyr'-"''''''--'''--
TITLE: .......g.9..~.!I~,y....)i;m.\t~'!.!!.!!.r....._..."._.............." DATE: tfJ.::.G.6../..1:P/
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AGENCY
! Jefferson
Principal Arterial
Minor Arterial
Collector
Major Colleclor
Minor Collector
ROLL' ... MOUNTAIN
YEAR
Total
Number of Number of
Accidents
-"-r"---
Preliminary Engineering Will Be Performed By: Consultant & Agency
Construction Will Be Performed By: Contractor & Agency
ENVIRONMENTAL CONSIDERATIONS
This project is a Class It and is categorically exempt.
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RIG1..TOFW~y;~~;.;:;;N J
No right-of-way acquisition is anticipated. However, after some preliminary
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to be acquired. No relocation is required.
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j AGENCV PROJECT TITLE
. .Jefferson Co. Chlmacum Rd. Imllrovement. CR0953
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i DESCRIPTION OF UTlLIlY RELOCATION OR ADJUSTMENTS AND EXlSTtlG MAJOR STRUCTURES INVOlVED IN THE
! PROJECT:
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FAA INVOLVEMENT
Is any airport located wfthln 2 miles of the proposed project? CJ Ves
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REMARKS:
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THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES.
OR rrs' DESIGNEE. AND IS NOT INCONSISTENTWmi THE AGENCY'S COMPREIlENSIVE PLAN FOR COMMUNIlY
DEVELOPMENT.
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AGENCY:
.Jefferoon County
DATE: 14/~~ i ,q9/
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CHIMACUM ROAD IMPROVEMENT
CRO 953
PROJECT SCOPE
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LIMITS: M.P. 0.08 to M.P. 0.35, on the Chimacum Rd., Rd. No.
932507, from the Old Hadlock Road, Rd. No. 527109, Intersection
(North) to Church Lane, Rd. No. 528209, Intersection.
DESCRIPTJ:ON 01' PROPOSED ZMPROVBKEHT: This 3R project will widen and
provide pedestrian facilities for this portion of the Chimacum Rd~
Al~o to be improved is the poor drainage of this section of road
and the conflicts of left turns on and off the roadway from the
adjacent businesses. The improvements will be accomplished by
utilizing the same typical section as that of the Hadlock
Intersection Improvement, CR0582, and by extending the drainage
system constructed under CR0582.
DESIGN CONSZDERATZONS: The typical section that is to be used
matches that of CR0582, (Roadway section B of the "As Built Plans")
being 40 feet curb face to curb face, with 5 foot sidewalk width
from top of curb to back edge of the sidewalk. This section will
accommodate two through traffic lanes and two-way left turn lane,
with openings in the lane markings for County Road approaches at
Old Hadlock Rd., Lawn St., Rd. No. 528809, and Blanche Ave, Rd. No.
531609. The Structural Section to be utilized shall be the same as
shown on Roadway section B of the As Built Plans, except for the
overlay depth of the portion of the existing pavement shall be
determined by utilizing Road Rater data. Curb, Gutter, and Sidewalk
will stop at the northerly side of Morrissey Ave., Rd. No. 528609,
on the right and at the northerly side of Church Ln., Rd. No.
528209, on the left, with the two way left turn lane tapering out
between Blanche and Morrissey. Intersection improvements to the
listed county roads shall be minimal because this project does not
include in its' scope the ultimate location of these roads, and/or
the traffic volume of these roads is relatively low (see attached).
The drainage system to j>"constructed shall be connected to the
existing system completed under CR0582 and shall meet the
specifications for Storm Sewers. Providing for drainage ,of the
adjacent parking lots is also to be included. in the design.
RZGHT 01' WAY CONSIDERATZONS: No right of way acquisition is
anticipated for this project.
FUNDING: This project is fUllded by Local County Road Funds and
Rural Arterial Program Funds. See attached budget worksheet and
R.A.P. prospectus for additional information.
Submitted:
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Bruce L~ projects Manaqer
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Attach.
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Gary A. owe, P.E.
Director of Public Works
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County Enqineer
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DETERMINATION OF
NON-SIGNIFICANCE
.; AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POUCY
, ACT .
DATE: July 15, 1991 '
L.. DESCRIPTION OF PROPOSAL:
,The proposal is Item No. 12 of tho
,1991 Annual Construction Program,
Chlmacum Road, located In the SE 1/,
i4ofSdon 2, T.29N..R.1 W., W. M..
~e proposal Is to widen existing road- '
way to Include two way left turn lalle
Ichannellzatlon. construct storm drain-
age facilities, curbs, gutters, and skle- ;
walk, surfecewlth A.C. Pavoment, and
Install traffic lacllltles.
, PROPONENT: JeffeRlOn County,
,Department of Public Works. ,
,. NOTICE OF LEAD AGENCY:
,./efferson County Is the leed &gener
10r
,this proposal.
\ NOTICE OF NON.SIGN IFICANCE: ,
Jefferson CoUllty has detarmlnod that
'the above doscnbed proposal would
not have a probable sklnltlcant ad. I
,verse Impact on the envlronment and
,environmental Impact staloment lr. not, '
'roqulredUnclerRCW43.2tC.030\2)(C). J
,This decision was made altfJr rov ewof
'completed envlronmentsl checklists
and other Information on file with tho '
lead agency. i
COMMENT PERIOD: This detar. :
imlnatlon Is Issuod pursuant to WAC :
,197.11.340(2). Jefferson County will
; not act on the above delcrlbod pro.
posal lor Itlealtllflean days from the,
dste of this dltermlnetlon. Comments
must be submhlod to the Jefferson
, Caunty Public Works Department,
County Courthouse, P.O. Box 1220"
Port TownlOnd, Washington, by July;
31 1991,
: Jefferson Counly Board 01 Commls.
slonel8
Lerry W. Dennison, Chairman
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Affidavit or( blication 12/<;'0 ~ 1:!6ur
STATE OF WASHINGTON)
SS
COUm-Y OF JEFFERSON)
FRANK W. GARRED. being swom, says he is the publisher
of the Pon Townsend Jeffenon County Leader, .. weekly
newspaper which has been established. published in the
English language ond circulated continuously as a weekly
newspaper in the town of Pon Townsend in said County and
State. and for general circulat;on in said county for more
than six (6) monlbs prior 10 rhe date of the fIrSt publication
of the Noticehereto attached. ond that thesaid PortTownsend
Jefferson County Leader was on 1I1e 27th day of June 1941
approved as.. legal newspaper by the Superior Court of said
Jefferson County ond that annexed is .. bUe copy of the
Determination of non-significancE
and lead agency status
State Environmental policy act
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as it appeared In the regular and entire issue of said paper
iuelr not in a lupplement thereof for a period of
one consecutiveweekJ,begirmingonthe 17th
dlyof, Julv ,1991.andendingonthe
17th day of JulY . . 192.!..... and
thltSlld nowsplper was regularly disttibuted!O Its subscrib.
en during all of this period. Thst the full amount of
S 37.50 hasbeenpsldlnrull,allh rateor~
per eolumn Inch ror esel' enion. I lJi 6 . 0 0
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Publisher
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DETERMINATION OF NON-SIGNIFICANCE
.AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POLICY ACT
DATE:
JuJy 15, 1991
DESCRIPTION OF PROPOSAL: The proposal is Item No. 12 of the
1991 Annual Construction Program, Chimac\tm Road, located in the SE
1/4 of section 2, T. 29 N., R. 1 W., W. M.. The proposal is to
widen existing roadway to include two way left turn lane
channelization, construct storm drainage facilities, curbs,
gutters, and sidewalk, surface with A.C. Pavement, and install
traffic facilities.
PROPONENT:
Jefferson County Department of Public Works.
NOTICE OF LEAD AGENCY:
this proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that
the above described proposal would not have a probable significant
adverse impact on the environment and environmental impact
statement is not required under RCW 43.21C.030(2)(c). This
decision was made after review of completed environmental
checklists and other information on file with the lead agency.
Jefferson county is the lead agency for
COMMENT PERIOD: This determination is issued pursuant to WAC
197-11-340 (2) . Jefferson County will not act on the above
described proposal for at least fifteen days from the date of this
determination. Comments must be submitted to the Jefferson County
Public Works Department, county Courthouse, P.O. Box 1220, Port
Townsend, Washington, by Julv 31. 1991.
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xc: Washington state Department of Ecology
Washington state Department of Wildlife
Washington state Department of Fisheries
Washington state Department of Natural Resources
Jefferson County Health Department
Point No Point Treaty Council
Port Townsend - Jefferson county Leader
Jefferson county Planning Dspartment
CR0953, Environmental Data
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Department of Transportation
Transportation Building KF.Ol
Olympia, Washington 96504.5201
(206) 753-6005
Du.n. .....nt.on
Secretary 01 Transportation
April 22, 1991
-R El;I: ~\ ,,:=, ';,-
APR 25 1991
JEFFERSON COUN"
PUBLIC WORI<'~ ..."
Jefferson County
Chimacum Road
RS-Q161 (002)
FUND ~UT~ORXZATr.ON
Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson street
Port Townsend, WA 98368-5724
Dear Mr. Rowe:
We have received FHWA fund authorization, effective April 1,
1991, for this project as follows:
EmU
Preliminary Engineering
In addition, categorical
approved.
Attached for your information and file is a fully executed copy
of City/County Agreement LA-1416 between the state and your
agency.
~
$36,000
FEDERAL SHARE
$29,927
exclusion
determination has been
Attached is a pre-printed Progress Bill form for the referenced
project. Please forward this form to the person handling
billings.
If costs for any phase of work are expected to exceed those shown
on this Supplement (lines "d", "h", or "0"), you should submit
another supplel'lental agreement t.o WSDOT. All costs exceeding
those in the l~t.est execut.ed agreement are the sole
responsibility of your agency.
Upon receipt of your certification of Right of Way;
notification that t.he project is ready for advert.isement and a
supplement. to the city/County Agreement which includes
construction funds, the construction phase of t.his project will
be considered for funding.
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You may proceed
accordance wit.h
agreement.
with
your
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the administration of this project in
WSDOT approved Certification Acceptance
Sincerely,
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WAYNE T. GRUEN, P.E.
Local Programs Engineer
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Attachment
cc: Bob Holcomb, Dist. 3
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.fJ~~RD OF COMMITMENT
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DESCRIPTION OF COMMITMENT (CONSTRUCTION. SCHEDULE OPERATION. MAJN1ENANCE. CURATlON) .
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COMMITMENT MADE TO WHOM:
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ESTIMATED COST OF COMMITMENT COMMITMENT DEVELOPED BY (NAME AND l1nJ:)
DOTHER
COMMENTS. (Envtronrnental Bene'". Regutllcwy n.r.ttnces)
REVISED DY
CONCun~ENCe BY IMPlEMENTING D1V1810N(8):
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
(
JEFFERrlN COUNTY
DEPARTMENT O'F PUBLIC WORKS
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Gary Rowe, P.E., Director/County Engineer
January 6, 1995
Attn: Mr. steve Palmen
Washington state Department of Transportation
City/County Liaison Engineer
District 3 Local Programs
P.O. Box 47440
Olympia, WA 98504-7440
Re: RIGHT OF WAY ENDORSEMENT sUbmittal, and AMENDED SEPA
ENVIRONMENTAL DOCUMENTATION for Chimacum Road Improvement,
CR0953, Federal Aid No. RS-Q161(002).
Dear Mr. Palmen:
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Submitted for processing is the RIGHT OF WAY CERTIFICATION
DOCtrnENTATION for the above referenced project.
Also submitted for your records, is an AMENDED SEPA ENVIRONMENTAL
CHECKLIST review recording changed project conditions, and record
of concurrence of D2 ~iqnificant changes in the proposed action in
regard to anticipated impacts to the project. Jefferson County
Planning and Building Department, Environmental Review Division,
has reviewed the checklist and has followed administrative
procedures for its processing. As a result of the review and in
conclusion of the reevaluation, the original SEPA ENVIRONMENTAL
CHECKLIST, DETERMINATION of NON-SIGN~FICANCE, and CATEGORICAL
EXCLUSION is still valid.
If you have any questions, do not hesitate to contact me.
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JEFFERS!N COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary Rowe, P.E., Director / County Engineer
MEMORANDUM
DATE:
November 28, 1994
FROM:
Kent Anderson
Aubrey Palmer J?~
TO:
SUBJECT: Amended SEPA checklist for Chimacum Road, County Road No.
932507, CR0953
Kent, due to changes and additions to the Chimacum Rd. project
since the original SEPA checklist was submitted and approved in
1991, it is necessary to submit an amended checklist.
Please find attached: a copy of the original SEPA checklist for
chimacum Rd.; a copy of the original Declaration of Non-
Significance; a copy of the original Federal-Aid Project
prospectus; a copy of a letter from W. S.D. O. T. Local Programs
determining categorical exclusion; a copy of a public comment
letter previously received; copies of two storm drainage analysis
reports; a copy of the original Adjoining Property Owners list; a
copy of the revised project limits plan; a copy of the
environmental reevaluation/consultation form; and an amended SEPA
checklist (with revisions italicized) for Chimacum Road.
The following changes have been made:
Auth2~!zed Reoresentative/Contact
Revision of contact to Aubrey Palmer
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PROPOSAL AND PROPERTY DESCRIPTION
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~ooosed Pro;ect Descriotion
Adjustment of Project Mile Post limits - beginning of project 0.06
and end of project 0.41; Addition of 8" diam. waterline relocation;
Relocation of Old Hadlock Rd. intersection approx. 300' southerly;
Addition of the construction of a turnaround on Old Hadlock Rd.
near the existing intersection; Addition of two gravel surfaced
parking areas adjoining the new location of the Old Hadlock Rd.
intersection; Additional Right of Way will be required.
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Propertv and Area Description
Mile Post Adjustment; Addition of Old Hadlock Rd. to project
address; Revision of Land Area Dimensions to 2,950 Lineal Feet of
roadway; Addition of the description of Old Hadlock Rd.'s
classification and general usage; Additional Right of Way will be
required.
Schedule
Revision of Design/Engineeringthrough March, 1995 and construction
to November 1995.
Overall Plan
utilities relocation projects will be integrated into the plans.
Reauired Approvals
Addition of Jefferson County SEPA Review.
ENVIRONHEN'l'AL COMMEN'l'S
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5. Revisions to quantities: Embankment, Excavation, Gravel Base,
Crushed Surfacing Top Course, Cement concrete, Asphalt, Gravel
Backfill.
7. Revision of increase in impervious area to 55%; Addition of a
portion of Old Hadlock Rd. overlay and reconstruction. Addition of
two parking areas.
8. Addition of reference to TESC plan. Addition of straw bale check
dams.
A.U:
11. Addition of reference to meeting standards of Air Pollution
Control Authority.
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Water Run-off
20. Addition of reference to systems being developed to D.O.E.
Stormwater Management Manual standards.
22. Addition of reference to TESC plan will be developed to D.O.E.
Stormwate~ Management Manual standards.
Plants
24. Addition of mention of Old Hadlock Rd. intersection relocation
and the two parking areas.
Environmental Health
34. Deletion of the use of Trichloroethane asphalt solvent for
testing.
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39. Addition of reference to appropriate WACS.
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Land and Shoreline Use
40. Addition of reference to Jefferson County Interim Zoning
Ordinance No. 1-0106-91 and 2-0127-92.
44. Addition of Reference to the Tri-Area Community Development
Plan Optimum Land Use Map.
Aesthetics
56. Addition of vegetation removal treatment.
TransDortatiol1
67. Addition of Old Hadlock Rd. intersection relocation and
Morrissey Ave.
68. Addition of nearest bus stop location.
69. Addition of approximately 35 parking spaces.
70. Addition of intersection relocation.
73. Elimination of bus pullouts.
77. Addition of waterline relocation.
xc: CR0953, Environmental
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lln9/94
ENVIRONMENTAL REEVALUATION I CONSULTATION
WSDOT
DISTRICT/
DIVISION
3
I ROAD:
CHIMACUM
ROAD
IPROJECT PROGRAM # JPBDERAL AID #
RS-QI61(002)
I PROJECT #
CR0953
PROJECT TITLE, ENVIRONMENTAL DOCUMENT TYPE & DATE APPROVED
Chimacum Rd., CR0953, Environmental Checkliat (SEPA), Approved 7/15/91 (D.N.S.)
REASON FOR CONSULTATION
THe lCOpe of the work h.. been cbanged to include: relocation of Old Hadlock Rd.lChimacum Rd. inte\'lleclion; addition of a turnaround on
Old Hadlock Rd.; Addition of Iwo gravel parking arca.; relocation of an 8' waterline; purcha.e of additional Right of Way.
DESCRIPTION OP CHANGED CONDITIONS
Due to the exiating inte\'llClCtion configuration of Old Hadlock Rd. with Chimacum Rd, the interaection will be rcln<:ated appro". 300' lOutherly
to a point oppo.Ite Lawn St. and 90 deg...... to Chirnacum Rd. Thi. revi.ion will comply with A.A,S.H.T.O. and W.S,D.O.T. dealV' atandard.
and cntumcc tuming movements to provide for a Mfer intersection.
In c'''liunction with the above mentioned intenection relocation, the ClOuting Old Hadlock Rd. intenection will be removed Md 11 'hammerhead'
configuration turnaround will be conatructed near the exi.ting inten""tion location. The turnaround will allow .ufficlent room for CIOC1'gcney
vehicl.. to maneuver and will provide aceca. to an existing private .ervice road located northerly of and adjacent to the Hadlock apartmcnta.
Two public parking areu adjoining the relocated Old Hadlock Rd, intersection will be conatructed. They will be grav.l aurfaced and provide
approximately 35 parking 'pacea. Aceca. to the parking area. will be from Old Hadlock Rd.
An exi.tlnll City of Port Town.end 8" waterline along the caa' .Ide of Chimacum Rd. will be relocated outaide the roadway limlta. The current
location of the waterline conRicta with the dcaigned location of .torm .ower Improvementa for this project.
Additional Right of Way will nced to be acquired due to the additional roadway widthl nece..ary to incorporate the two way I.ft turn lane,
lid.walkl, curb and guUnn, ltorm drainage facilitl.I, Ind parking areal.
HAVE ANY NEW OR REVISED LAWS OR REGULATIONS BEEN ISSUED SINCE APPROVAL OP THE LAST DOCUMENT THAT
AFFECT THIS PROJECT? YES () NO (X) (If yea explain, ule additional .heela If nec...ary)
\........
WILL THE CHANGED CONDmONS AFFECT THE FOLLOWING DIFFERENTLY THAN DESCRIBED IN THE ORIGINAL
ENVIRONMENTAL DOCUMENT? (If y.I auach a detailed lummary addrel.lns the impacta and mitlsatlon)
I) THREATENED or ENDANGERED, SPECIES
2) PRIME and UNIQUE PARMLAND
3) WBTLANDS
4) PLOODPLAINS
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5) HAZARDOUS WASTE SITES
6) HISTORIC or ARCHAEOLOGICAL SITES
7) 4(1) LANDS
8) 6(1) LANDS
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WILL THESP. CH~NGES RESULT IN ANY CONTROVERSY? YES( ) NO(x) (If YOl, explain)
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WILL TIlE CHANGES CAUSE ADVERSE IMPACTS IN THE FOLLOWING AREAS:
(If yea addreas comments below)
1) AIR QUALITY
2) NOISE
3) LAND USE
4) TRAFFIC or TRANSPORTATION
S) DISPLACEMENT (busineas or reaidenee)
6) ECONOMIC GROWTH and DEVELOPMENT
YES NO
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7) WATER QUALITY
8) VISUAL QUALITY
9) NATURAL RESOURCES and ENERGY
10) PUBLIC SERVICES and UTlLmES
11) VEGETATION snd WILDLIFE
12) RECREATION
COMMENTS:
1) There may be some additionsl minor and temporsry sdverse impaets to Air Quality during construction. No pennanent impaelB are snticipated.
2)
4)
7)
There will be lome increase in noise levels during construction. No pennancnt increase in noilc levcla is expected.
There will be IOme minor impacla an local trame during construction of the relocaled intenection and the two parking areas.
There will be some additinnal otonn water runoOff from Ibe addilion of impervious gravel surfaced parkinll areas. The increase should not be
significanl snd will be hsndled by the slonn drainage structures incorporated inlo the project.
8) There will be some minor visual impacl due to removal of vegetation al the relocated interaection location and at the parking areas.
10) There may be some temporary water service inconveniences due 10 the water distribulion system relocation.
11) There will be sdditional minor amounla of Fir, Alder, Maple, Madrona, and low growing shrubs and bushes cleared to accommodate the
relocated intenection snd the two psrking Sreall.
CONCLUSIONS and or RECOMMENDATIONS
There have been no IilmiJignt changca in the proposed sclion. Previous conclusion. reached in regard to the Dnlioipated impacla of the projecl,
were nol changed by liieidcIliIonal work,
As a reaull of the foregoing, II is the conclusion of this reevaluation, thai the SEPA ENVIRONMENTAL CHECKLIST Is sUII valid, However,
it should be amended to renecl the stated changeo.
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11/28/94
JEFFERSON COUNTY
AMENDED ENVIRONMENTAL CHECKLIST
The state Environmental policy Act (SEPA), RCW 43.21C, requires all
governmental agencies to consider the environmental impacts of a proposal
before making decisions. An environmental impact statement (EIS) must be
prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal;
reduce or avoid impacts from the proposal, if it can be done; and help the
agency decide whether an EIS is required.
PROPONENT: Jefferson Countv
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
Attn: Aubrey Palmer
AUTHORIZED REPRESENTATIVE/CONTACT: Jefferson County Dept. of Public Works
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
DIRECTIONS
This checklist asks you to describe some basic information about your
proposal. The questions apply to the entire proposal, including those phased
over a period of time or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays
in processing this checklist. If you do not know an answer, write "unknown,"
or if a question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical
assistance from qualified persons. The cost of obtaining such information
is the responsibility of the proponent.
Attach any additional information (reports, studies, maps, illustrations,
leases, permits, etc.) that may further describe the proposal or be required
by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance
in completing the checltlist and for information on the administrative
procedures for its processing.
PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRZTE IN THE AREA DESIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCRIPTION
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose) :
The purDose of the proiect is to imorove a portion of the Chimacum Road.
C~0953, Countv Road No. 932507, from M.P. 0.06 to M.P. 0.41. The roadway
will be improved bv widenina on the same alianment. to provide one lane in
each direction with a continuous. center. two-wav left turn lane. Includina
sidewalks. the total roadwav would be 50 feet in width. T~proiect also
orovides for extension of the existina storm drainaae facilities to alleviate
water pondina problems alona the marains of the roadwav and construction of
curbs. gutters and sidewalks on both sides, which will include cross '\Talks
and wheel chair ramos, An 8" water transmission line along the east side or
Chimaaum Rd. will be reloa~ed ror the City or Port Townsend durina roadway
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construction. The roadway improvement also includes relocatina the
intersection of Old Hadlock Road. County Road No. 527109 with Chimacum Road
from it's existina acute an91e. to a ooint opoosite Lawn st. (approx. 300'
southerlY) and 90 de9rees to Chimacum Road. The existing Old Hadlock Road
northerlY of Lawn street will be reconfiaured to a dead end situation with
a "hammerhead turnaround"...nea.r the existina intersection. Two gravel surfaced
parking areas accessed from Old Hadlock Road. adioining (northerly and
southerlv) the new 90 degree intersection of Old Hadlock Road will be
constructed. The roadwavs will be surfaced with aSDhalt concrete pavement.
and traffic control devices installed. Maior items of work will be clearina
and arubbina. aradina. waterlirie relocation. drainaae. surfacina, Davina with
aSDhalt concrete. Davement markina. paint striDina, permanent sianina. and
riaht of way acauisition.
PROPERTY AND AREA DESCRIPTION:
Address: 0.35 miles of Chimacum Road. Countv Road No. 932507. M.P. 0.06 to
M.P. 0.41. from the Old Hadlock Road. Countv Road No. 527109 to
Church Lane. Countv Road No. 528209 and 0.11 miles of Old Hadlock
Road. County Road No. 527109 from Chima cum Road to Lawn street.
County Road No. 528809.
Legal (from property tax statement): Lot: see plans
Block:
Subdivision:
Tax Parcel:
Quarter Sections: SE ~
Section:
Township:
29 North
Range:~ West. W.M.
2
Tax Number:
Land Area Dimensions: Approximatelv 2.950 L.F. of roadway (includina road
approaches) of varvina widths - from 16' wide to 40' wide.
Describe the location, physical characteristics, and extent of land area to
be affected; include all factors that will give an accurate understanding of
the property and its environment:
GENERAL
The roadway is located iU the town of Port Hadlock. approximatelv 6 miles
southerlY from Port Townsend. The surroundina reaion has remained laraelv
~veloped but is currentlv underao~~rowth in residential. commercial
~ recreational development. Chimacum Road is one of the tr~nsDortation
~outes to Port Townsend/Hadlock area from the southerlY ~tions of Jefferson
~v. This route ~also the main truck route to and~ Indian Island
Naval Base and a connection for Marrowstone Island-Chimacum-Hadlock area witb
Hood Canal bridae. State Hiahwav 101, and southerlY and easte~v portions of
the countv. This route currentlY carrys heavy loads of traffic, and is a
school and mail route. as well as providina access to state and countv narks
within the area. Old Hadlock RoaP..Js a rural access road car~'yina liaht
loads of traffic and serves an apartlllfWt complex. a post of:t,ice. Dro:tessional
businesses and residences. The terrain within the area of proDoseq
construction is flat. The area is zoned commercial on each side of the
corridor to be uparaded, with residential zonina in the outlyina areas.
Additional riaht o:t way will be reauired to accomodate the center turnina
lane. curbs. autters. sidewalks and storm sewers on this project.
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SCHEDULE (beginning and ending dates of the proposal, including phases) :
Desian and Enaineerina through March 1995. constructio~~
November 1995.
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OVERALL PLAN (describe future additions, expansions, or related activities
or plans by others that may affect the proposal):
This improvement is to ensure safe traffic movement on this portion 09 the
Chimacum Road 9rovidina for continued development within the area and its
subseauent increase in traffic. The proposed construction is necessarv to
uparade the existina roadwav to current desian standards for svstem
continuitv with the roadwav recentlv constructed north of this proiect
(Hadlock Intersection Improvement. 1986). The pro;ect will reduce traffic
conaestion. provide additional capacitv for cro;ected population increases.
and to improve vehicular and Dedestrian safetv within the proiect area.
utilities relocation proiects will be intearated into the plans. storm water
detention facilities and oil/water separator will be constructed at a later
date to improve existina storm sewer outfall condition.
REQUIRED APPROVALS (all local, state, and federal approvals required for the
completion of the proposal and if any approvals are pending that are related
to the proposal):
Washinaton State Auditor. Washinaton State Department of TransDortation. and
united States Federal Government mav perform a financial and/or Drocedural
audit within a three vear period.
Jefferson Countv SEPA Review
ENVIRONMENTAL DATA (any existing or proposed environmental information such
as studies or documents related to the proposal):
Soil survev bv the Jefferson Countv Soil Conservation Service. Enaineerina
Traffic studv completed 1990, Jefferson Countv comprehensive plan and
communitv plan.
ENVIRONMENTAL COMMENTS
EVALUATION
EARTH
1. Check the item that describes the site:
:1~ rolling
mountainous
hilly
steep slopes
other:
2.
What is the steepest slope on the site?
Identify the approximate percent of the slope:
2% (natural)
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3. What general types of soils are found on the
site (sand, gravel, peat, muck)? If you know
the classification of agricultural soils,
specify them and note any prime farmland:
Gravelv sandv loam.
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4.
Are there surface indications or a history of
unstable soils in the immediate vicinity? If
so, describe them:
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Describe the purpose, type, and approximate
quantities of any filling or grading propooed.
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EVALUATION
Identify the source of the fill: Embankment
material (aporox. 120 c.y.) and roadway
excavation (approx. 2400 c.v. I will be used
for widenina the roadway to accommodate two
way left turn lane and sidewalks. Roadwav
structural section source materials could be
either from Chimacum pit. Cape Georae Pit. or
from a private source unknown at this time.
These auantities include: Gravel Base (aoorox.
3.800 c. y. I . Crushed SurfacinCl Too Course
(aoorox. 1.260 tons I . AflClregate for Cement
Concrete CUrb. Gutter and sidewalk (appr.ox.
1000 s.v.l. aClareClate for asohalt (4100 tons I
and Gravel Backfill for pioe Beddina (aoorox.
150 c.v. I
6.
Could erosion occur as a result of clearing,
construction, or use? If so, generally
describe it: Yes. minor amounts of surface
erosion and infiltration could occur from
disturbance of soils durina and shortlv after
construction. This erosion to be controlled
by precautions taken bv contractor/aaency to
provide. install and maintain Water
Pollution/Erosion Control svstems.
7.
About what percent of the site would be
covered with impervious surfaces after
construction of the project (that is, asphalt
or buildings)? Approx 55% increase from
~inq condition. Overlav or reconstruct
with asphalt concrete pavement existina
Chimacum Road with widenina for two wav left
turn lane. and incorporation of curb. Clutter.
and sidewalk. Overlav and reconstruct Old
Hadlock Road with asohalt concrete oavemen!:.
Surface two oarkina areas wi th crushed
surracina tOD cOYUL
8.
Describe proposed measures to reduce or
control erosion or other impacts to the earth,
if any: A TESC an4--ilnal erosion and
sedimentation plan will be develooed to the
~.E. "Stormwater Manaaement Manual".
~ruction of proiect durina summer months.
~...n..2P.ntrol proQ.~~urina construction
activities will be monitored bv the aaencv to
ensure erosion control measures such as straw
bale check dams in ditches. are active.u
pursued. Re-veaetation bv hydro-seedina upon
comDletion of project. Use waste material
aenerated bv construction as much as feasible
on site. {berms. flatten slopes, widen
shoulders}
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9. What types of emissions to the air, if any,
would result from the proposal during
construction and when the project is completed
(dust, car odors, industrial wood smoke)?
Generally describe and give approximate
quantities, if known: Exhaust from
construction eauipment. Fumes from hot
asphalt concrete durina pavina operations.
Minor amounts of construction dust causina
nuisance factor durina construction. There
will be no lona term chanae in air aualitv due
to the pro;ect.
10. Are there any off-site sources of emissions or
odors that may affect your proposal? If so,
generally describe them: Yes, there will be
and asphalt plant providina pavina materials
for this pro;ect. This plant will meet
reauirements for emissions and be reaistered
as an air pollution source before beainnina
operations.
11. Describe proposed measures to reduce or
control emissions or other impacts to the air,
if any: Application of water for dust
abatement durina construction. broomina or
sweepinor activities. Blade road when
aggreaate ~oist. Debris burnina will not
be allowed. Bury or shred. instead of burn.
Contractor will be reauired to assure
construction eqyipment. and asphalt plant is
maintained to meet present standards for
~aust emissions. KeeD all enaines proDerlv
tuned and ad;usted. Contractor will be
reauired to reaister with the Department of
Ecoloav construction eauipment such as aSDhalt
g1snts and rock crushers and be made aware of
this reauirement at the preconstruct ion
conference. Uoon completion of the project.
aJ) activities will meet the standards of the
OlYmpic Air Pollution Control Authoritv.
WATER
Surrace Water
12. Is there any surface water body on or in the
immediate vicinity of the site, inclUding
year-round or seasonal streams, salt waters,
lakes, ponds, and wetlands? If yes, describe
the type and provide names. If appropriate,
state what stream or river it flows into: __
Yes, Lower HadiQck Bav and subseauentlY Port
Townsend Bav approximatelY ~ mile north
easterlY of proiect location.
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13. Will the project require any work over, in, or
adjacent to the described waters (within 200
feet)? If yes, describe the work and attach
available plans:
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14. Estimate the amount of fill and dredge
material that would be placed or removed from
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EVALUATION
the surface waters or wetlands and indicate
the area of the site that would be affected.
Identify the source of the fill material:___
None
15. Will the proposal require surface water
withdrawals or diversions? Give a general
description and identify the purpose and
approximate quantities, if known:
No
16. Does the proposal lie within a 100-year flood
plain? If so, note the location on the site
plan:
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17. Does the proposal involve any discharges of
waste materials to surface waters? If so,
describe the type of waste and anticipated
volume of discharge: Yes. the existina storm
sewer drainaae svstem will be extended to
include additional catch basins and culverts.
for the roadway svstem and parkina lots. The
oriainal svstem was desianed to take the
additional flow aenerated from this
improvement. See attached correspondence
herebv incorporated bv reference.
Ground Water
.
18. Will ground water be withdrawn or will water
be discharged to ground water? Give a general
description and identify the purpose and
approximate quantities, if known: Yes. arouq9
water for drinkina water for construction
workers will be provided hv the Contra~
from approved offsite source lapprox 100
mU....l. Water for compaction and dust
aDatement will also be from an offsite so~:-~e
(approx. 51 MGAL.) Source unknown at !:!1!S
time.
19. Describe the waste material that would be
discharged into the ground from septic tanks
or other sources, if any (domestic sewage;
industrial wastes and chemicals contained;
agricultural wastes). Describe the general
size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans
the system(s) is expected to serve:
Portable sanitation facilities will be
Drovided for construction workers bv the
Contractor and maintained bv an aPDroved
sanitation service.
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Water Run-Off
(including storm water)
20. Describe the source of run-off, including
storm water. Describe the method of
collection and disposal, if any, including any
known quantities. Where will this water flow?
Will this water flow into other waters? If
so, describe it: storm water runoff will~
experienced from the paved roadwav surfaces
and ad;acent Darkina lots and surroundina
areas and will be connected and drained into
an existina underaround storm sewer svstem
constructed durina Countv Road Pro;ect 582.
Hadlock Intersection Improvement. The water
will flow northeasterlY underaround thru the
storm drain svstem an~ltimately into Lower
Hadlock Bav and then into Port Townsend Bav.
storm water and erosion control systems will
be develooed to DeDt. of Ecologv standards.
21. Could waste materials enter ground or surface
waters? If so, generally describe hOIlI: Small
auantjties ofmBchinerv lubrication could find
their wav into the storm water runoff.
Hjahwav r~off mav contain fertilizers or ~
sub;ect to' accidental !mJ.lls from hazardous
materil.ll trucks usina road. winter sandina
and deicina Dractices.
22. Describe proposed measures to reduce or
control surface, ground, and run-off water
impacts, if any: Runoff wll 1 be controlled bv
drainaae structures incorDorated into the
Dro;ect. and bv immediate re-veq~tationof the
exposed soils after construction. Existing
~oposed drainaae structure will be
maintained to prevent erosion an~~
pollution. Construction activities will be
monitored bv the aaencv to ensure water
aualitv is not adverselv imoacted. Detention
fllcilitv and oil/water separator to be
~onstructedon outfall of svstem at a later
date. A 'l'ESC and final erosion aJ:}d
sedimentation control Dlan will be developed
to the standards. of the D.O.E. "stormwater
ManaIJementManual".
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PLANTS
23. Check the types of vegetation found on the
site:
Deciduous tree: ~
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aspen
other: lIIadrona
Evergreen tree: fix
other: Hemlock
cedar
pine
Shrubs
Grass
Pasture
Crop/Grain
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skunk cabbage
bulrush
other:
Water Plants: water lily eelgrass
milfoil
Other:
24.
What kind and amount of vegetation would be
removed or altered?-Hinor amounts Fir, Alder.
MaDle. Madrona. and low arowina shrubs and
bushes will be cleared for the additional
roadwav widths to incorporate two wav left
turn lane confiaurations. for the Old Hadlock
Road intersection relocation. and the two
~g areas.
List threatened or endangered species known to
be on or near the site:
Unknown
Describe the proposed landscaping, use of
nature plants, or other measures to preserve
or enhance vegetation on the site, if any:
Minimize impacts bv limitina the dearee or
ma9nitude of the construction activities.
H.ggjfication of timina and method~
construction to reduce environmental imp~
Re-vecretation of disturbed areas.
25.
26.
ANIMALS
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27. Check any birds and animals that been observed
on or near the site or are known to be on or
near the site:
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Birds: bAHt heron ~qlt
other:
soncrbirds
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Mammals: deer bear elk beaver
other: raoooon. chiDmunk
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Fish: sea bass
shellfish
salmon
trout
herring
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List any threatened or endangered species to
be on or near the site:
Unknown
29.
Is, the site part of a migration route? If so,
how? Yes. Part of the Puaet Sound reGion for
miaratina aauatic fowl.
30.
Describe proposed measures to preserve or
enhance wildlife, if any: Avoid excessive
clearina and arubbina limits to minimize
impact to veaetated areas. Control clearina
of veaetation to remain.
ENERGY AND NATURAL RESOURCES
31.
What kinds of energy (electric, natural gas,
oil, wood stove, solar) would be used to meet
the completed project's energy needs?
Describe whether it would be used for heating,
manufacturing, etc.: Gas, diesel fuels. and
lubricatina oils for construction eauipment.
Burner fuels for asphalt plant. Asphalt for
tack coat or for asphalt concrete pavement for
roadwav surfacina. Wood or steel products for
walkwav construction.
32.
33.
Would the project affect the potential
solar energy by adjacent properties?
generally describe the affect:
No
What kinds of energy conservation features are
included in the plans of this proposal? List
other proposed measures to reduce or control
energy impacts, if any: Monitorina and
contro~ of construction operations to ensure
comDliance with Federal. state. and Local
Rules and Reaulations to have the least
possible harm to the environment. Promote
recvclina of oil and Aaareaates. Coordination
of Construction activities. Ensure vehicles
and equipment are riaht for the iob.
use of
If so,
ENVIRONMENTAL HEALTH
34. Are there any environmental health hazards,
including exposure to toxic chemicals, risk of
fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal?
If so, describe the hazards: Hazards
associated with heavy construction ea~~
including sDills of petroleum products and
eauipment fires, explosion. storaae tank~
oil and asphalt can rupture and leak from
~l disasters.
35. Describe special emergency services that might
be required: Medical aid for construction
related accidents, containment if fuel or oil
spill occurs from construction related
activities.
36. Describe proposed measures to reduce or
control environmental health hazards, if any:
Follow indtlli!.1:rv star.dllrds for constructiQll
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operations. trainina of personnel. proper
maintenance of eauipment. Proper disposal of
waste materials, Notification of state
Ecoloav Department immediatelv of oil. or
chemical spill.
NOISE
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affect your project (traffic, equipment,
operations)? None
38. What types and levels of noise would be
created by or associated with the project on
a short-term or a long-term basis
(construction, traffic, operation)? Indicate
what hours noise would come from this site:
Short term moderate noise levels would be
eXDerienced from construction eauipment.
Construction noise impacts on residences and
businesses will not substantially exceed
existina ambient noise levels. and be of short
duration. Work would be accomplished durina
davliaht hours onlY. Noise emission of motor
vehicles on public hiahwavs on a lona term
basis.
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39. Describe proposed measures to reduce or
control noise impacts, if any: Restrict
construction operations to davliaht hours
onlv. Reauirement of contractor to maintain
eauipment followina Federal. state and Local
.!1!~rds for this tvpe of eauiDment.
Construction noise levels will complY with WAC
~73-62 and WAC 173-62, Additionallv. restrict
work to week davs. davliaht hours onlv. to
mitiaate noise impacts. Detourina of trucks
awav from noise sensitive areas. Discussion
with owners and tenants as to avoidance
alternatives and measures to minimize harm.
Keep mufflers and exhaust svstems in aood
operatina condition. Continuance of posted 25
M.P.H. speed limit throuah area.
LAND AND SHORELINE USE
40. What is the current use of the site and
adjacent properties? The site is currentlv
used for a transDortation facilitv. Adiac~
properties are zoned commercial wi~h
residential areas. The sit~s desi9nated as
commercial. lvina within the ~_Hadlock
comrnunitv center commercial zone . by th~
~rrerson County Interim Zoning Ordinance No.
1-0106-91. as ammended bv 2-0127-92. ~~
proDosed nroiect is comDatible wi th
surroundina land use and zonina.
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ao, describe the use:
No
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42. Describe any structures on the site: This
corrjdor is an existina transportation
facilitv with existina overhead and
underaround utilities.
43. will any structures be demolished? If so,
what? Existina utilities are subiect to
adiustment or relocation.
44. What is the current comprehensive plan or
community development plan designation of the
site? identify the plan: The Tri-Area
Communi tv Develooment Plan ootimum Use Map
designates this area as Commercial.
45. If applicable, what is the current Shoreline
Master Program designation of the site?______
Not Applicable
46. Has any part of the site been classified as an
"environmentally sensitive" area? if so,
specify the part:
No
47. Approximately how many people would reside or
work in the completed project?
None
48. Approximately how many people would the
completed project displace? None. their will
be no displacements of homes or businesses.
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
Not aDPlicable
50. Describe proposed measures to ensure the
proposal is compatible with existing and
projected land uses and plans, if any:
Enaineering studies to incorporate proiected
traffic arowth in the area. The recomlnended
desian appears to meet the Dlannina aoals and
obiectives alona the corridor. The
imDrovement is based on traffic plannina which
considers the need for Dresent and future
traffic reauiremsnts within the context of
Dresent and future land use development, The
~sed action is consistent with the
maintenance and enhancement of lona-term
productivitv for the local area.
HOUSING
51. Approximately how many units would be
provided, if any? Indicate whether the
housing is high, miqdle, or low income:______
Not aDnlicable
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52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is
high, middle, or low income:
Not applicable
53. Describe proposed measures to reduce or
control housing impacts, if any:
Not applicable
AESTHETICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is
the principal exterior building material(s)
proposed? Not applicable
55. What views in the immediate vicinity would be
altered or obstructed? Short duration visual
intrusion of construction eauiDment.
~
56. Describe proposed measures to reduce or
control aesthetic impacts, if any: Removal of
all proiect debris resultina from the
construction acti vi tv. Veaetation Removal
will be keDt: to a minimum near the northerly
parking area. Ultimate re-veaetation of
disturbed areas. Discussion with owners and
tenants to include avoidance alternatives and
measures to minimize harm. KeeD traffic
controls and sians well maintained. Do not
start iob unless intent is to complete in one
continuous operation.
L:IGHT AND GLARE
57. What type of light or glare would the proposal
produce? What time of the day would it mainly
occu,r? No overhead illumination is planned
for this roadwav section. Possi'9.le use of
flashina beacons to delineate obstruction or
hazard in the roadwav and aid in identifving
the work area at niaht.
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58. Could light or glare from the finished project
be a safety hazard or interfere with views?_
No
59. What existing off-site sources of light or
glare may affect your proposal?
None
60. Describe proposed measures to reduce or
control light and glare impacts, if any:~
of low intensi tv liahtina. ~inish work and
~e to surfacing suitable for use bv Dubliq
traffic durina davliaht hours.
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61. What designated and informal recreational
opportunities are in the immediate vicinity?
Sports fishina. huntina, shellfish aatherina.
swimmina. boatina.
62. Would the proposed project displace any
existing recreational uses? If so, describe
the displacement:
No
63. Describe the proposed measures to reduce or
control impacts on recreation, including
recreational opportunities to be provided by
the project or proponent, if any:
None
HISTORICAL AND CULTURAL PRESERVATION
64. Are there any places or objects listed on or
proposed for national, state, or local
preservation registers known to be on or next
to the site? If so, generally describe them:
None known
65. Generally describe any landmarks or evidence
of historic, cultural, archaeological, or
scientific importance known to be on or next
to the site:
None known
66, Describe proposed measures to reduce or
control impacts, if any: If historical
cultural. or archeoloaical ob;ects are
encountered, a determination will be made of
significance from a historical or scientific
standpoint and preserved.
TRANSPORTATION
67, Identify public streets and highways serving
the site and describe the proposed access to
the existing street system. Show on the site
plan. Intersection relocation of Old Hadlock
Road. Intersection imcrovements to Lawn
Street, Blanche Avenue. Morrissey Ave.. and
Church Lane will be minimal due to pro;ect
scooe and low traffic volumes. Thev will
~ain as constructed, with minor safetv
imcrovement for pedestrian safetv. See
attached or01ect limits mac.
68. Is the site currently served by public
transit? If no, what is the approximate
distance to the nearest transit stop?~s. the
transit system does use these roads. The
nearest stOD is approx. 0.11 miles north tin
Hadlock) of. the beg~ng of the pr01ect.
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EVALUATION
How many parking spaces would the completed
project have? How many would the project
eliminate? A combined tota~ of approximately
35 parking spaces in the two araYe~ parking
areas wil~ resu~t from this oroiect. The
proiect wi~~ not eliminate any existina
parkina spaces. No oarkina wi~l be allowed
within the roadway portion of the proiect.
Access will be provided for private offstreet
Darkina.
70. will the proposal require any new roads,
streets, or improvements to existing roads or
streets, not including driveways? If so,
generally describe them, indicating whether
they are public or private: Yes. this pro;ect
is to improve a public hiahway. The proposed
Dlan involves applvina full 3R desian
standards for inclusion of a two way left turn
lane. curb, autter. sidewalk. and intersection
relocation.
71. will the project use water, rail, or air
transportation, or occur ~n the immediate
vicinity of these facilities? If so,
generally describe the use:
No
72. How many vehicular trips per day would be
generated by the completed project? If known,
indicate when peak volumes would occur: 5290
~raae Dailv Traffic in 1990 traffic count.
Peak volumes occur at 7:00 to 9:00 A.M. and
aaain at 3:00 to 5:00 P.M.
73. Describe proposed measures to reduce or
control transportation impacts, if any: The
Droposed desian recommends actions that are
considered most desirable to fulfill the
reauirements of communitv cohesion, and to
~duce and control traffic impacts aenerated
bv area development. The handicaDPed and
transit dependants will be addressed bY
Drovidina wheelchair rampina at intersection
sidewalk crossinas where necessary. Detours.
if necessarv. will be discussed with owners or
tenants with approximate routes and duration.
PUBLIC SERVICES
74. Would the project result in an increased need
for public services (fire protection, police
protection, health care, schools)? If so,
generally describe the results: Yes. onlv
durina ,duration of pro;ect for possible fire
protection, medical aid. or emeraencv traffic
control.
75. Describe proposed measures to reduce or
control direct impacts on pUblic services, if
any: Contractor shall know and observe all
~ws and rules (state, Federal or Locall on
fire prevention. and safetv,
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UTJ:LJ:TIES
76. Check which utilities are currently available
at the site:
water electricity natural gas
refuse service teleDhone
septic system sanitary sewer
other: cable television
77. Describe the utilities that are proposed for
the project, the utility providing the
service, and the general construction
activities on the site or in the immediate
vicinity that might be needed: utility
relocation oro;ects will be intearated into
the plans. Overhead Dower lines. telephone
lines. and cable television lines will need to
be relocated or ad;usted. city of Port
Townsend Water Dept. wi~l re~ocate existina 8"
water~ine alon~ the east side of Chimacum Rd.
as Dart of this oroiect.
ACKNOWLEDGEMENT
I acknowledge that all fnformatfon provided fn this checklist and all attached materfal is true and correct to the best of lIlY'
knowledge. I troderstand the lesd agency Is relying on this Information to make Its decision. In addition, I understand that
review under SEPA does not constitute approval of a proposal; corJ'f)llaoce with locaL, stete, and federal regulations appL feable
to the proposal shall consthute approval. (Check whh appropriate agencies to deter.nfne what approvaLs are required.) SEPA
approval fa baaed on the fnformation I have provided. If found inaccurate, approval could be withdrawn.
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JEFFERSON COUNTY
ENVIRONMENTAL CHECKLIST
The State Environmental Policy Act (SEPA), RCW 43.21c, requires all
governmental agencies to consider the environmental impacts of a proposa~
before making decisions. An environmental impact statement (EIS) must !;e
prepared for all proposals with probable significant adverse impacts on the
quality of the environment. The purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal;
reduce or avoid impacts from the proposal, if it can be done; and help the
agency decide whether an EIS is required.
PROPONENT: Jefferson Countv
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
Attn: Bruce Laurie
AUTHORIZED REPRESENTATIVE/CONTACT: Jefferson Countv Dent. of Public Works
ADDRESS: P.O. Box 1220. Port Townsend. WA 98368
TELEPHONE: (home)
(business) (206)-385-9160
DlREC~IONS
This checklist asks you to describe some basic information about your
proposal. The questions apply to the entire proposal, including those phased
over a period of time or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays
in processing this checklist. If you do not know an answer, write "unknown,"
or if a question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical
assistance from qualified persons. The cost of obtaining such information
is the responsibility of the proponent.
Attach any additional information (reports, studies, maps, illustrations,
leases, permits, etc.) that may further describe the proposal or be required
by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance
in completing the checklist and for information on the administrative
procedures for its processing.
PLEASE PRIN'l' IN IN1\: OR TYPE EACH ANSWER. DO NO'1' WRITE IN THE AREA DESIGNATED
"EVALUA'1'ION."
PROPOSAL AND PROPERTY DESCRIPTION
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose) :
The purpose of the pro;ect is to improve a nortion of the chimacum Road,
CR0953. Countv Road No. 932507, from M.P. 0.08 to M.P. 0.35. The roadwav
will be imnroved bv widenina on the same alianment. to provide two lanes in
each direction with a continuous, center. two-wav left turn lane. Includina
sidewalks, the total roadwav would be 50 feet in width. The pro;ect also
provides for extension of the existina storm drainaae facilities to alleviate
water pondina Droblems alona the marains of the roadwav and construction 2!
curbs. autters and sidewalks o~ both sides, which will include cross walks
and wheel chair ramps, The roadwav will be surfaced with asphalt concrete
pavement. and traffic control devices installed, Ma;or items of work will
~learina and arubbina. arading. drainina, surfacina. pavina with aBPha~
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PROPERTY AND AREA DESCRIPTION:
Address: 0.27 mile of Chimacum Road. Countv Road No. 527109, M.P. 0.08 to
M.P. 0.35. from the Old Hadlock Road. County Road No. 527109 to
Church Lane. Countv Road No. 528209.
Legal (from property tax statement): Lot:
Block:
Subdivision:
Tax Parcel:
Quarter sections: SE ~
section:
Township:
2
29 North
Range:
1 West, W.M.
Tax Number:
Land Area Dimensions: Approximatelv 3,210 L.F. of roadwav of varvina widths
(includina road aDProaches).
Describe the location, physical characteristics, and extent of land area to
be affected; include all factors that will give an accurate understanding of
the property and its environment:
The roadwav is located in the town of Port Hadlock. approximatelv 6 miles
southerlv from Port Townsend. The surroundina reaion has remained laraelv
undeveloped but is currentlv underaoina a arowth in residential. commercial
and recreational development. The Chimacum Road is one of the transportation
routes to Port Townsend/Hadlock area from the southerlv portions of Jefferson
Countv. This route is also the main truck route to and from Indian Island
Naval Base and connection for Marrowstone Island-Chimacum-Hadlock area with
Hood Canal bridae. state Highwav 101. and southerlv and easterlv portions of
the countv. This route currentlv carrvs heavy loads of traffic. and is a
~ and mail route, as well as providina access to state and countv parks
within t~ea. The terrain within the area of proposed construction is
flat. The area is zoned commercial on each side of the corridor to be
uparaded. with residential zonina in the outlvina areas. Additional riaht
of wav will not be reauired on this Droiect.
SCHEDULE (beginning and ending dates of the proposal, including phases):
Desian and Enaineerina throuah Februarv 1992, construction from Julv 1992 to
October 1992.
OVERALL PLAN (describe future additions, expansions, or related activities
or plans by others that may affect the proposal):
This jmprovement is to ensure safe traffic movement on thjs portion of the
Chimacum Road Drovidina for continued development within the area and its
subseauent increase in traffic. The proposed construction is necessarv to
uparade the existina roadway to current desian standards for svstem
continuitv with the roadwav recent Iv constructed north of this proiect
(Hadlock Intersection Improvement. 1986). The proiect will reduce traffic
conaestion, Drovide additional capacitv for Droiected population increases,
and to improve vehicular and pedestrian safetv within the proiect area.
utilities relocation proiects mav be intearated into the plans. Storm water
detention facilities and oil/water separator will be constructed at a later
date to improve existina storm sewer outfall condition.
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REQUIRED APPROVALS (all local, state, and federal approvals required for the
completions of this proposal and if any approvals are pending that are
related to the proposal):
Washinaton State Auditor. Washinaton state DeDartment of Transportation. and
United states Federal Government mav perform a financial and/or procedural
audjt within a three vear period.
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ENVIRONMENTAL DATA (any existing or proposed environmental information such
as studies or documents related to the proposal):
soil survev bv the Jefferson Countv Soil Conservation Service. Enaineerina
Traffic studv comDleted 1990. Jefferson Countv comprehensive plan and
communitv plan.
ENVIRONMENTAL COMMENTS
EVALUATION
EARTH
1. Check the item that describes the site:
flat rolling
mountainous
hilly
steep slopes
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2. What is the steepest slope on the site?
Identify the approximate percent of the slope:
2% (natural)
3. What general types of soils are found on the
site (sand, gravel, peat, muck)? If you know
the classification of agricultural soils,
specify them and note any prime farmland:
Gravelv sandv loam.
4. Are there surface indications or a history of
unstable soils in the immediate vicinity? If
so, describe them:
No
5. Describe the purpose, type, and approximate
quantities of any filling or grading proposed.
Identify the source of the fill: Embankment
material (aPDrox. 300-500 c.v.) will be used
for widenina the roadwav to accommodate two
wav left turn lane and sidewalks. Roadwav
structural section source materials could be
either from chimacum pit. Cape Georae pit. or
from a private source unknown at this time.
These auantities include: Gravel Base (approx.
1000-1500 c.v.). Crushed Surfacina Top Course
lADcrox. 500-800 tons). Aaareaate for Cement
Concrete Curb. Gutter and sidewalk (aPDrox.
1600-2000 s.v.). aaareaate for as~halt (1200-
1500 ton) and Gravel Backfill for Pipe Beddina
(aDProx. 300-400 c.v.)
Could erosion occur as a result of clearing,
construction, or use? I.f so, generally
describe it: Yes. minor amounts of surface
erosion and infiltration could occur from
disturbance of soils durina and shortlv after
construction. This erosion to be controlled
bv precautions taken bv contractor/aaencv to
provide. install and maintain Water
Pollution/Erosion Control svstems.
6.
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EVALUATION
7. About what perc~nt of the site would be
covered with ~mpervious surfaces after
construction of the project (that is, asphalt
or buildings)? ADProx 30% increase from
existinq condition. Overlay or reconstruct
with asphalt concrete Davement of existinq
Chimacum Road with wideninq for two wav left
turn lane. and incorDoration of curb. autter
and sidewalk.
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8. Describe proposed measures to reduce or
control erosion or other impacts to the earth,
if any: Construction of Dro;ect durinq summer
months. Erosion control procedures durinq
construction activities will be monitored bv
the aqencv to ensure erosion control measures
are activelv pursued. Re-veqetation bv hvdro-
seedinq upon completion of Dro;ect. Use waste
material aenerated bv construction as much as
feasible on site. (berms. flatten slODes,
widen shoulders)
AIR
9. What types of emissions to the air, if any,
would result from the proposal during
construction and when the project is completed
(dust, car odors, industrial wood smoke)?
Generally describe and give approximate
quantities, if known: Exhaust from
construction eauipment. Fumes from hot
asphalt concrete durinq pavinq operations.
Minor amounts of construction dust causinq
nuisance factor durinq construction. There
will be no lonq term chanqe in air qualitv due
to the proiect.
10. Are there any off-site sources of emissions or
odors that may affect your proposal? If so,
generally describe them: Yes. there will be
and asphalt plant Drovidina pavinq materials
for this proiect. This Dlant will meet
reauirements for emissions and be reaistered
as an air pollution source before beainnina
operations.
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11. Describe proposed measures to reduce or
control emissions or other impacts to the air,
if any: Application of water for dust
abatement durinq construction. brooming or
sweepina activities. Blade road when
aqareaate is moist. De~~is burnina will not
be allowed. Burv or shred. instead of burn.
Contractor will be required to' assure
construction eauipment. and asphalt plant is
maintained to meet present standards for
exhaust emissions. Keep all enaines nroperlv
tuned and ndiusted. Contractor will be
reauired to reaister with the DeDartment of
Ecoloav construction equipment such as aSDhalt
plants and rock crushers and be made aware of
this reauirement at the preconstruct ion
conference.
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WATER
Surface Water
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Is there any surface water body on or in the
immediate vicinity of the site, including
year-round or seasonal streams, salt waters,
lakes, ponds, and wetlands? If yes, describe
the type and provide names. If appropriate,
state what stream or river it flows into:
Yes. Lower Hadlock Bay and subseauentlv Port
Townsend Bay aPDroximatelY l,; mile north
easterlv of pro;ect location.
13.
will the project require any work over, in, or
adjacent to the described waters (within 200
feet)? If yes, describe the work and attach
available plans:
No
14.
Estimate the amount of fill
material that would be placed or
the surface waters or wetlands
the area of the site that would
Identify the source of the fill
and dredge
removed from
and indicate
be affected.
material:
None
15.
will the proposal require surface water
withdrawals or diversions? Give a general
description and identify the purpose and
approximate quantities, if known:
No
16.
Does the proposal lie within a 100-year flood
plain? If so, note the location on the site
plan:
No
17.
Does the proposal involve any discharges of
waste materials to surface waters? If so,
describe the type of waste and anticipated
volume of discharge:~ the existina s~
sewer drainaae svstem will be extended to
include additional catch bas~nd culverts,
for the roadwav svstem and oarkina lots. The
oriainal svstem was desianed to take the
additional flow aenerated from this
improvement. See attached corresDondence
herebv incorporated bv reference.
Ground Water
lB. will ground water be withdrawn or will water
be discharged to ground water? Give a general
description and identify the purpose and
approximate quantities, if known:~s. around
~ for drinkina water for construction
workers will be provided bv the CorUa:A~
from a~DroYed offsite sourco (aporox 100
aal. ) . Water for compaction and dust
abatement will also be from an offsite source
(aporox. 20 MGAL.) Source unknown at this
time.
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19. Describe the waste material that would be
discharged into the ground from septic tanks
or other sources, if any (domestic sewage;
industrial wastes and chemicals contained;
agricultural wastes). Describe the general
size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans
the system(s) is expected to serve:
Portable sanitation facilities will be
provided for construction workers bv the
Contractor and maintained bv a aDDroved
sanitation service.
Water Run-O~f
(including storm water)
20. Describe the source of run-off, including
storm water. Describe the method of
collection and disposal, if any, including any
known quantities. Where will this water flow?
Will this water flow into other waters? If
so, describe it: storm water runoff will be
eXDerienced from the paved roadwav surfaces
and ad;acent parkina lots and surroundinq
areas and will be connected and drained into
an existinq underaround storm sewer system
constructed durina Countv Road Pro;ect 582.
Hadlock Intersection Improvement. The water
will flow northeasterlv underqround thru the
storm drain svstem and ultimate Iv into Lower
Hadlock Bay and then i.nto Port Townsend Bay.
21. Could waste materials enter ground or surface
waters? If so, generally describe how:,~
q-uantities of machinery lubrication could find
their wav into the storm water run~
Highwav runoff may contain fertilizers or be
sub;ect to accidental spills from hazardous
material trucks usina road. Winter sandinq
and deicina practices.
22. Describe proposed measures to reduce or
control surface, ground, and run-off water
impacts, if any: Runoff will be controlled bv
~rainaqe structures in corD orated into the
pro;ect. and bv immediate re-veqetation of the
exposed soils after construction. Existinq
and DroDosed drainaqe structure will be
maintained to prevent erosion and other
Dollution. Construction activities will be
monitor~y the aaencv to ensure water
aualitv is-pot adverselY impacted. Detention
facilitv and oil/water separator to be
~tructed on outfall of svstem at a later
date.
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PLANTS '
Check the t.ypes of veget.ation found on t.he
site:
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ENERGY AND NATURAL RESOURCES
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31.
What kinds of energy (electric, natural gas,
oil, wood stove, solar) would be used to meet
the completed project's energy needs?
Describe whether it would be used for heating,
manufacturing, etc.: Gas. diesel fuels. and
lubricatina oils for construction eauipment.
Burner fuels for asphalt plant. Asphalt for
tack coat or for asphalt concrete pavement for
roadwav surfacina. Wood or steel products for
walkwav construction.
32.
Would the project affect the potential
solar energy by adjacent properties?
generally describe the affect:
No
use of
If so,
33.
What kinds of energy conservation features are
included in the plans of this proposal? List
other proposed measures to reduce or control
energy impacts, if any: Monitorina and
control of construction operations to ensure
comDliance with Federal. state, and Local
Rules and Reaulations to have the least
possible harm to the environment. Promote
recvclina of oil and Aaareaates. Coordination
of Construction activities. Ensure vehicles
and eauipment are riaht for the ;ob.
ENVIRONMENTAL HEALTH
34.
Are there any environmental health hazards,
including exposure to toxic chemicals, risk of
fire and explosion, spill, or hazardous waste,
that could occur as a result of this proposal?
If so, describe the hazards: Haz~
associated with heavy construction eauipment.
includina spills of Detroleum Droducts and
eauipment fires. explosion. storaae tanks for
oil and asphalt can rupture and leak from
natural disasters. Trichloroethane aSDhalt
solvent for determination of aaareaate
gradation and asphalt content of pavina
~ures and pavement samples.
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35. Describe special emergency services that might
be required: Medical aid for constr~
related accidents. containment if fuel or oil
spill occurs from construction relateg
activities.
36. Describe proposed measures to reduce or
control environmental health hazards, if any:
Follow industry standards for construction
~tions. trainina of gersonnel, prODer
maintenance of eauipment. Proper disposal of
waste materials. Notification of state
Ecoloav Department immediatelv of oil. or
QJlemical spill.
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Evergreen tree: fir
other: Re1ll1ocJt
cedar
pine
Shrubs
Crop/Grain
Grass
Pasture
Wet soil Plants: cattail buttercup
skunk cabbage
bulrush
other:
Water Plants: water lily eelgrass
milfoil
Other:
24.
What kind and amount of vegetation would be
removed or altered? Minor amounts Fir. Alder.
MaDle. Madrona. and low orowino shrubs and
bushes will be cleared for the additional
roadwav widths to incorporate two wav left
turn lane confiaurations.
25.
List threatened or endangered species known to
be on or near the site:
Unknown
26.
Describe the proposed landscaping, use of
nature plants, or other measures to preserve
or enhance vegetation on the site, if any:
Minimize imDacts bv limitina the dearee or
maanitude of the construction activities.
MOdification of timina and methods of
construction to reduce environmental impacts.
Re-veaetation of disturbed areas.
ANIMALS
27.
Check any birds and animals that been observed
on or near the site or are known to be on or
near the site:
Birds: ~ heron eaa1e
other:
sonabirds
Mammals: deer bear elk beaver
other: racooon. ohiDmunJt
Fish: sea bass
shellfish
trout
herring
salmon
other:
28. List any threatened or endangered species to
be on or near the site:
Unknown
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29. Is the site part of a migration route? If so,
how? Yes. Part of the puaet Sound reaion for
migratina aauatic fowl.
30. Describe proposed measures to preserve or
enhance wildlife, if any: Avoid excessive
clearina and arubbina limits to nlini'l1lize
imDact ~~aetated areas. Control clearina
of veaetation to remain,
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NOXSE
37. What types of noise exist in the area that may
affect your project (traffic, equipment,
operations)? None
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38. What types and levels of noise would be
created by or associated with the project on
a short-term or a long-term basis
(construction, traffic, operation)? Xndicate
what hours noise would come from this site:
Short term moderate noise levels would be
experienced from construction eauipment.
Construction noise imDacts on residences and
businesses will not substantiallv exceed
existinq ambient noise levels. and be of short
duration. Work would be accomplished during
davliaht hours onlv. Noise emission of motor
vehicles on public hiqhwavs on a lona term
basis.
39. Describe proposed measures to reduce or
control noise impacts, if any: Restrict
construction operations to davliqht hours
onlv. Reauirement of contractor to maintain
eauipment followina Federal. state and Local
standards for this type of equiDment.
Additionallv, restrict work to week da~s,
davliaht hours onlv. to mitiaate noise
impacts. Detourinq of trucks awav from noise
sensitive areas. Discussion with owners and
tenants as to avoidance alternatives and
measures to minimize harm. KeeD mufflers and
exhaust svstems in aood operatina condition.
Continuance of Dosted 25M. P. H. speed 1 imi t
throuah area.
LAND AND SRORELXNE USE
40. What is the current use of the site and
adjacent properties? The site is currently
used for a transportation facilitv. Adiacent
~erties are zoned commercial with
residential areas. The proposed proiect is
comDatible with surroundina land use and
2:onina.
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41. Has the site been used for agriculture? If
so, describe the use:
No
42. Describe any structures on the site: This
corridor is an existina transportation
fiill.,itv with existina overhead and
underaround utilities.
43. Will any structures be demolished? If so,
what?~tina utilities are subiect to
~stment or relocation.
.
44. What is the CUrrent comprehensive plan or
community development: plan designa'tion of the
site? identify the plan: Jefferson County
~omDrehensive Plan idel'\.tJ..lles this area as
Commercial.
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45. If applicable, what i~ the current Shoreline
Master Program designation of the site?______
Not Applicable
46. Has any part of the site been classified as an
"environmentally sensitive" area? if so,
specify the part:
No
47. Approximately how many people would reside or
work in the completed project?
None
48. Approximately how many people would the
completed project displace? None. their will
be no displacements of homes or businesses.
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
Not aDPlicable
50. Describe proposed measures to ensure the
proposal is compatible with existing and
projected land uses and plans, if any:
Enaineerina studies to incorporate Droiected
traffic growth in the area. The recommended
desian appears to meet the plannina aoals and
ohiectives alona the corridor. The
improvement is based on traffic plannina which
considers the need for present and future
~ffic reauil"ements within the context of
present and future land use development. The
proposed action is consistent with the
maintenance and enhancement of lona-term
Droductivitv for the local area.
HOUSI:NG
51. Approximately how many units would be
provided, if any? Indicate whether the
housing is high, middle, or low income:______
Not aDPlica~le
52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is
high, middle, or low income:
Not aDPlicable
53. Describe proposed moasures to reduce or
control housing impacts, if any:
Not aDPlicable
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AESTHETICS
54. What is the tallest height of any proposed
structure(s), not includinq antennas? What is
the principal exterior buildinq material (s)
proposed? Not applicable
55. What views in the immediate vicinity would be
altered or obstructed? Short duration visual
intrusiort-Q~onstruction eauipment.
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56. Describe proposed measures to reduce or
control aesthetic impacts, if any: Removal of
all proiect debris resultina from the
construction activitv. Ultimate re-veaetation
of disturbed areas. Discussion with owners
and tenants to include avoidance alternatives
and measures to minimize harm. Keep traffic
controls and sians well maintained. Do not
start iob unless intent is to complete in one
continuous operation.
LIGHT AND GLARB
57. What type of light or glare would the proposal
produce? What time of the day would it mainly
occur? No overhead illumination is Dlanned
for this roadwav section. Possible use of
flashina beacons to delineate obstruction or
hazard in the roadwav and aid in identifvina
the work area at niaht.
58. Could light or glare from the finished project
be a safety hazard or interfere with views?_
No
59. What existing off-site sources of light or
glare may affect your proposal?
None
60. Describe proposed measures to reduce or
control light and glare impacts, if any:~
of low intensity liahtina. Finish work and
grade to surfacina suitable for use bv nublic
traffic durina davliaht hours.
RECREATION
61. What designated and informal recreational
opportunities are in the immediate vicinity?
Sports fishina. huntina. shellfish aatherina.
swimmjna. boatina.
62. Would the proposed project displace any
existing recreational uses? If so, describe
the displacement:
No
63. Describe the proposed measures to reduco or
control impacts on recreation, including
recreational opportunities to be provided by
the project or proponent, if any:
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HISTORICAL AND CULTURAL PRESERVATION
64. Are there any places or objects listed on or
proposed for national, state, or local
preservation registers known to be on or next
to the site? If so, generally describe them:
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65. Generally describe any landmarks or evidence
of historic, cultural, archaeological, or
scientific importance known to be on or next
to the site:
None known
66. Describe proposed measures to reduce or
control impacts, if any: If historical
cultural. or archeoloaical ob;ects are
encountered. a determination will be made of
sianificance from a historical or scientific
standpoint and preserved.
TRANSPORTATION
67. Identify public streets and highways serving
the site and describe the proposed access to
the existing street system. Show on the site
plan. Intersection improvements to Old Hadlock
Road, Lawn Street, Blanche Avenue. and Church
Lane will be minimal due to pro;ect scope and
low traffic volumes. Thev will remain as
constructed, with minor safetv improvement for
pedestrian safetv. See attached proiect
limits map.
68. Is the site currently served by public
transit? If no, what is the approximate
distance to the nearest transit stop? Yes. the
transit svstem does use these roads.
Jefferson Transit will be notified of the
pro;ect. and coordination for bus pullout
locations. if necessarv. will be provided.
69. How many parking spaces would the completed
project have? How many would the project
eliminate? None, parkina will not be allowed
within the limits of this Droiect. Access
will be provided for private offstreet
parkina.
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70, Will the proposal require any new roads,
streets, or improvements to existing roads or
,streets, not including driveways? If so,
generally describe them, indicating whether
they are public or private: Yes. this proiect
ic to im~rove a pUblic hiahwav. The,proDosed
plan involves aDplyina full 3R de sian
~~rds for inclusion of a two wav left turn
lane, curb. autter. and sidewalk.
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71. will the project use water, rail, cr air
transportation, or occur in the immediate
vicinity of these facilities? If so,
generally describe the use:
No
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72. How many vehicular trips per day would be
generated by the completed project? If known,
indicate when peak volumes would occur:~
Averaoe Dailv Traffic in 1990 traffic count.
Peak volumes occur at 7:00 to 9:00 A.M. and
aoain at 3:00 to 5:00 P.M.
73. Describe proposed measures to reduce or
control transportation impacts, if any:~
proDosed des ion recommends actions are
considered most desirable to fulfill the
reouirements of communitv cohesion. and to
reduce and control traffic impacts oenerated
bv area development. The handicapped and
transit dependants will be addressed bv
providino wheelchair rampino at intersection
sidewalk crossinos and bus Dullouts where
necessary. Detours. if necessarv. will be
discussed with owners or tenants with
approximate routes and duration.
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74. Would the project result in an increased need
for public services (fire protection, police
protection, health care, schools)? If so,
generally describe the results: Yes. onlv
durino duration of pro;ect for Dossible fire
protection. medical aid. or emeraencv traffic
control.
75. Describe proposed measures to reduce or
control direct impacts on public services, if
any: Contractor shall know and observe all
laws and rules (state, Federal or Loca~
fire orevention, and safetv.
UTILITIES
76. Check which utilities are currently available
at the site:
~~ eleotricitv natural gas
refuse service teleDhone
septic system sanitary sewer
other: cable television
77. Describe the utilities that are proposed for
the project, the utility providing the
service, and the general construction
activities on the site or in the immediate
vicinity that might be needed: Utilitv
relocation proiects mav be intearated into the
plans, Overhead Dower lines. water lines.
teleDhone lines. and cable television lines
mav need to be relocated or adiusted.
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I acknowledge t~at all Info.....tlon provided In this checklist and ell attach.,j ...terlel la true and correct to t~e best of lIlY
knowlodge. I u>deratand t~e le.,j egency la relying on thla Infor...tlon to IIl8ke Ita doclalon. In edcfttlon, I """,,ratonel that
review under SEPA doe. not constitute _rove I of e proposal; c"""lIenea with locel. stete, ind f&derel reguletl_ appllcabla
to the propose I ahall constitute approvel. (Check with appropriate qer.cles to detenol... ""et approvels are raqulr.,j.) SEPA
approval Is b...,j on tha tlun I have ....ovlded. If found '...ccurate, approvel could be wlthdrewn.
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DETERMINATION OF NON-SIGNIFICANCE
.AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POLICY ACT
DATE:
July 15, 1991
DESCRIPTION OF PROPOSAL: The proposal is Item No. 12 of the
1991 Annual Construction Program, Chimacum Road, located in the SE
1/4 of section 2, T. 29 N., R. 1 W., W. M.. The proposal is to
widen existing roadway to include two way left turn lane
channelization, construct storm drainage facilities, curbs,
gutters, and sidewalk, surface with A.C. Pavement, and install
traffic facilities.
PROPONENT:
Jefferson county Department of Public Works.
NOTICE OF LEAD AGENCY:
this proposal.
NOTICE' OF NON-SIGNIFICANCE: Jefferson County has determined that
the above described proposal would not have a probable significant
adverse impact on the environment and environmental impact
statement is not required under RCW 43.21C.030(2)(C). This
decision was made after review of completed environmental
checklists and other information on file with the lead agency.
Jefferson County is the lead agency for
COMMENT PERIOD: This determination is issued pursuant to WAC
197-11-340 (2). Jefferson County will not act on the above
described proposal for at least fifteen days from the date of this
determination. Comments must be submitted to the Jefferson County
Public Works Department, County Courthouse, P.O. Box 1220, Port
Townsend, Washington, by Julv 31. 1991.
xc: Washington State Department of Ecology
Washington state Department of Wildlife
Washington State Departmcnt of Fisheries
Washington state Department of Natural Resources
Jefferson County Health Department
Point No Point Treaty council
Port Townsend - Jefferson county Leader
Jefferson County Planning Department
cR0953, Environmental Data
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Washington State
Department of Transportation
Transportalton Building KF-01
Olympia, Washington 98504.5201
(206) 753.6005
Du.ne a.rent.on
Secretary of Transportation
April 22, 1991
R E (.;, I: 1/ \. l,,~,
Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson street
Port Townsend, WA 98368-5724
APR 25 1991
JEFFERSON COUN'
PUBLIC WORI<<:1 ,...
Jefferson County
Chimacum Road
RS-Q161(002)
FUND ~UTRORIZATr.ON
Dear Mr. Rowe:
We have received FHWA fund authorization, effective April 1,
1991, for this project as follows:
lHME.
Preliminary Engineering
In' I!kddition, . categorical
'approved. '
Attached for your information and file is a fully executed copy
of City/County Agreement LA-1416 between the state and your
agency.
TOTAl!
$36,000
exclusion
FEDERAL SHARE
$29,927
determination has been
Attached is a pre-printed Progress Bill form for the referenced
project. Please forward this form to the person handling
billings.
If costs for any phase of work are expected to exceed those shown
on this Supplement (lines "d", "h", or "0"), you should submit
another suppleZdental agreement to WSDOT. All costs exceeding
those in tbe latest eXl3cuted agreement are the sole
responsibility of your agency.
Upon receipt of your certification of Right of Way,
notification that the project is ready for advertisement and a
supplement to the city/county Agreement which includes
construction funds, the construction phase of this project will
be considered for funding.
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accordance with
agreement.
with
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WSDOT approved certification Acceptance
Sincerely,
?f~ r?(. ~
WAYNE T. GRUEN, P.E.
Local Programs Engineer
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Ai:tachment
cc: Bob Holcomb, Dist. 3
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WASHINGTON STATE DEPARTMENT OF lRANSPORTATION
FEDERAL - AID PROJECT PROSPECTUS
DATE
2-22-91
AGENCY~ili:r..a.on Co. FEDERAl-AID PROJECT NUMBER RS . Q161 L-l
--,s;eyrx-- Route
FEDERAL PROGRAM TITLE: 0 20.204 lKi 20.205 0 20.206 020.209 0 Other
PROJECT TInE- Chima cum Rd. Improvement, CR09S3
PROJECT TERMINI FROM Old Hadlock Rd.
TO Church Lane
FROM: MP ~g_ TO ~ MP
length 01 Project ~Miles AWARDlYPE
~ local 0 State
o local Forces 0 Railroad
Federal Agency: 1X1 FHWA
DOtheL$
C~y Number___._ County Number
16
EIS CE EA
DOT Distric1...................~............_.. Congressional Distrlcl...............?.........._.... D I O!! II 0 III
legislative Dlstricts_ Urban Area Number _ Area Clearinghouse 2- MPO_
TOTAL
287,200
230,700
56,500
.................................................................................................--..-..................-.-..................
DESCRIPTION OF EXISTING FACiliTY (Existing Design and Present Cond~lonl
Roadway Width: ...............Alll................,.....Number 01 Lanes: ..............?..._...........................
Chimacum Rd, is 2 lanes rural with poor drainage. Access to adjacent business is
poor with lef.t turn movement obstructing through traffic. No pedestrian facilities.
................................,..".......,...,.........................................................................................................,...........
DESCRIPTION OF PROPOSED WORK 0 New ConGlruction ".....""..iii.....";:A"...."....."..........."........'..""....."..."".""......"
'11 id d iRod adway Wldthi: ""........~'l)...I:r'~'I""" Numbe':rl Lllnea: 2.. f
The Project Wl IN en an prov e pedestr sn ..ac.. ..ues,and w11 alSO '~Yl)'\l':I:u~"" 'o'r''''
underground drainage improvements, The problems tl> be corrected are reducing
ped~strian/vehicle conflicts, remove standin~ ~ater fron the roadway, overley the
<!y.1GtJ.ng J.e p1\'ement and Pl'c\':1de an extens10r. of tile L",CI way left tUTti channelization t
reduce left tUTti conf11,ctfl into e)::!llting bu"inllss. MojoI' iter.lY of work include, drl11na e
imT.ruv~mentt'o, curb, gutt<!T, and si,de"'all-,, A.C. Pavement, aud pavement 1Darl~ingG.
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M!!ll,i,O{l,I.\.\!!I,!!!.~~ P.O. BoJi.....ljJ.Q. . .."-.--."",, '.PhOnii".'1'21)'l;)"385::.-g1'liU'.--'
,,,,9.!!Y,,...P.!?J:,L'r.!?1!!!l..!!,!!JL1..,,__,..,,.,.....__..,_,_...,_.......__.""."_".",,,W.~~h!~.lI',9.!2, :,~.'e.P.t:!de 9 B~68
lOCATION AND DESIGN APPROVAL BV' ~ Cll-.b~
(Options' lor CA Agencies Only) . ~~"'l "1'C""'f1~-''''''''--'--
pprov ng IJ norOY,
TITLE: .",,,9.9.,\!,!),~,y',,,1!:!]M,1:!,!!,!!.r...,,..,,.....,,,,..,,_,,, DATI:: ".?:.G-.J.L~U
_...._................_......._....____._..u..._....._....__.__.._._...__........._._..._
DOT Form 140.009A Revlaed7/97 Page 1 013
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rGENCY ~TTITlE
, Jefferson Co. Chimacum Rd,"_~:!!,..p.:r
~i:.W~~:~:~j!iW0~~~~~f~,~~m\t%f;@f\%,i;i~'GE~g_.
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I DATE
CR0953 2-22-91
..~1illffK8if2r:?~~:fmiW$:41k~r&~*\~iiA~~:i??i
Principal Arterial ~ w -Principal Arterial
Minor Arterial I:l Minor Arterial
Collector C! Collector
Major Collector -1'- I:l Major Colledor
Minor Colledor C! Minor Colledor
c It Access Stree!IRoad
D FLAT I... ROll 0 MOUNTAIN
FEDERAL
FUNCTIONAL ClASSIFICATION
Total
Number 01
Accidents
DHV
roperty
Damage
YEAR Accidents Numbsrof Numbsrol Number of Number of
Number 01 Accldonts lnurles Accidents Fatalities
Accidents
..........I.9.~"i'..............- .-.......0..'................ ..-...........-:-..--- .,................................. ..-.....,...-..--.......... ....-......---
Construction Will Be Performed By: Contractor & Agency
. %,:t4{~j.,' '1i.g~~~~;!~)m~
Others Agency
40 % 60 %
Conlrllct Agency
95 % 5 "I.
ENVIRONMENTAL CONSIDERATIONS
"ThisT~roj,1! ~t:1~/il':;ci~sii',. I t"~iid. ili/iiitllj{oriC'ii:1ly"ex;e\ltpt .
RIGHTOFWAYANDRELOCATlON --.-------so-m-e prelim-na'-ry l
No right-of-way acquisition is anticipated. However, after .
surveying to be completed later may r~leRl minor amounts of right-of~ay
to be acquired. No relocation is required.
-.--..-.-- -.....---
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DOT Form 140.000 A RevIsed 7/07 Peg. 2013
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AGENCY
.Jefferson Co. Im1>rovement. CR0953
r-~E;;~;;;OO'DFm.,y;;~OcA;;;OR'AW~m;;;;;AN~-;X-;s;;G~~'~TRiiC1UREs'iN;;;;LVe-;;';;;;-----
I PROJECT:
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FAA INVOlVEMENT
Is any airport located within 2 miles of the proposed project? CJ Yes
10 No
REMARKS:
THIS PROJECT HAS BEEN REVIEWED BY THE LEGISlATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES,
OR ITS' DESIGNEE, AND IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMIJNfTV
DEVELOPMENT.
AGENCY:
.Jefferson County
DATE: ::J4~1
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BY: . . ,#1M". ;.~
.. . " ' (II&Ilm'fChalrman)
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:);1 DOT Form 140,009 A Revlsed7/87 PAge 3 013 , ", " .
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JEFFER()N tuUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A. Rowa, P.E., Director
Robart G. Nasblll, P.E., County Englnaer
July 15, 1991
Jeff. Co. Planning Department
P.O. Box 1220, 3rd floor
Port Townsend, WA 98368'
.Re: Environmental Review, CR0953 - Chimacum Road, Federal Aid
Project Number RS-g161(002)
Dear: James Pearson
This letter is to inform you that Jefferson County has made a
Determination of Non-Significance and Lead Agency status is being
issued for the above referenced project pursuant to WAC-197-11-
340(2). Your comments would be appreciated.
Enclosed for your review are copies of the S.E.P.A. Environmental
Review Checklist, vicinity map showing location arId limits of
proposed, iJllprovement, pertinent correspondence, and letter of
Determination of Non-Significance.
If you have any questions please, contact me at ,(206)-385-9160.
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JEFFER'JN (uUNTV ~
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. 'Rowe, P.E., Director
Robert G. Nesbll/, P.E., County Engineer
July 17, 1991
Attn: Mr. Jim Werle
city/County Liaison Engineer
District 3 Local Programs
P.O. Box 9327
01ympia, WA 98504-9327
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Re: Chimacum Road Improvement, CR0953, Federal Aid Project Number
RS-Q161(002), Environmental Documentation.
Dear Mr. Werle:
An environmental evaluation CE;EPA Review) has been completed fClr
the aboyo referenced project. ')Th.,.\projecti"had','previoulSly;';redei"ed
"fi'om1'1;he '~s,ta'tei,a:cJ.assitII}Cat:eqorri:;a:f"Excl\"lslon:':(CErfis";peri letter
"d~l~iiitl~1r.r;p~i:i~1~2'i:?:i99j'~f However,to'revlew'condi t!onsor cri teHa
and demonstrate'that significant environmental effects will not
result from, the proposed action, the County ,submits as backup
information theSEPA checklist, Determination of Non-significance,
and Notice of Issuance of Lead Agency status.
If you have any questions, do not hesitate to contact me.
SinCerelY,. rh2.
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xc: CR0953, corres.
enc: SEPA Review Checklist
copy of Letter for Determination of Non-significance and
Notice of Issuance of Lead Agency status
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08/02/91
JEFFERSON COUNTY PUBLIC WORKS DEPT.
P.O. Boy. 1220
Port Townsend, WA 98368
Attn: Mr. Bruce Laurie
Dear Bruce,
I called Wednesday with questions about improvements to Chimacum Road
near the Hadlock intersection. Thank you for explaining some of the
factors involved in planning these changes, and for taking the time to
discuss options and strategies in planning a sound and healthy future for
Jefferson County. Change is inevitable, and it will take visionary and
courageous planning and leadership now to maintain for future generations
the degree of habitability we now enjoy.
Scientists are in agreement that global warming is occurring and that the
industrial countries are largely responsible. Our current transportation
habits take a large share of the blame. We should never lose sight,of
this fact when considering any changes that have to do with
transportation. It is even a little late in the game to begin planning
changes, we must implement change now to encourage and enhance alternate
transportation modes such as car pools, mass transit, cycling and
walking. Many people are not aware of the urgency required by the
situation, and through their ignorance will protest what they don't
understand, I see this as an excellent opportunity for education, As an
example, it seems that folks on water rationing in N, Cal, were quite
willing to learn to live with less water use when they understand that
less today means there will some left for tomorrow. It's the same with
transportation. Will you work to inform county residents about
environmental effects transportation habits so that we can make
appropriate, sustainable transportation choices? Will you plan for and
implement the infrastructure that we may escape the death-grip of the
automobile? I recommend Worldwatch Institute publications as one good
resource for information and ideas for alternatives,
The left turn lane pro~osed for Chimacum Road would relieve traffic
congestion, but I question the need for sidewalks on both sides of the
road. Covering everything over with concrete and ACP creates drainage
problems and leaves little roonl for the earth and plants to show through,
so necessary for emotional health in a paved-over world. It's very
inhospitable to walk on a cement strip with traffic (noise, pollutants,
heat) right beside you, and paved parking lots and driveways on the other
side. If we can create friendly, safe pedestrian corridors, people will
be happy to uze them, There are plenty of us who will walk on the dirt
and grass as a first choice, it's cooler and gentler on the feet, Can we
have that on one side and a sidewalk on the other? It's now diffioult to
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walk on the sidewalks from the chiropractor's to the intersection because
of the angle they are at in order to provide car access. I hope that can
be avoided for the next section of sidewalk. When are we going to give
priority to people who use human powered transport instead of catering to
cars (and drivers)? Can Jefferson County take the lead and mark off a
strip of pavement for bicycles, perhaps with green lines and/or diagonal
stripes? If people are surprised and curious we'll have an excellent
opportunity for public education.
Again I emphasize, people have got to be informed of the cost of
continuing to get in a car and drive everywhere, The benefits of human
powered transportation are great in terms of physical and mental health
and well-being, as well as economic on a personal level due to the
expense of car maintenance and operation. Worldwatch Institute reports
that the us emits 5 tons of carbon annually per capita, Nationally, huge
sums are spent to provide and maintain roads for the automobile, as well
as the estimated one-third of land in North America devoted to roads and
parking that could be put to much better uses - food production, housing,
education - to the benefit of all. The automobile has certainly been
elevated to a dominant position in our society, and we desperately need
that position changed to include sustainable, non-damaging, affordable
and locally self-reliable alternatives.
I hope that we can all work together to inspire and educate each other,
This little area slated for improvement seems to be an open door into a
new era of building a sustainable future, and opportunity to begin a
better way that serves all our citizens, those here now and those who
will follow. Some scientists predict that if. present fossil fuel trends
continue, the world will be uninhabitable long before we run out of fuel.
If we move slowly, Jefferson County will be greatly degraded before we
develop a plan to maintain what we have now. The county has a
responsibility to provide leadership and education at this critical time
to ensure a sound and sane future,' one worth living, in Jefferson County,
Anything we can do to encourage o~ provide transportation options is a
sound investment in the future for this beautiful part of the world we
live in, and for this entire miraculous planet,
Sincerely,
~~
Cathy Butler
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Seattle First National Bank
Properties Operations
P.o. Box 34033, HOB 16
Seattle, WA 98124-10333
Tax 57, Parcel Number ~01024035
Charles E. Russell
1460 East Marrowstone Road
Nordland, WA 98358
Tax 42, Parcel Number 901024020
Scott W. and Mary K. Smith
P.O. Box 445
Hadlock, WA 98339
Tax 74 (N'ly 80'), Parcel Number 901024051
Wilson J. Rutter
P.O. Box 325
Hadlock, WA 98339
Tax 74 (S 52'), Parcel Number 901024052
~lty, I"c.
Richard 8"d Li"da Gpiftder
l' . 0 . Bele W:-J:.
l'art Tow":!lt.!"d, UP. 993GB
"l'a-x 64, Pareel-Nttmbe~
Norman K. and Kathy A. Howard
590 Flagler Road
Hadlock, WA 98339
Tax 65, Parcel Number 901024040
Gregory and Trudy Boeitker
430 North Bay Way
Port Ludlow, WA 98365
Tax 66, Parcel Number, 901024041
Howard S. and Elsie M. Delp
P.O. Box 113
Hadlock, WA 98339
Tax 70, Parcel Number 901024046, and Tax 72, Parcel Number 901024046
Patrick E. McAvoy
50 Carey Court
Port LUdlow, WA 98365
Robert E. and Ardella F. Murray
628 Gise street
Port Townsend, WA 98368
Tax 69, Parcel Number 901024045, Tax 73 (n' ly 50') Parcel Number
901024050, and Tax 73 (Less N'ly 50') Parcol Number 901024049
Jeae~h r. G~raee 3r,
~W Bl~e Rid~a Drive
Gea't'tls, 11J\ 98177
'PfHf-BS, l'areal lIulIl),er 991~
Joseph P. Surace Jr.
1800 Mill Creek Road, #30B
Mill Creek, WA 98012
Tax 85, Parcel Number 901024060
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Marie Amerson
2034 West Valley Rd.
Chimacum, WA 98325
Tax 153, Parcel Number 901024104
Douglas and Maureen S. Joyce
990 Chimacum Road
Hadlock, WA 98339
Tax 54, Parcel Number 901024032
Clarence F. and Margaret L. Sayer
P.O. Box 844
Hadlock, Wa 98339
Tax 98 (with Ptn. Vac. str's.), Parcel Number 901024072, and Lot 1,
Block 1 (SE'ly of Co. Rd.), Morrissey's Addition, Parcel Number
973500101
Community United Methodist Church
P.O. Box 240
Port Hadlock, Wa 98339-0240
Tax 68, Parcel Number 901111018
Time oil Company
P.O. Box 24447
Term. Annex.
Seattle, Wa 98124
Tax 86, Parcel Number 901024061
William D. Breitweg
P.O. Box 22
Hadlock, WA 98339
Tax 141, Parcel Number 901024101
Michael and Lawrene L. Rodriques
21721 35th Avenue S.E.
Bothell, WA 98021
Tax 62, Parcel Number 901024003
Michael D. Orth
P.O. Box 387
Hadlock, WA 98339
Lot "4, Wiedman Short Plat, Parcel Number 901024096
David O. and Terry Schores
580 Saddle Drive
Port Townsend, WA 98368
Lot 3, Wiedman Short Plat, Parcel Number 901024099
Mr. and Mrs. Schores
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270 Snagstead Way
Port Townsend, WA 98368
Lot 2, Wiedman Short Plat, Parcel Number 901024095
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Rt 3, Box 238
Port Townsend, WA 98368
Lot 2, Cotton Long Plat, Parcel Number 945400002
Demetrius & Nancy Lou Katsikapes and
Reinhold F. & patricia A. Bergstrom
P.O. Box 128 (work address)
Pt. Hadlock, WA98339
Lot 1, Cotton Long Plat, Parcel Number 945400001
William G. & Linda M. Sleasman and
William L. & Dorothy M. Ferris
2252 Page Road
Port Angeles, WA98362
Lots 2 & 3 (less R/W), Parcel Number 973500103, .Lots 4 & 5, Parcel
Number 973500104, Lots 26 thru 29 & Vac. ptn street, Parcel Number
973500115, .Lot 30 (less R/W " Less Ptn. N. of Rd.), Parcel Number
973500116, all of Morrissey's Addition Block 1
Margaret F. Vines
380 Bayshore Drive
Port Ludlow, WA98365
Lot 1, LessR/W & SE'ly of Co. Rd., Morrissey's Addition Block 1, Parcel
Number 973500101
Donald A. and Myrna A. Corbett
4317 N.E., .55th
Seattle, WA 98,105-2232
Lot 1, Lopeman Short Plat, Parcel Number 901111014
Kenneth E. Livingston
71 Windship Drive
Port Townsend, WA 98368-9445
Lot 2, Lopeman Short Plat, Parcel Number 901111015
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JEFFJR~rlN(COUNTY ~
DEPARTMENT OF PUBLIC WORKS
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1820 Jellerson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Rober' G. Nesbitt, P.E., County Engineer
MEMORANDUM
DATE:
June 18, 1991
TO: Aubrey Palmer, Project Manager
FROM: Bruce Laurie br
SUBJECT: Chlmacum Road' Improvement, CR0953, Fed Aid No. RS-QI61(002),
Environmental Documentation
As we ,discussed, tbe outfall of the stono sewer system that this Project ties 'Into
does need to be addressed. As I mentione~1 to you, a detenf.lon facility, with 011
andlor buoyant, material control has been, discussed with the properly owner wbere
thil! system now terminates Into above eround now. The proposed ",outfall
improvements" to the stono sewer system ,have not yet been determinedbecnuse
plans for the developmcnt of the properly In the outfall are:abas, Dot hecn
completed. A separate project, will be ,initiated' to address the Issues of the outrall.
So to answer your inquil)' about "what ~ do"on thc Cbimacum Road Improvement,
I suggest that you make reference In the SEPA documents to the" separate project
tbat will Improve tbe outfall condition.
xc: CR0953, . corres.
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JEFFERSON COUNTY ~
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.. Director
Rober' G. Nesblll, P.E., Coun,y Engineer
MEMORANDUM
DATE:
May 29, 1991
TO:
FROM:
Bruce Laurie, Roads Projects Manager
Aubrey PalmerAf>
SUBJECT: Chimacum Road Improvement,
Documentation.
During the SEPA scoping process of the above referenced project,
discussion of significant issues and scoping of objectives
identifying public and agency concerns .must be addressed. In
consideration of environmental impacts of the proposal, the
extension/modification of the existing storm drainage system may
have a potential for water pollution. As you know, the existing
storm drainage system discharges into Lower Hadlock Bay and
subsequentllrPort Townsend Bay. The existing system does not have
oil ,or buoyant material control to prevent water quality
degradation.
CR0953,
Environmental
To facilitate the project development and environmental
documentation, save time by ensuring that draft statements
adequately address revellent issues and that a statement will not
have to be rewritten or supplemented, request is hereby made to
seek details or conditions required by the project under
discussion.,
Please respond, thank you.
xc: CR0953, corres.
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i= ~I PORT HADLOCI{ , WA.
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INTRODUCTION
This repor~ is prepared by A,E.S. Consultants, Inc. under a
contract with Jefferson County t.o provide Topographic Survey
Services, and Preliminary En~ineering services for ~he Chimacum
Road Improvement.. County Road Project #CR0953. The analysis
contained in ~his repor~ is based on Topographic Informa~ion
supplied by Jefferson Count.y, using St.andard Engineering
Prac~ices. All conclusions and recommendations contained herein
~re based solely on this information and site observations by Lhe
author, wi~hin the scope of the contract wi~h Jefferson County,
BACKCROUND
This project is an ex~ension of County Road Project #CR0582,
which involved reconstruct.ion of the Hadloclc Intersection. At
that time, a storm drainage analysis of the surrounding area was
performed by Jefferson County personnel for the purposes of
sizing the proposed storm drainage improvements for the project,
On t.he basis of that analysis, the improvements current.ly
existing were made. The analysis contemplated extension of
Chimacum Road, including associated tributary areas, sout.h to
approximately Church Road, which is the Drainage Basin Boundary
for the improvement area, The earlier analysis also contemplat.ed
future development in the basin, and sized the existing system
accordingly.
The scope of the work herein is to review those calculations and
verify t.he assumptions used, and to analyze and calculate t.he
impact of the extension of the system by the proposed projeot. In
addition, a hydraulic analysis of t.he existing and proposed
system is included, along with design recommendations including
catch basin locations and pipe sizes for the syst.em extension.
ANALYSIS
The storm drainage analysis was performed using the Rational
Method for estimating storm IJater runoff. The analysis is made
for the 25-year recurrence interval storm event, using the Port
Townsend Rainfall Intensity - Duration - Frequency Curve
published by the U.S. Weather Bureau.
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Using the aerial topographic map of the project area, the basin
Was divided into individual tributary Sub-Areas based on an
assumed Catch Basin arran~ement. The assumed catch basin layout
is shown on the basin map included with this report, Due to the
relat.ively flat grade or Chimaoum Road and the design l',f t.he
various interseotions, clo~er catch basin spacings should be used
and will have little impaot on the analysis, The areas of the
sub-areas were determined using a digital planimeter. Runoff
coeffioients I"e" Faotors) for eDchsub~basin were computed by a
weighted average of the relative areas of differing
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imperviousness in Lhe sub-basin. These weighted "C" Factors are
for existing conditions only, and do not reflect any future
developmenL of impervious areas within a sub-basin. A Time of
Concentration was computed for each sub-basin tributary to an end
point of the assumed system. It should be noted Lhat many of the
sub-basins contain large areas of undeveloped woodland that is
separated from the proposed system by Lhe more developed areas.
These developed areas fronting the system are hydrologically more
directly connected to the system; meaning, that during a rainfall
event the pealt runoff rate from these areas will occur much
sooner and at a greater rate than what will occur from the entire
si te, Because of this, the time of concentration was talten from
the hydraulically most distant point in the developed area,
rather than from the farthest point in the wooded area of the
basin. Talten wit.h t.he total area and weighted "C" Factor for a
sub-basin, the estimated runoff will be slightly higher, thus
adding an additional factor of safety to the system.
Onoe oomput.ed, the above parameters were organized into a
comput.er spreadsheet used to oompute the estimated runoff in each
segment of the assumed system and compute the required capacity
of t.he system, As the runoff was routed from the upstream end of
the system, the product of t.he "C" Factor X Area was incl'emented
by the appropriate amount, Similarly, the initial time of
concentration was inorementad by the flow time in eaoh assumed
sagment of the syst.em, and a new rainfall intensity was
interpolated from the I.D,F. chart. Using the Rational Method
formula (Q=CIAl the estimated runoff in the successive pipe
sellment was computed. A copy of this spreadsheet is included in
the appendix along with copies of all supplementary oalculations.
RESULTS
As noted above, the results\of the analysis are inclosed in the
appendix. Based on t.his analysis, t.here are four problem areas
that have been identified in the exist.ing syst.em, These problems
are due 'to the estimated pipe flow exceedinll t.he "Open Channel"
flow capacity of the pipe segm'nt. These pipe sel/ments (as
referenced on the CR0682 plansl are:
18" dia. CCP from Sta. 689+25 18'Lt, to 690+60 18'Rt,
18" dia. CCP from ata. 690+60 18'Rt, to 691+60 18'Rt,
~ 18" dia. CMP from ata. 60t33 80.7'Lt. to Existing 48" C,B,
II 18" dia. CMP from Existing C.B. to Outlet.
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The problems of under capaoity in the first two segment.s above,
stems from a faulty assumption in the OR0582 hydraulio analysis,
The author did not allowf~r the decreuse in the flow t.ime to the
point of analysis oauscdby the efficient flow of t.he runoff in a
pipe system. While the author did assume a IIrent.er "0" factor to
allow for future development, t.he time of flow reduotion due t.o
t.he construction of the future extension was not. oonsidered,
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While the system is more than adequate for the current
conditions, it is slightly undersized for future expansion, given
open channel flow conditions.
The under capacity problem in the second two pipes is, as I
understand, an inherited problem, and one not easily remedied. It
appears possible that the estimated flow may be accommodated by
the last segment by surcharging the pipe, if the third segment of
pipe is replaced, It appears necessary to replace the third
segment with a 24" dia. concrete pipe to limit the headwater in
upstream catch basins,' Similarly, it appears that the first two
segments will be adequate for this improvement if allowed to
surcharge. An analysis of the system under surcharged conditions
indicates that the hydraulic grade line at the estimated design
flow will remain in the catch basins and not create an overflow
situation. The nomographs used in this analysis are enclosed.
It should be noted that the computed flow in this analysis at the
discharge point is slightly less than the original author's 116.7
c.f.s. vs. 17,9 c.f,c.l. This is due to the extremely large basin
area lying northwesterly of Ness' Corner Rd. and Irondale Rd. The
relative size of this basin creates an incrementally larie
increase in the runoff estimate when it is added to the system.
For reasons stated in the enclosed calculations, this report
employs a different assumption relating to this particular basin
for purposes of the Chimacum Road improvement. Future development
north of Ness' Corner Road, will seriously affect the cbpacity of
the system downstream of Hadlook Intersection.
RECOMMENDATIONS
Based on the results of this analysis, there are several specifio
recommendations as,follows, The primary oonclusion and
recommendation to be made is that future development in the areas
tributary to the existing system in Hadlock Intersection needs to
be analyzed carefully for its impact on the oapaoity of the
system. Ultimately, it appears that storm water detention systems
will need to be incorporated into any development proposals in
this basin.
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For the purposes of the Chimacum Road improvement project it is
reoommended that the 18 inch diameter metal ~ipe between Station
60+33, 80.7' Lt, and "Existini 48" Square C,B," noted on the
CR0582 plans be replaoed with a 24 inch diameter oonorete or PVC
pipe, Also, because it will be necessary for the system to
suroharge to pass the estimated deDisn flow, it is recommended
that the 12 Inch diameter culvert conneoted to that c.n" from
the low area lying north of that C.B., be removed, A separate
pipe should be construoted to drain this low area, The purpose of
removing the 12" diameter pipe i& to prevent flooding of the
lower floor of the Video Store located northeast of the Hadlock
interseotion, It appear& that at the deaign flow, the Hydraulio
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grade in the "48 inch Square C,B." will be at a higher elevation
than the lower floor elevation; and, if this culvert remains,
severe damage could occur to this property. Lastly, the entire
downstream system on private property should be reviewed to
prevent further degradation of that system. Measures should also
be taken to prevent major erosion from occurring as a result of
overland flow on this property,
As noted earlier, the maximum catch basin spacing recommended for
this improvement should be 300 feet. It is also recommended that
additional catch basins should be located at all road
intersections, and brealts in the gutter. These catch basins
should be located to minimize any sheet flow across intersections
that may create icy conditions in freezing weather.
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Due to ~he location of a water main on ~he east margin of
Chimacum road, it is recommended that the main storm drain line
be located on ~he westerly side of the road, This main line
should begin at the existing catch basin located at Station 3+75.
The recommended material for this drainage line is concrete or
PVC pipe due to the enhanced flow characteristics. Corrugated
metal pipe may be used if ~he designer allows for the increase in
the roughness coefficient for this material. Because of the
anticipated surcharging of the existing sy~tem at the design
flow, and the subsequent. bacltwater in the proposed system,
corrugated metal pipe should fe carefully designed into the
system. The recommended diameters for the main line should be 18
inch from the connection to the existing system to approximately
Station 12+50, and 12 inch from 12+50 to the end. It is possible
that a reduction ~o 15" may be allowed in the vicinity of
Stations 9+50 to 12+50, However this reduction needs to be based
on the final configuration of the system, All pipes crossing
under the road oonnecting to the main line may be 12" diameter,
The above pipe recommendations are based on pipe slopes of 0.75%
or greater.
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In conclusion, it appears to be feasible to handle the additional
storm water runoff added to the existing system by this project.
In order to handle the estimated design flow it will be necessary
to allow the system to surcharge in the lower portions. Future
development of impervious surfaces in the basin will need to be
reviewed with respect to the impact on this system. The above
recommendations should be considered the minimum necessary to
provide for the safety and welfare of the public. Any deviations
from these recommendations should be carefully reviewed for the
impact on the function of the storm system.
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TABLE 1
RUNOFF FACTORS FOR STORM SEWERS
FLAT
~
UNDEVELOPED LAND
I ,
Wood 1\ Forest . . I . . . . . . . '.
Sparse Trees 1\ Ground Cover . .
Light Grass to Bare Ground
. !
DEVELOPED AREA
. 0.05 '
0.10
0.15
Pavement II Roofs .....
Gravel Roads II Parking Lots
City Business . . . . . . .
Apartment Dwelling Areas
Industrial Areas, (Heavy) .,: .
Industrial Areas (Light)
Earth Shoulder . . . . .
Playground . . . . . .
Lowns, Meadows II Pastures
Parks 1\ Cemetery . . . . .
0.90
. . . . 0.75
. 0.85
. . . . 0.80
0.70
0.60
. . 0.50
'~4~
: ~ <::'
SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Gross Acre)
ROLLING
>5\
(9.1Q)""
0.15.
0.20
O...~.Q ~
0.8 -4'
.9'0
0.85
0.80
0.70
0.5'0
0.30
0.25
0.20 Jot
1.0-1. 5 DU/GA . . . . . . . . . 0.30
1.5-3.0 DU/GA . . . . . 0.35
3.0-3.5 DU/GA . . . . . . 0.40
3.5-4.0 DU/GA . . . . . . iO.45
4.0-6.0 DU/GA 0.50
6.0-9.0 DlJ/GA . ~ . . . . . . . . . 0.60
9.0-15.0 DU/GA . . . . . . . . 0.70
"/(9b~'j; :t.
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r ' ('11"-'4 I.J!t wr ,f/y/JJlI,t.tJ.JifJ' :""""N_~
18
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9
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51 2345 1
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9
8
7
6
5
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0' . 2 3 4 5 10
I ' I ." ,
0 I 1#
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0 ) / /
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0 / / I I
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40
3
30
2
20
1
5
4
3
3
2
1
,5
.1
,3,JS4 ,5, 1 1.II/itS 2 3 4 5
VELOCITY IN FEET PEt SECOND
AVERAGE VELOCITIES FOR ESTIMATING TRAVEL TIME FOR OVERLANO'FLOW
10
20
r/~~G Z
SOIL CONSERVATION SERVICE
TECHNICAL REl.EASE NO. 55
JANIIIIRV ,Q75
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...~ J JI.....~I.....-.-.~__________
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ConJJ2psi te lien Facto.....s bv Sub-Basi n.
Sub-Basin #_~~___
Total Ar'ea _..!!_l~_ ar=.
;r :,'_:i~ -,'
,.....-.".,'.;...,
"
(
Woods 8< Forest (e '" .10) _______ ae.
Lawns, Meadows, Pel$tures (e = .20) _______
Gravel Dr-ives S, Parl,ing (C = .85) _______
Pavement 8< Roo'fs (C~' .'10) _~..L.f?..._ ac.
C ><A --------
ac. e >:A --------
ac. e xA --------
C xl,) _....._LO'.i!;.._
Sub-Basi n #_L'~___
Composi te "C" '" _..._Z'e.__
rot.al.= _~L'E.?__
Total Ar:ea _6:..I.E.._ ac:.
Woods & Forest (C = .10) _.Z,~Z_ ClC.
LeIWn.., ~leadows, t~asture5 (e = .20) _L:.,;r.Z_ ac:.
Gravel DI-ive5 S, Parlcing (C '" .85) _-L.aL_ ac:.
f'avement S, Roof is (e '" . C~O) _c._3...3_._ ai:.
C >IR
C ><I~
C ;:f~
C ;tP,
..!!A'LZ__
_,,-,~:l'.Y.:.__
..c.K~___
..!!..i':..'Z.7___
AZZ'.6:_
l:lub'-Basi n #__/.:2:"___..
CClIllposite "8" '" _e_~2___
Total"'
Tntal Area _~.,(2Ji:.._, ac:.
Woods. Forest (e - .10) _______ ae.
Liawnw I' l'1uH~\rJCWS" Past',ur-uw t 1:;_ l#~ II :.20) _....__...._.... ii\C"
Gravel DriVes & Par~ing,(C '" .85) _______ ac.
Pavement 8< Rt')of u (C ."' . "to) ._....G7.~_._. ae:.
C ></.) ____..MM...__
c; ~ll.) -..-------
G ~I II
C lIl', -::i2~Z~=:
rotal= ...,d2_Zg.__
Composi te "C" '" _~.I_'i(.)
81.lb-f.lii\lai n It- _L'!L._,_
Tr.:ltul Ar'ea _I!...ff:..'{.__ lie:.
Woods 8, Foy.est (e; .. .10) __~.I~__ filC.
L,i\wnw" t'll!lA\do"llll~ F'a51:.Llrlitl!; (f.': ... .20. _...,.:t:.a\__ elr:.
131"a.val UrivElIi ~I t~Qrldn~,l (e .. .8:::;) '_...1f.I2&.._ &Ie.
Pi\\lmment: S, I~r.'of'r~ (C "'.. C~I:I) __~...LJ':..,_ ar:.
C ~ll-l
C lIA
C HA
r~ >II~
. al2.
~:2i?:E::
..!!.P-~L,_
,..I";:'.4L.__
...._Z-."7.J......
rotE,l'"
f r.:omprJMi till '~C" .., _"...I~-"""
';j~i
<ji
- .~'~ '
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t:;Q!!!e...qJ~i-1.e "C~_ Factors bv Sub-E1.!\si.rl..:..
Sub-Basin #__.2.___
Total I'lrea _L.L1?__ Cle:.
C >:A -----..---
~IC:. C ):A ---------
ac. e ):A
e };A ::'Lft==
Woods & Forest (e = .10) _______ ac.
Lawns, Meadows, Pastures (e - .20) _______
Gravel Urives & Parking (e '" .B5)
Pavement 8, r~oofs Ie '" : 90) _1./..&:"__ -:;;;~:---
To'1:81= _~t!6_~__
Composite
II C" :=' _......_~,,___
SUb-Basin #_../-0___
Total Area _3~3~__ ae.
Weods 8, Forest (C, '" . HI) _..h.:2.a._ c.e:.
Lawns, Meiadcws, PCls'cures Ie '" .:;w) ../..~3___ aC.
Gravel Drives & Parldng (e '" .85) _.....{.5.:"__ ae:.
Pavement 8, Roof's (C '" . C/O) .,,-~.L__ at:.
C ):A
C >lA
e; )IA
c: )1 ~\
.:.-<e.LS"..fZ__
_e.~R..__
~~:z..__
_!..:JS'.2___
_~~.L?__
Total,'"
Composi te "C" '" _,...z.z.._
!:lub-f.l,Hii n 1/) _.LL___
Total An,;,,;, _!..:'I..?.__ aC.
I
.1
Wood5 8, Forest (e '" . HI) _______ ae:.
l..tnWrUl" l"lG.~adc)l"'$J" Pmsturss (C = 1I:.i!()) _~.zc~..;;._ i\C:II
Br'avel. Drives 8, Parleing, (t: .. .85) _~__ ae:.
I'avemwnl: ~< l'lc.lr~"f~I(C '" .'~O) ..A..L1?:..__, ..\~;,
C )l(~ -..-------
1:.': >III _...~-~--
C )IA ----...---.
C l<1~ -..~.?.._-
"ot~l '" ~ZLO___
.
C;olllpoiii tG> "C" .. _,~,.::r:.t2...._
i.
!:IUD '''f3,H. in If. __LG.....,_
Total Area ..3..3..::'L_. .IC.
Wood.. ~"FC:lf"C1Ii'l (e '" .1()) _'~fi:.._ "c.
LawrlDl, 1'1~~d\l;'OWEi, Pllmi:~\rf)1iI u:: .. .:21.\) _.t..5:.L__ ,;\r~.
Bnllvel Or'ivlils HI F'j~I'''I~lng (t:; .. .l:3t5). ..di!:'~___ ac:.
J"aVlallllil'lt S< Rr.~ofm (t:; .11 ,r/f.l) ~___ a\e:.
.~7
To l: I! J," _ r.:16:!r...l.:~,. F? tr"
C IcA J.I.tlA___
C II?\ ... J..Jr2.~__,":?
t.:: IIH ~.-
l~ IIH .. .~!....... .yz;3
CCllllpOGli I:e "e:" .. ..fl_.Z,6'___
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/ '.,
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,
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o
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~t;H!lQf.Uai..t. tEL I' C I' 1: ac;..tQr:a..l2.Y-9J.!9.=~ls i n ~
SLlb-Basi. n #_...:5:_...._
Total Area _3.o.a._. ac.
L-Joods 8, Forest: (c .. . 10) _.t...ZX_ ac.
Lawns, Meadows, P,!lstLlres (C ~, .20) ......<:;.~__ ac.
Gravel Drives 8< Parl:ing (C = .85) _.-.LS:__ ac.
Pavement 8, Roofs (C .. .90) -5:~~-- clC.
.Z"}
Composite
f:iLlb-r,asi n #__Q_,__
Total Area _./...~..a_ ac.
~Joods 8, forest (C .. .10) _,..5.12._ ac:.
LaWI1S, rleadow5, Pastures (I:; =.. 2()) _...ILL__._ ;;:o\t:"
Gravel Drives 8, I"'",rldng (e .. .85) _...~__ a.c.
Pavement 8, RClofs IC .. .I~O) _~Z5:"__ ac.
(
(.; xA
C .(A
C >:A
C .:1".
"
--,_LZ-X_-",
J.Q.S:4.__
_".L~_Z__
.Ld,~L_
Tohl= ~~..z&_
lie" == _c..~7___
C xA
C H?
C >:1-1
C x{.\
'Iot",l=
..I.a~e..__
_J.a.ii:..a.._
_....lIb-Z.__
_.....<:.z::i:__
_l!!Z~~_
Cr.1mpClsite "C" '" _.....s.::v.:.__
S~lb-Basi n U __Z___.
Tnt",l Area _?",,'i:~__ ac.
Woods 8< Forest (C'" .10) _~_L___ "'c.
L.awns, Meadclw5, f'lle;turer;; (I~: .. .20) _..(...Z::J__ ill::.
Gravel Drives 5. ,P",rldng (C .. .8::;) ___3J2..__ OIC;.
PiW~ll11Emt ~. f'loohl (C '" . I~O) .!'_~__. ac:.
-nll!~~
.--
=m:JRlIiIlIII
Tot,,,, 1 .. ..L..ui::-t.._.
C >1/1
C: HA
I: >1/1
I:: )111
Total"
Sub-B,;\ai. n U_._~___
t::rJmpr.l~ite "I::" '" _IL6::.:I___
,
....1
-~
'i
'\
C .:1-\ ~at.l2___ \,-...
L; lIA _,,_i:-_~o;;:,__
c >: (.) ~_?:~-?:._-
C; HA .rJ.i'5".s:::._
~..I22g___
-=..s2.~I?-.__..
-".~~.Z__
~_'z!L!I___
_t!__t.?2....
CLlmpOIll:I'I:w "I::" IU _,,_.s::/...,-_,
i.
,;"r'
~\
r..t
o
Tot ~\l An~1!\ .2,1.15:.... ilC.
Woods 8. I"orest (e .. .10) _J._.9.a_ aC.
I.awnw, l'1w.\dl"I'j~"~ f;'I.\Gltur'IllFJ (e; ... . 20) _...z.~__ .IC.
Grilvel Dr'ives 8< I"..rldno (e .. .8S)' _...2.$.:"'__ /!Ie::.
p(~ vr~I1lIA'n t 8, Rt10f ~ I r; '" . C/O) _...!/.et....__ ac:.
I .
. r ~ ,~r.".'"'!"!,..Ml;..""".'''' , ",
,,', ..,.e.: ;"'''.''.l~''''''')";'''.''.~tf:I'''-''''fl,''J~
~~ .. ~'~<~~':"1:'.':1J;,.:!,>!~,."~r'
I'
o
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.-
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<n w'
w~i
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u.<
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i= ~j
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0-1
Ww
:I:u
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Z
W(/)
u-
j:::F1
~\
r
~
I' . t
<II '.........
I . ~tl<./""","...."""'"
'I ,'~'~ 1~";:X'l,~::'~:'\i~:~:~
-
o
o
..
( .
'-..'
c
CClmD05i te lie" Fac'tor.:.!S by Sb!!2--E.tasi n~
Sub-Basi n ~~__~~~"!.
Total Area _".:2,~__ ac.
Woods ~, Forest (G = . 10) _..r~L__ ae:.
Lawns,. J'oleado""s!t Pastu''''es (C= .20) _c..~L__. ar:.
Gravel Drives & p..rking (C = .85) _______ ae:.
I"avemen't 8< RL,(.)fs \e = .90) _ALb_ clC.
- ---~~
.--.....,
~
1
~:;.j
-~
~
.,
(
C >:A
C HA
C >.A
C :<1.)
_..a.~L-"
_'!..Cl.3!..Zl.__
_,__{1!..___
_./.:.C1I2K_
_.L,j/L__
:If
SLlb-Basi n fI.cll._"'.8.
Total Area ~~~__
,M-
Cornp':Jsite "C" = ___.s:Z__
Total=
OSE o:E,F't'IZ~/ ~e.vv7Y .A.e',.!"AS" f' C. rrAG7Z'~
,r2?/Z. 7'#/$'.A.i<G64 P'/~ ,HA,(UocK' /AI7I:'~cTLV/.1
.r-'Po::r,EGT' (':141'-1'" S',FF.MS' .A ~.IJnJF ~~ pvr'
.r:s /.Uf'sr AvAI""~.J
C >.A
C H?l
C xA
C HI~
Be.
(
Woods & Forest Ie = .10) _______ ae:.
Lawns, Meadows, Pastures Ie = .20) _______ ae.
Gravel Drives ~, Parlcing IC = .1::15) _______ ae:.
Pavement & Roof's (C = .90) ae.
S't'G" ~7XW'A~ A::fs.::iM;;7="~s OA/ .PAd'.E'
a OP aA,4<::eMAnqIVS
Composi te "C" = . ~~ *" AtrSwn.../
-------- ~~rl7
Total=
Sl~b-Basi n fI__g__._
Total I,ll"ea _...z.&:.._ ae.
Woods 8< Forest Ie = .10) _______ ac:.
LQ\wns. MeCldL'lW15, Pl!IG'turello IC .. .20) ____.___ .,e:.
131"avel Drives 8, f"arlcing (C .. .85) ....___.___ ae:.
f"avement 8< Roofs IC .. .9(')) _.._~s..:._ oiIC.
C >.1"
c: >11\
C >tl~ ..
c; 1'lA
~_.a
~.Z!i:.?___
rotal" _~zs.b__
CcmpCJlsitll.' "C" .. _...._?J2__
SI.lb-Etalllin ~__s.(___
Total (~rea -",-7..5:_ ae.
Woodu 8, Foreut (C .. .1<,1) _,..I,_3a._ ale.
LaWI"lIll. I'hllo!\r:I01'"11" F'amtur~llll Ie: .. ,:;10) _.:.52.5::_ ae.
r:lr"avel DI'.iveo ~, Padlinll (C .. . m.:;) , _....zZ_ liIC:.
p.,wwnlllH'I't Il< Rr:,r~f fj Ie" . ';IC;I) _ILL..3.__ ac:.
i.
"
//. '
C )l/~ ..
f' NA U1
C >IA
CHI"
',1' 0
\."
\'.-.
,
o
_..;{2.:J.{!__
_...a.l.a._ _
_J!~C:.2.._
.. _J/,LL:I...__
') at a I. '" _~:J..f?~_
CcmpCluli te "r.:" .. _..a:.J_--
--~-v- ~-.r--
1
--"----"--
---,
0,
-
o
..
I
,.....
c>
r\
,-,/
.
-f'
STORM SEWER DESIGN CALCULATIONS
"
COUNTY ROAD PROJECT #CR0953
CALCULATED BY: G. EKSTEDT 9/18/91
--
........-.
--~
j .
;
~
.~
"
NOTE: THIS ANALYSIS REQUIRES USE OF THE PORT TOWNSEND RAINFALL INTENSITY DIAGRAM (SEE FIGURE 3)
.....
10
11
12
13
..
"
1.
17
..
10
.0
.,
.., .
FROM TO
C.B.# IC.B.#
SUB-
AREA
II All : COEF. I SUM
ac_ I "CD IC * A IC * A
T(c)
min.
0.35
0.90
0.29
0.07
117.00
0.37 117.00
CB 16 ICB 15 116
CB 15 ICB 13 115
0.84
0.08
0.29
1.79
117.00
114
6.18
CB 14
ICB 13
..
,..-. 23
..
2.
~~~.~: 21
0.26
0.87
117.00
CB 12 ICB 11 112
CB11 ICB 9 III
3.33
0.50
0.21
3.40 118.35
0.42
..
.0
31
,~"." 32
..
..
..
..
37
"." 311
..
..
.,
.,
.,
..
45
..
.7
..
I.,
~
..,
.,
0.90
0.16
4.47 119.24
CEe 9 ICB 7 19
0.18
2.35
1.20
117.00
0.51
CEe 8 ICB 7 18
1.40
0.76
7.78 120.95
0.54
CB 6 ICEe 4 16
0.75
0.51
0.38 I 9.64 121.41
CB 4 ICB 3 14
1""11
O.Ii'O
0.00
'1 1 q I I 1'5 r1li9
0.00 112.78 121.76
... .qQ
0.00
CEl 3 ICB 2
, 1 0.28
0.90
0.25 114.14 122.35
o 00 I 1 q 1 q I 22 q C'
12
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PIPE TOTAL
RAIN
TIME
min.
TIME "I" 1 C*I*A -M'DIA. 1 SLOPE
min. iin/hr c-fs * in I %
"nil
117.00
0.17 117.17
0.42 * 12
0.52 * 12
0.50;'10.012
0.75;'10.012
1.42
1.42
117.00
12.1 0.75;'10.012
1.42
2.54 *
...'" .
117.00
0.75;'10.012
1.42
1.23 * 12
0.90 119.24
0.75%10.012
1.31
4.45 * 18
0.90 120.14
0.75;'10.012
1.27
5.68 * 18
117.00
1.70 * 12
0.507.10.012
1.42
0.46 121.41
0.507.10.012
1.21
9.42 * 18
0.35 121.76
0.507.10.012
1
1.19 111.47 * 24
115.5('
0.59 l22.35
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1.18 \15.08 * 24
o. 5'1:~: ('. 012
0.507. I O. (112
0.05 122.40
1 "'3 ' 1 '9 ~ 1
1~18 116.68 * 24
0.507.\0.012
1:12. qO
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SUM
* A IC * A
PIPE
. FL.P'"
TIME
min.
IInll
, PIPE: ' "
ICAPCTYI FULL ILNGTH
I cfs fps I ft
TOTAL RAIN
, FLO"l ' 11>11
I T I ME I II I II
: min. Iin/hr
'RNeFC' "'PIPE: . PIPE:
IC*I*A *DIA. ISLDPE
CTS * in %
T(c:)
min.
~...
1
-~
~.
i;'i;l
I '
1
;
i
!.
.29 117.00 117.00 1.42 0.42 * 12 0.50%10.012 2.7 3.5 36.0
.07 0.37 I 17. 00 0.17 117.17 1.42 0.52 * 12 0.75%10.012 3.3 4.3 1300.0
" .. '.
,79 117.00 117.00 1.42 2.54 * 12 . 0.75%10.012 3.3 4.3 1 36.0
.'
16 :2 ~2 117 17 1 17 1113 ""5 , 1 ~5 ~ 1:.\' ... 113 . 0 7""< I 0
, .. , \
,87 117. 00 117.00 1.42 1.23 * 12 0.75%10.012 3.3 4.3 I 36.0 \
,21 3.40 118.35 0.90 119.24 1.31 4.45 * 18 0.75%10.012 9.9 5.6,1300.0 '1
.., , ..
,16 4.47 119.24 0.90 120.14 1.27 5.68 * 18 0.757.10.012 9.9 5.6 1:270.0 .. \
,20 I 17. 00 117.00 1.42 1.70 * 12 0.50%10.012 2.7 3.5 I 36.0 I
......
-
:a, 7.Q7 '20 11 Q 81 '20.9a 1. 21 8 72 '" 18 O. '30:' 19. Q12 8.9 <t.&!. 1 12&!.. Q
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I
17 111 60" 111 &= 1.55 I 2.28 M 18 0 aO:' I Q. e'12 8.0 1.& I 11. :ii . ..... k
.', '. " : I
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6S. C' i~
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A totally enclosed system was designed from the aforementioned catch basin to a
point of discharge into an infiltration basin adjacent to the Lower Hadlock Road. Flows
exceeding the capacity of the infiltration basin will be discharged, via an overflow weir,
into a combination biofiltration/infiltration swale adjacent and parallel to the Lower
Hadlock Road and thence into the existing 18" dia. . cross culvert.
Corrugated polyethylene pipe, AASHTO Designation M294, was chosen for the
project for various reasons including ease of handling, abrasion resistance and a low
mannings n value as well as the availability and durability of this product. 24" dia.
smooth bore polyethylene at the minimum designed 0.75 % grade will transport 2 1.22
c.f.s" according to the flow charts supplied by ADS Inc., which is more than enough to
accommodate the nm-offfrom the Port Hadlock Basin; 48" dia. type 2 catch basins will
be used at the changes of horizontal and vertical alignment except for catch basin #3
which will be 54" in dia. to accommodate a spill control oil/water separator.
Treatment will be accomplished prior to discharge by a combination of the
previously referenced oil/water separator, the sandy soils in the infiltration basin and the
grass lining as well as the sandy soils in the biofiltration/inflltration swale detailed on the
plan.
As this is a system that discharges directly into a receiving body of water, detention was
not considered. However, the report from AE.S. Consultants suggests that additional
new development up,strearn be required to incorporate detention into their plans to avoid
increaSing the rate of run-off.
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Port Hadlock Drainage Improvement
Project # MD1127
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In March of 1994 Jefferson County requested that Tillman Engineering design a
storm drainage system to dispose of the run-off from the Port Hadlock area as identified
in a report done by AE.S. Consultants, Inc, in conjunction with the Chimacum Road
Improvement Project # CR0953.
AE.S. Consultants used the Rational Method and the 25 year 24 hour storm event
to determine the run-off from the Port Hadlock basin and concluded that the area
generates 16.7 c.f.s. Jefferson County also analyzed the Port Hadlock basin for a
previous project (CR0582) and determined that the rate of run-off for the 25 year 24 hour
storm was 17.9 c.t:s.
The report from AE.S. Consultants details four inadequacies in the existing
system. The areas, as referenced on the plan for CR0582, are as follows:
1. 18" dia. conc. pipe from sta. 689+25, 18' It. to 690+50, 18' rt,
2. 18" dia. conc. pipe from sta. 690+50, 18' rt. to 691 +50, 18' rt.
3, 18" dia. COIT. metal pipe from sta. 60+33, 80.7' It. to the existing 36" catch
basin (AE's. calls out 48" in their report),
4. 18" dia. COIT. metal from the existing catch basin to the outlet.
The first two segments are adequate at present but slightly undersized for open
channel flow for the proposed future expansion. A.E,S, has determined that if these
segments are allowed to surcharge they will be adequate for the proposed future need.
Segments 3 and 4 are proposed to be replaced with this design.
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AE.S, Consultants also recommends that the entire downstream system be
"reviewed to prevent further degradation of that system", Their concern revolves around
,the potential for major erosion damage from overland flow to the downstream property,
The plans prepared by this office address the inadequacies in the system from the
catch basin at sta, 60+33, 80.7' It. to the point of discharge into an existing 18" din,
corrugated polyethylene cross cl,llverl under t~e Lower Hadlock Road and into Port
Townsend bay,
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The Hadlock Drain Project
Project No. MD1127
NOTES:
1. OWNER: Jefferson County
P.O. Box 1220
Port Townsend, W A 98368
ph 206385-9160
2. ENGINEER: Ryan Tillman
Tillman Engineering
PO Box 216
Nordland, Wa 98358
ph 206 379-9661
3. STANDARDS:
Construction shall conform to these plans, the Standard Specifications for
Road, Bridge, and Municipal Construction published by WSDOT/APWA
(latest edition), the Washington State Department of Ecology, Stormwater
Management Manual for the Puget Sound Basin (latest edition), and the
requirements of the Jefferson County Public Works Department.
4. STORM DRAINAGE REQUIREMENTS:
All catch basins shall be of the size and type as shown on the plan, and
shall conform to the WSDOT/APWA standard plans and specs, Furnish
with locking or bolt down frame/grate or ring/cover as required. Provide
each catch basin with a pollution control device on the outflow invert if so
specified on the plan.
Pipe materials for storm drains shall be smooth bore corrugated
polyethylene and conform to ASTM F.667 and AASHTO designation
M294 with gasketed bands,
All culverts and/or stann drains to be abandoned shall be removed or the
upstream end plugged for a minimum length equal to two diameters of the
pipe as per the standard specifications, The 36"X36" catch basin to be
abandoned shall be removed to a minimum depth of 1 foot below the
existing grade and filled with sand,
5, CALL FOR LOCATE:
Underground utilities shown on the plans are for infonnntional purposes
only and must be verified, 48 hours prior to construction call for locate of
underground utilities in all construction areas, 1-800-424-5555,
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Temporary erosion control measures shall be implemented prior to the
beginning of site work and shall be maintained continuously throughout
the duration of the project. All temporary erosion control measures shall
conform to the criteria as set forth in the Washington State Department of
Ecology Stormwater Management Manual for the Puget Sound Basin
(latest edition) and the requirements of the Jefferson County Department
of Public Works.
7. SEQUENCE OF WORK
The infiltration basin and biofiltration swctle as well as all upstream pipe
runs and catch basins shall be completed and/or stabilized prior to
diverting storm water into the new facility. If drainage areas contributing
stormwater to the infiltration basin have been graded they shall be
stabilized by revegetation or surfacing prior to directing the run-off into
the system. Alternatively, the storm drainage inlets may be protected from
silt intrusion by silt fencing and hay bales.
8. EASEMENTS
This plan is to be used for const@.cU,on purposes only, A twenty (20) foot
wide easement, ten (10) feet on gi~er side' of the proposed storm drain,
shall be surveyed, described and dedicated to Jefferson COUIlty upon
completion of the project and vacation of the existing drainage easement
along the Old Lower Hadlock Rd. alignment. AdditioUlally, an area large
enough to accommodate the infiltration basin shall be surveyed, described
and dedicated to Jefferson County during the platting process for the
proposed Port Side Vista long plat.
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MEMORANDUM
Date:
October 29, 1996
John Wayand cj /.<J,
Klara Fabry, Director/County Engineer
From:
To:
Subject:
Final Acceptance of Waterline for Chimacum Road Project CR0953,
Co. Rd. No. 932507, M.P, 0.06 to M.P. 0.41
Federd! Aid Project No. RS-QI61 (002).
Local Programs Contract No.2649
Klara,
A final acceptance letter from the City of Port Townsend for the waterline work done in conjunction with
the Chimacum Road CR0953 project is necessary. Please review the attached letters and return to me for
forwarding to Mr. Wheeler.
-Thanks
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DeV'artment of Public WO.Q
5210 KUHN STREET
PORT TOWNSEND, WASHINGTON 98368
360/385-7212
360/385-7675 FAX
November 7,1996
Klara A. Fabry, Director/County Engineer
Jefferson County Department of Public Works
P.O. Box 2070
Port Townsend, W A 98368
Re: Final Acceptance of Waterline for Chimicum Road Project CR0953
Co. Rd. No. 932507, M.P, 0.06 to M.P, 0.41
Federal Aid Project No. RS-QI61 (002)
Local Programs Contract No. 2649
Dear Klara,
Per the Interlocal agreement dated June 5, 1995 for the relocation of the City of Port Townsend's
Chimicwn Road Waterline, the City is notifying the County by this letter, of the Final Inspection
and Acceptance of the Waterline work being in confonnance with the plans and specifications.
~
Robert L. Wheeler, P.E.
City of Port Townsend
Public Works Director
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STATE OF WASffiNGTON
COUNTY OF JEFFERSON
In the matter of:
An Interlocal Agreement
With City of Port Townsend
For relocation of City's Chimacum Road waterline
Agreement No.
I
THIS AGREEMENT is voluntarily made and entered into this 5 -1J!- day of
:;)l.I~ , 1995, by and between THE CITY OF PORT TOWNSEND, A
WASHINGTON MUNICIPAL CORPORATmN ("the City"), and JEFFERSON
COUNTY, A W ASffiNGTON MUNICIPAL CORPORATION (" Jefferson County"),
acting through the Board of County Commissioners.
1. PURPOSE. The purpose of this Agreement is made pursuant to Chapter 39.34
RCW, "the Interlocal Agreement," pertaining to the installation of a waterline on
Chimacum Road, located in Port Hadlock, W A.
2. AGREEMENTS. In consideration of the mutual covenants and benefits
contained herein, the parties agree as follows:
2.1 Scope of Work. Per Attachment" A".
2.2 Construction Schedule. Per Attachment "A".
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2.3 Construction Management. Per Attachment" A" .
2.4 Cost-Sharing. Per Attachment "A".
2.5 Laws and Regulations. All construction work shall be performed in
accordance with all applicable Washington and Jefferson County statutes,
ordinances, codes, and regulations.
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2.6 Continuing Ownership. The City has a franchise with Jefferson
County, dated March 9, 1981, Ordinance 2-81, an ordinance prescribing
terms and conditions applicable to franchises granted to public and private
utility corporations and individuals to use public roadways, upon completion
of the waterline improvements, the City will provide written acceptance of
the work, thereafter the waterline shall continue to be regulated by the
franchise, dated March 9, 1981, Ordinance 2-81, with Jefferson County,
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3. NO JOINT VEN'l1JRE. Nothing contained in this Agreement or in any of
the documents and agreements between the parties hereto shall be construed as
creating a joint venture, partnership, or agency relationship between the City and
Jefferson County.
4. ENTIRE AGREEMENT. The terms and conditions herein constitute the
entire understanding and agreement between the parties and shall not be modified
or amended except by a prior written agreement executed by all parties hereto.
5. MUTUAL INDEMNITY PROVISIONS, The City shall indemnify and hold
the County, its officers, agents and employees harmless from all suits, claims or
liability of any nature, including attorneys' fees, costs and expenses, for or on
account of injuries or damages sustained by any persons or property resulting
from the acts or omissions of the City, its agents or employees in connection with
the construction, installation, maintenance or operation of the waterline.
The County shall indemnify, defend and hold the City, its officers, agents
and employees harmless from all suits, claims or liabilities of any nature,
including attorneys' fees, costs and expenses, for or on account of injuries or
damages sustained by any persons or property resulting from the acts or omissions
of the County, its agents or employees in connection with the construction,
installation, maintenance or operation of the facility.
IN WITNESS WHEREOF, the undersigned have duly executed this Agreement on or
about the~day of g~ ,1995.
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JEFFERSON COUNTY,a Washington ITY
Municipal Corporation, acting through Mu
its Board of Count ommission its
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S TO FORM this ~ day of
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, 1995.
18"# day of MW 1995
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ATTACHMENT A
PROJECT SCOPE OF WORK
OBJECTIVES:
The objective of the Agreement is to remove and relocate the existing City waterline per the franchise ordinance No. 2-81 with
Jefferson County, which states in section 12, 'If at any time Jefferson County deems advisable to improve or modify any of its
streets, avenues, alleys, roads, highways, rights-of-way or other County properties as here in before designated, by grading,
regrading, surfacing or paving same, or allering, chan~ing, repairing or improvinll same, the grantee roads, highways, rights-
of-way or other county properties as here inbefore deSignated, by grading, regradmg, surfacing or paving same, or sllering,
changing. repairing or improving same, the grantee, upon written notice by the coutny, shall, at its own expense, as soon as
practicable, so raise, lower, move or temporarily relocate its lines or improvements to conform to such new grades as may be
established, or place said property in such locations of positions as shall cause the least interference with any such improvements
or work thereon as contemplated by the County and the said County shall in no wise be held liable for any damage to said
grantee that may occur by reason of the County improvements, repairs or maintenance performed in a reasonalby careful and
prudent manner, or by the exercise of any rights so reserved in this section or grant for installation of a new waterline and
appurtenances as necessary for construction of the Countys';
Chimacum Road Improvement, County Project Number CR0953,
County Road Number 932507, M.P. 0.06 to M.P, 0.41,
Cost Sharin!!:
The City agrees to reimburse the County for all costs associated with the waterline relocation. Those project costs .hall include
the construction costs determined by the sucessful bidding and award of the Chimacum Road Improvement Project by Jefferson
County Department of Public Works, The contract documents for the Chimacum Road Improvements will include Proposal A
(Jefferson County Road Improvements) and Proposal B (City Waterline Relocation). The City will be responsible to reimburse
the County for the actual construction costs os bid per Proposal B and any change orders submitted by the Contractor and agreed
to by the County and City. The City shall havo no obligation to pay for or reimhurse the County for any work subject to
proposal A. The contract documents include the plans and specification and are hereby included into this interlocal agreement as
the governing documents for the construction of the Chimacum Road Improvements and the City Waterline Relocation. The
project will be ~onstructed in compliance with all Federal, Stale and local laws, and be constructed in comliance with the
Washington State Depnrtment of Transportation Standard Specification, 1994 edition, hereby considered included into this
Interloesl Agreement. The City agrees to pny for nil waterline relocntion project costs incurred for construction, labor,
materials, record of materials, traffic control, testing, inspection and Consultant fees. The lid ministration costs include butllre
notlimited to review of and coordinlltion of lhe plllns, specifications, estimates, bidding, aWllrd, llccounting, and ovemll
administmtion directly related to the waterline project,
PHASE J: PLANS. SPECIFICATIONS. AND ESTIMATE:
The Cities Consultant, CH2M HILL, will prepare final construction layout plans required lor the ultimate bid advertisement of
the project (Proposal B). Plans will be prepared with such provision and in such delail us to permit the convenient layout in the
field for construction and other purposes, within a degree of accuracy acceptable to the COUNTY. Plans will be in such detail
as to permit the development of an accurate estimate of quantities for the ilems of work to be performed, Final conlract plans
subltUtted 10 the COUNTY will he delineated on 24'x 36' Federal Aid Plan sheet size of Mylllr at a convenient usable scale.
Alllellering to be o~ Leroy quality.
Points estahllshed, digitally computed, and compiled will he in a format by Point Number, X, Y, Z, and descriptor values.
Prior to final delivery all digital information will undergo a complele digilul-editto assure curtographic completeness,
Submillllls, and final contract mnnuscript will he prepured, llssemhled, llnd trunsrerred 10 the COUNTY's engineering computer
utilizing WordPerfect Version 5.0.
The Consultant will prepare a list of necessary items required to be incorporaled in the proposed work. The Consullllnt will
prepare II detailed cost estimate (Engineers Estinulte) for necensllry material quantities and items involved in the work to b~
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accomplished for Ibis project. List bid items showing quantity, unit of measure, unit cost, and tolal cost for each, using
nomenclature adopted for specific bid items as they appear in the current Washington Slate Standard Item Table.
The Consultant will assemble a work schedule to estimate resource allocation and track resources needed for the project. The
Consultant will then prepare a construclion time estimate to reflect total estimated time to complete the project, including specific
items of work under each activity.
The Consultant will write special provisions for inclusion into the contract when any item is not standard or specified in the
Washington Slate Department of Transportation Standard Plans, Standard Specificatloos, or Special Provision available at the
time.
The County will review contract amendments and special provisions prepared by CH2M HILL for inclusion into complete
preliminary and (final) contract provision manuscript required for the ultimate advertisement of the project. The contract format
will be prepared using Washington State Department of Transportation nomenclature and document format which may include;
Call for bids, Amendments To The Standard SpecificatiuDS, Special Provisions, Standard Plans, Agreements, Proposal, etc. The
completed contract manuscript will be in WordPerfect Version 5.0 on DOS compatible, 3.5" high density, double sided
diskettes.
CH2M HILL will divide the work into tasks, standard items as directed by the COUNTY. The project will be additionally
broken down into work units and related time units in such a manner so work and cost can be allocated to the appropriate
categories and be readily reviewed.
PHASE 2: PJ.W~AGEMENT/CONSTRUCTION ENGINEElillKh
The City will,Provide on site construction inspection throughout the duration of the waterline construction activities and provide
continuous liaIson for the purposes of this agreement. The County will bid the project and perform the wOfk in accordance with
al?plicable Federal" Slate, and Local Laws and Procedures. The County will act on behalf of the City for the advertisement,
btddinjJ, and contract award of ,the waterline construction per Schedule B of the contract documents. The County will
administrate the contract for the Chirnacum Road Improvements and the waterline conslruction by public bidding, contract award
and oversite of the entire contmctto conslruct the Chimacum Road Improvements and the waterline installation.
The City will be retlpOfIlIible for final inspection of the waterline installation. The City will notify the County in writing of the
final inspection I\Dd acceptance of the waterline work being in compliance with the plans and specifications for the waterline
work. The City will schedule and pay for the pressure testing and flushing of the new waterline.
The City will coordinate water service disruption by noti fying customers. This coordinstion will be provided by the CITY and
coordinated by the City of Port Townscnd Water Department.
COUNTY PROVIDED INFORMATION:
The COUNTY will provide to the City's Consultant, CH2M HILL, pertinent roadway information in their files. TIlis
information may include proposed roadway widths, road surface type, roadway shoulder widths, roadway drainage facilities,
signage. traffic control devices, for the proposed roadway.
COUNTY available maps (parcel maps, topographical maps, or existing road plans) will be provided as necesSary to help
identify the roadway segments or existing schematic waterline configurations, Existing AUTOCAD drawings will be provided to
the COllllllltant if needed. '
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Final design documents provided to the County by CH2M HILL will include, but are not limited to:
WATERLINE CONSTRUCTION PLANS.
1. Constroction plans:
(I'o be incorporated into the Jefferson County Chimacum Road Plans as schedule B, CITY OF PORT
TOWNSEND WATER TRANSMISSION LINE).
Sheet 29 - Title page and summary of quantity
Sheet 30 - Waterline Plan
Sheet 31 - Waterline Plan
Sheet 32 - Waterline Plan
Sheet 33 - Waterline Plan
Sheet 34 - Waterline Plan
Sheet 3S - Waterline Details
Construction plans to include all of the following:
Plan and Profiles
Waterline details in relation to Proposed Storm Drainage Facilities
SUBMITTALS
1. The Consultant will prepare and submit nec~ssary documentation to the Department of Natural Resources and
COUNTY for permits to temporarily remove, place, or identify property comers or other monuments impacted
by proposed constructibn activities.
2. Submit necessary documents to impacted Agencies.
3. Quantity calculations
4. Submit 90% PS&E to COUNTYICITY for review.
S. Address review comments, and provide COUNTY with hard copies of bid documents and electronic data files
of plans.
BID DOCUMENTS
1. Legal documents (Agreements, Proposal, etc,).
2. Amendments to the WSDOT Standard Specifications.
3. General Special Provisions as applicable.
4. Special provisions as necessary 10 address materials, equipment, or construction procedures not contained in the
WSDOT Standard Specifications.
ESl'IMA TE
1.
2.
Cost estimate for construction uaing costs and unit quantity takeoffs,
Estimate of construction lime (project work schedule).
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DOCUMENTS TO BE FURNISHED BY THE CONSULTANT
All reports, mapping, P.S.&E. materials, and other data furnished to the Consultant will be returned.
Submit all designs, drawings, documents, and other work products prepared by the Consultant to complete the
scope of work descril>ed in the Consultant Agreement.
One (1) set of preliminary contract drawings prepared on 24 'x 36' Federa! Aid sized sheets on reproducible
Vellum for COUNTY review.
One (1) original set of final completed cootract drawings prepared on 24'x 36' Federal Aid sized sheet on
Mylar for work prepared under this agreement.
One (1) copy of waterline calculations.
One (I) "copy of project work schedule with records of calculations and assumptions used.
One (1) copy of cost estimate breakdown (Engineers Estimate) for all materials to be used in the construction
of the project.
One (I) copy of special provisions written by Consultant for inclusion into the contract when any item is not
standard or specified in the Washington State Department of Transportation Standard Plans, Standard
Specifications, or Special Provision available at the time.
One (I) copy of preliminary contract provision manuscript.
One (I) original completed contract provision manuscript.
One (1) reproducible Vellum copy of the final plot of waterline template on the original cross sections for
project roadways.
One (1) cop)' of submitted D.N.R. application for permit to temporarily remove ex-isting roadway
monumentatlon, property comers, or others impacted by construction activities, if necessary.
13. Provide the construction plans, and digital data base points to the County's engineering computer on magnetic
media, in AUTOCAD Version 12, using DOS compatible, 3.5' high density, double sided diskettes.
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REVIEW OF BIDS
L The County will bid the project and perform the work in accordance with applicable Federal, State and local
laws. The County will review Ihe bid documents with the City prior to award of contract.
This agreement shall remain in full force and effect throughout the project construction and final inspection and acceptance of
the City, the City will notify the County in writing of the acceptance of the waterline work in conformance 10 the plans and
specifications.
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JEFFf~SON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary Rowe, P.E., Director I County Engineer
FAX TRANSMISSION SHEET
DATE: /)/7/9"/
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Total number of pages..5 ,including this one.
We are transmittmg frOiii1'ax # (206) 385-9172.
MESSAGE
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<FOR1oCIOI,WKI>
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT BUDGET WORKSHEET
CHIMACUM ROAD M,P. 0.06 TO M.P. 0.44
CITY OF P T WATER TRANSMISSION LINE RELOCATION
PROJECT NO.:
REIMBURSABLE
PROJECT NAME'
OBJ. PROJ. WORK BREAKDOWN ... PRIOR YEAR YEAR REMAINING
/I DESCRIPTION COST (A) (B) (C) YEARS 1994 1995 YEARS
.10 Salaries $1.280 $640 $640 $640 $640
.12 Overtime $0
.20 Benefits $640 $320 $320 $320 $320
.31 Supplies $200 $100 $100 $100 $100
.41 Professional Services $13,000 $7,000 $6,000 $13,000
.43 Travel $100 $50 $50 $50 $50
.44 Advertising $200 $100 $100 $100 $100
.45 Eaulpment Rental $200 $100 $100 $100 $100
.48 ReDalrs & Maintenance $0
.49 Miscellaneous $200 $100 $100 $100 $100
.51 Interaov. Prof. Services $0
.61 Land/Right 01 Wav $0
.62 Buildings & Structures $0
.63 Other ImDrovements $0
.64 Machinery & EaulDment $0
.65 Construction Pro eets $40,000 $40,000 $40,000
.91 Interfund Prof. Services $0
.95 Inlerfund Equipment Rental $0
TOTAL: $55,820 $8,410 $0 $47,410 $0 $1,410 $54,410 $0
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1994 1995 YEARS
LOCAL.., $55,820 $0 $1,410 $54,410
(A) P.S.&E. (REIMBURABLE CllY OF P.T.)
STATE...
(B) RIGHT OF WAY
0
FEDERAL...
(C) CONSTRUCTION
$47,0110
TOTAL PROJECT COST $55,820 I $55 820 10 $1,410 $54,410 $0
-i ACCOUNTING: PREPARED BY: A, PALMER DATE: 07-Nov-94
CHECKED BY: DATE:
APPROVED BY: DATE:
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.PAZ 2'1ttVISNX2'2'AL FORN
FOR IMMEDIATE DELIVERY
DATE: March 13, 1995
Total nWllber o~ pago", inclucSing this page:
3
TO: Aubry Palmer
r%NI HA!ilB: Jefferson County
CZTY: Port Townsend
r~ Phon. Humber: 385-9172
Verification Phone Numberl 385-9174
Roturn original?:
Froes Roger Beieler
. YES 1:1 NO
%P YOI1 no NOT RBCIUVB ALL or '1'HB 1'.11.0.8 OR TH8 'l'RANSJll%88%ON rs
ONCL2AA, PLBASB CONTACT OOR rAX OPBRA'1'OR All' aXT. 5246
RBNARKSI
Here's the preliminary engineer'S estimate for the Schedule
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Please let me know if you would like us to make any revisions.
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PROJECT: Chlmacum Road Wator LIne. Sell 9
Final Lovel Eatlmato
BY: B, YOUNG
DATE: 3110195
REVISED DATE: 3f1:!195 15:35
PROJECT NO.: NPW31815.R1,ZZ
FILE NAME: A:Chlmaeum
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MObl1lzatlon/DllmoblllzaUOnfBondsllnaurance lS $12.599 $12.599
Bank Run Gravel for Trench aeckflll 390 CY $10 $3.900
Shoring or Exll'e Ellcavatlon 3.350 SF $1 $3,350
Gate Valve.. In. EA $550 $550
Gate Valvo 61n, 2 EA $700 $1,400
Gllto Valvo 8 In, EA $900 '900
Gale V.'ve 10 In. 5 EA $1.100 $5,500
Comb. AIr Release/Air Vacuum Vlv A.am 1 In. 2 EA $1.850 $3.700
Hydrant Assembly 4 EA $2.000 $8,000
Removing Existing Hydranl EA 'SOD $500
ReconllGetlng Existing Hydrant 2 EA $SOD $1,000
Service Connection at4 In. Dlam. 9 EA $610 $5,490
Service Connection 1 In. Dlam, 10 EA $652 $8.520
Service Connection 1 112 In. Dlam. EA $676 $675
Ductile Iron Pipe for Wator "'aln 61n. Dlam. 95 IF $30 $2,850
Ductile Iron Pipe lor Wlter Main 8 In, Dlam, ~ LF $35 $2,205
Ductllo Iron Pipe for Wlter Moln 10 In. Dlam. 1,992 LF .$40 $79,680
Connection Delall1 PIpIng LS $2,200 $2,200
Grave' BallO 4' TN sa $328
Cruahed SurfacIng Top Cour.. 20 TN $12 $240
Atphllt Concrelo Pavement Cia.. B 100 TN $80 18,000
Channellzatlon Dovlces LS $SOD $500
Contrllotor Plloled Traffic Control 32 HOUR $35 $1.120
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CHZM HILL
PROJECt: Chlmacum Road Water LInD. Sch B
Final Love. Eatlmate
BY, B, YOUNG
DATE: 3f10JllS
REVISED DATE: 311319515:35
PROJECT NO.: NPW31815.RI.ZZ
FILE NAME: A:Chlmacum
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280 HOUR $25 $7,000
LS $6,423 $6,~
11 EA $10 $110
83 CV $50 $4,150
S 170,090
$ 13,437
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SurveYI"iI
Polystyrene Insul&tlon
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SUBTOTAL OF ALL ITEMS
SALES tAX @ 7,9"-
TOTAL CONSTRUCTION COSTS
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CH2M HILL DATE: 3110195
z PROJECT: Chlmacum Road Water Line - Sch B REVISED DATE: 41119520:28
< ." Final Level Estimatll PROJECT NO.: NPW31815.R1,ZZ
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Service Connection 1 112 In. Dlam. EA $200 $200
Ductile Iron PIpe for Water Main 6 In. Dlam. 95 LF $30 $2.850
Ductile Iron Pipe for Water Main 8 In. Dlam. 63 LF $35 $2,205
Ductile Iron Pipe for Water MaIn 10 In. Dlam. 1,992 LF $40 $79,680
Connection ~tall1 PipIng , 1 LS $2,200 $2,200
ConnectIon Detail 7 Piping LS $6,000 $6,000
Graval Base 41 TN $8 $328
Crushad Surfacing Top Course . 20 ,TN $12 $240
Asphalt Concrete Pavement Class B 100 TN $60 $6,000.
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Flnall.Qve! Estimate
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DATE: 3110195
REVISED DATE: 411/9520:28
PROJECT NO.: NPW31815,R1.2Z
FILE NAME: A:Chlmacum
Traffic Control Supervisor 16 DAY $200 $3,200
Traffic Control Labor 280 HOU~ $25 $7,000
SurveyIng 1 . LS $6,400 $6,400
Polystyrene Insulation 11 E~ $10 $110
Non-Shrlr.k Backfill 83 CY $50 $4,150
164,433 .-
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ClDAHILL
FAX TRJUlSH.r!M'AL FOllN
FOR IMMEDIATE DeLIVERY
DATE: .June 3D, 1995
Tota1 number of pages. including this page: 3
'1'0: John wayand
F%RM NAME: Jefferson County
C%'l'Y: Port Townsend
rax Phone Numb~r: (360) 385-9172
V.ri~ication Phone Number: (360) 3R5~9160
R.tu~ original?:
. YES 0 NO
From: Roqer Beieler
XP YOU DO NOT RECEIVE ALL OF 'l'HE PAGES OR THE TRANSMISSXON IS
UNCLEAR, PLEASE CONTACT OUR FAX OPERATOR AT EXT. 5246
J\BMARKSI
Here's the reviaed e3timate, Hope it looko OK.
please give m61 a call if you hava any queotioll~;, I'll be on vacation
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PROJECT: Chlmacum Road Waler LIne - Sch 8
Final Levol Estimate
BY: 8. YOUNG and R, BEIELER
OATE:3I10195
REVISED DATE: 8130195 12:0.
PAOJECT NO.: NPWa181S.I. ,
FILE NAME: A:ChlmacuJ i'
MobllluitlonlDemobillzallonIBondsllnsurance $13.315
BanM Run Gravel ror Trench Backfill 390 CV $10 $3,900
Shoring or Elllr. Excavation 3,350 SF $1 $3.350
Gato Valve 4 In. EA $550 $550
Galo Valve 6 In. :2 EA $700 $1,400
Gale Valvo a In, ~ $900 $1,1100
Gate Valve 10 In. ~ $1,100 ~
Comb, Air Release/Alr Vacuum Vlv Asam 1 In, 2 EA $1.850 $3,700
Hydrant Assembly 4 EA $2.000 $8,000
Removing ElClatlng Hydrant EA $500 $500
Reconnocllng EXisting Hydrant 2 EA $500 $1,000
Sorvlc8 Conneotlon 1 In. Dlam. 19 EA $650 $12,350
Sorvlco Connoctlon 11121n. Dlam. EA $200 $200
Ductnelron Pipe for Wator Main 61n. Dlam. 95 LF $30 $2,850
Ductn.lron Pip. for Wator Main 8 In. Dlam. 63 LF $35 $2,205
Ductll.lron Plpo for Waler Main 10 In. Olam. 1,992 LF $40 $79,680
ConnllCtlon Dolall1 Piping LS $2,200 $2,200
Connection Dotall 7 Piping LS $6,000 $0,000
Gravel Baso 41 TN $8 $328
CruehetlSurt"clng Top Cour88 20 TN $12 $240
A.phalt Concr.l. Pavement Cia.. B 100 TN $60 $0,000
Chann.llzatlon D.vlc.o LS $500 $500
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PROJECT: ChlmllCum Road Water L1no . Sch B
FIIIlII Lovel Eatlmato
BY: B. YOUNG and R. BEIELER
DATE: 3I1CW6
REVISED DATE: 613019512:01
PROJECT NO.: NPW31815.Rl.2Z
FILE NAME: A:Chlmacum
Trafflc Control Supervisor 16 DAY $200 $3,200
Traffic Control labor 280 HOUR $25 $7,000
SurveyIng LS $6,400 $6,400
Polvstyr.ne Insulation 11 EA $10 $110
Non-Shrink Sackflll 63 CY $50 $4,150
TOTAL CONSTRUCTION COSTS $179,748 ~
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MEMORANDUM
CHMHILL
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TO: John Wayand - Jefferson County
FROM: Roger Beieler - CH2M HILL
Here's the signed drawings.
Sorry about the mix-up.
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DATE: May 26, 1995
PROJECT: Chima cum Road
Please send me a copy of the final bid document.
Thanks for your help.
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CHIMACUM ROAD IMPROVEMENT
CRO 953
PROJECT SCOPE
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LZMZTS: M,P. 0.08 to M.P. 0.35, on the Chimacum Rd., Rd. No.
932507, from the Old Hadlock Road, Rd. No. 527109, Intersection
(North) to Church Lane, Rd. No. 528209, Intersection.
DESCRIPTXON OF PROPOSED XMPROVEMENT: This 3R project will widen and
provide pedestrian facilities for this portion of the Chimacum Rd.
Also to be improved is the poor drainage of this section of road
and the conflicts of left turns on and off the roadway from the
adjacent businesses. The improvements will be accomplished by
utilizing the same typical section as that of the Hadlock
Intersection Improvement, CR0582, and by extending the drainage
system constructed under CR0582.
DESXGN CONSIDERATXONS: The typical section that is to be used
matches that of CR0582, (Roadway Section B of the "As Built Plans")
being 40 feet curb face to curb face, with 5 foot sidewalk width
from top of curb to back edge of the sidewalk. This section will
accommodate two through traffic lanes and two-way left turn lane,
with openings in the lane markings ,for County Road approaches at
Old Hadlock Rd., Lawn st., Rd. No. 528809, and Blanche Ave, Rd. No.
531609. The structural section to be utilized shall be the same as
shown on Roadway section B of the As Built Plans, except for the
overlay depth of the portion of the existing pavement shall be
determined by utilizing Road Rater data. curb, Gutter, and Sidewalk
will stop at the northerly side of Morrissey Ave., Rd. No. 528609,
on the right and at the northerly side of Church Ln., Rd. No.
528209, on the left, with the two way left turn lane tapering out
between Blanche and Morrissey. Intersection improvements to the
listed County roads shall be minimal because this project does not
include in its' scope the ultimate location of these roads, and/or
the traffic volume of these roads is relatively low (see attached).
The drainage system to I>'"constructed shall be connected to the
existing system completed under CR0582 and shall meet the
specifications for Storm Sewers. Providing for drainage of the
adjacent parking lots is also to be included, in the design.
RXGHT OF WAY CONSIDERATIONS: No right of way acquisition is
anticipated for this project.
FUNDING: This project is funded by Local County Road Funds and
Rural Arterial Program Funds. See attached budget worksheet and
R.A.P. prospectus for additional information.
Submitted:
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Bruce L~ P,rojects Manager
Approved:
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TRobert G. Nas itt, P,E.
County Engineer
AA. a, I?~
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Director of Publio Works
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::I 19 381084.749 1528408.766 20 382168.658 1529850.998
g5j 21 382312.557 1529387.638 22 382582.075 1529557.751
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39 382346.998 1529365.742 40 382833.694 1529014.848
41 382346.198 1529373.398 42 382440.451 1528924.383
43 382602.315 1529535.053 44 382292.813 1529335.671
45 382265.160 1529456.071 46 382116.006 1529770.516
47 382277.833 1529403.625 48 382348.380 1529l.!45.722
49 382315.213 1529501.862 50 380941.300 1521$409.284
51 381090.012 1528413.216 52 382219.432 1529383.875
53 381902.513 1529766.132 5l.! 382229.l.!58 1529371.'/83 ,-"
55 382101.816 1529525.7l.!0 56 382220.213 1529591.309
57 382l.!0 1 .555 1529568.515 58 382425.429 1529683.005
59 382l.!l.!9.292 1529791.4l.!1 60 382357.999 1529509.371
61 382086.632 1529709.217 62 382l.!16.5l.!9 1529640.420
63 382603.937 1529640.926 64 38273l.!.109 152962l.!.53b
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67 382133.283 1529291.9l.!8 68 382071.7l.!2 1529240.8l.!1 ,)
69 382031.740 1529207.622 70 381954.814 1529143.738 J,'
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73 381801.773 1529015.001 74 3d227l.!.633 1528979.520
75 382167.l.!63 1529200.532 76' 382480.619 1528l.!45.672 J \
77 382290.399 1529343.579 78 382072.51lb 15290d7.911 . . ,--
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81 382219.451 1529093.319 82 382232.447 1529104.058
83 382204.439 1529236.266 84 382325.322 1529180.805
\: ,,- 85 382271.169 1528831.920 86 382397.054 1528835.269
87 381912.112 1528430.641 88 381891.663 15281384.l.!48
89 3018li6.108 1529007.739 90 382704.323 1529565.750
91 382675.019 1529129.248 92 382743.820 1529361.028
93 382729.691 1529364.499 94 382399.122 1529121.271
95 382615.492 1529542.681 96 3l:l2407.339 1529082.126
97 382545.573 1529101/.2113 98 3l:l2566.72b 1529207.323
99 382353.641 1529191.916 100 383510.41$2 1529799.153
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j:o 115 382348.381 1529445.723 116 382315.213 1529501.860
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::I 121 382009.292 1529821).334 122 381828.800 1529824.628
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0 125 3816t:s8.033 1529791.732 126 381800.384 1529857.119
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_0 131 382164.868 1530009.134 132 .382420.370 1529753.527
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139 382093.612 1529888.772 140 381979.793 1529988.673
141 381847.840 1530069.717 142 382389.929 1529460.122
143 382307.498 1529492.224 144 380989.530 1527064.545
145 382288.197 1529486.985 146 382226.311 1529425.270
147 382256.841 1529379.526 148 382299.208 1529442.8811
149 382279.769 1529431i,187 150 382277.534 1529L105.250
151 382340.617 1529455.382 152 382267.943 1529362.B92
153 382356.631 1529415.457 154 3B2323.264 1529336.630
155 382298.639 1529445.239 156 3B2306.604 1529412.2711 ~......
157 383654.4B6 1527150.444 158 382330.090 1529398.705
159 382317.148 1529494.843 160 3823811.592 1529468.578
161 31:12270.049 1529435.839 162 382251.290 1529387.843
163 382352.623 1529342.793 164 382372.643 1529390.0B9
165 382559.047 1529566.866 166 3821169.150 1529521.950
. 167 382457.202 1529443.460 168 382373.165 1529244.932 .~
169 3l:l2265.160 1529456.070 170 382274.880 1529458.419 )
171 382360.099 1529461.635 172 382964.522 1529530.507 ~:'
173 3!:l2627.000 1529580.911 174 382b19.826 1529599.578 /
175 382648.262 1529634.300 176 382575.457 1529606.321
177 382611.859 1529620.311 178 382611. 860 1529620.166 _,..J' ,=\
179 382041.946 1529177.103 180 382169.712 1529023.250
181 382100.695 1529167.401 182 382071.947 1529202.018
. 183 382070.693 1529142.466 184 382050.905 1529184.5411 0 0
185 382214.278 1529320.216 11:16 382779.755 1529611.176
187 382971.691 15295511.997 188 382673.351 1529615.362
'",.", lB9 383082,763 15291199.280 190 382597.1108 1529567.042
191 382658.264 1529590.1129 192 382995.538 1529521.969
193 3B?996.060 1529523.779 194 382771.698 1529587.478
195 382996.080 1529523.879 196 382996.082 1529523.857
197 3tl22~1. 722 1529377,036 198 382299.605 1529441.239
199 3!l2284.729 1529499.401 200 382650.1185 15296211.550
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-oj 203 382653.819 1529609.927 204 382659.950 1529621.327
~~I 205 382690.637 1529637.260 206 3~2652.707 1529614.802
~::; 207 382624.927 1529625.332 208 382629.595 1529627.126
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.~ 213 3!S2585.213 1529588.864 214 382598.791 1529615.289
215 382587.652 1529584.499 216 382685.519 15295911.935
!z~ 217 382692.012 1529595.516 218 380893.378 1529745.409
ww 219 382669.445 1529592.687 220 382800.283 1529558.062
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u 223 383011.976 1529502.068 224 383016.330 1529535.915
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0_ 225 383018.105 1529539.644 226 382829.438 1529593.146
Ww 227 382828.679 1529589.525 228 382723.455 1529617.789
:J:u
~13 229 382721.990 1529613.214 230 382639.650 1529603.108
Z 231 382633.761 1529641.034 232 382625.740 1529647.894
Uj(/l 233 382622.866 1529658.637 234 382634.147 1529703.532
u- 235 382618.749 1529716.294 236 382604.249 1529668.377
~ i3.
0,. 237 382590.385 1529659.152 2313 382577.370 1529655.730
Z\ 239 382544.116 1529663.562 240 382495.208 1529681.255
241 382486.555 1529658.934 242 382524.785 1529651.036
243 382567.912 1529638.042 244 382585.525 1529604.696
245 382567.190 1529573.774 246 382568.476 1529570.055
2117 382630.688 1529563.876 248 382632.367 1529560.221
249 382698. '792 1529574.943 250 382698.236 1529578.777 ."
251 382339.950 1529381.847 252 382334.908 1529382.219
253 382330.264 15293130.752 254 382330.808 1529373.644
255 382335.205 1529443.195 256 3823311.646 1529446.634 \.......
257 382418.428 1529602.985 258 382417.003 1529614.736
259 382399.477 1529625.222 260 382344.817 1529516.658
261 382343.204 1529513.966 262 382273.017 1529442.956
263 382262.622 1529432.303 264 382767.072 1529566.993
265 382718.790 1529595.962 270 382481.675 1529494.381
271 382168.697 1529282.363 272 382265.379 1529558.77-0 i.
. 308 383406.228 1529427.809 309 3!S2625.776 1529656.245 J
310 382727.304 1530003.113 351 382183.593 1529807.493 /"
352 382224.949 1529833.337 353 382203.431 1529854.962 /
354 382171.205 1529897.926 355 382098.621 1529899.153
356 3~2099.578 1529891. 337 357 382090.216 1529893.033 \.
358 382160.793 1529811.781 359 382168.357 1529818.001 . . \---'
361 382172.710 1529714.066 362 382146.207 1529686.533
. 363 382141.3'(2 1529649.852 364 382123.907 1529634.590 (,) 0
365 3!S2151.418 1529571:1.559 366 382180.172 1529!:i65 ,2117
367 382195.205 1529592.373 368 382195.073 1529599.396
369 382210.320 1529606.538 370 382182.672 1529662.530
3'( 1 382170,033 1529656,015 372 382169.111 1529675.009
373 382184.364 1529678.723 374 382191.312 1529683.534
381 382362.344 1529051.324 382 382352.195 1529055.012
383 3l:l2343,966 1529026,021 384 382330.672 1529019,105
385 382273.418 1529037,842 386 382323.274 1529064.835
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FROM .1 TO .1000. ,
POINT NORTHING EASTING POINT NORTHING EASTING I
================================================================================ i
387 382326.206 1529071.952 388 382322.816 1529087.831
389 382333.954 1529107.471 390 382338.314 1529115.872
391 382314.925 1529166.664 392 382296.876 1529155.180
400 382153.008 1529230.341 401 382197.812 1529267.548
402 382335.586 1529277.928 403 382214.278 1529320.216
404 382280.294 1529314.453 405 382325.909 1529324.028
406 382333.099 1529289.777 407 382229.597 1529332.938
408 382312.207 1529285.391 409 382244.758 1529314.682
410 382222.011 1529326.638 501 382607.647 1529544.050
502 382612.158 1529541.893 503 382590.354 1529538.213
504 382588.466 1529541.685 505 382564.688 1529511.660
506 382556.199 1529510.759 507 382553.261 1529507.696'
508 382510.051 1529486.791 509 382510.383 1529476.790 .
510 382489.096 1529463.093 511 382480.415 1529467.735
512 382459.095 1529443.964 513 382457.982 1529444.071
514 382455.298 1529442.695 515 382409.384 1529412,605
516 382406.888 1529420.812 517 382373.477 1529399,141
518 382371.674 1529402.662 519 382382.083 1529395.735
520 382372.357 1529392.494 521 382357.983, 1529380,410
522 382548.349 1529561.537 523 382549.892 1529557,714
524 382370.751 1529442.526 525 382368.930 1529445.795
526 382365.269 1529446.474 527 382352.579 1529434,985
528 382351.650 1529437.037 529 382338.705 1529438.283
530 382330.283 1529437.582 531 382337.769 1529447.545
532 382340.436 1529448.558 533 382280.883 1529584.089
534 382278.799 1529588.813 535 382217.029 1529719.127
536 382161.020 1529810.265 537 382168.509 1529817,096
538 382143,477 1529840.046 539 382090.615 1529893.018
540 382098.013 1529899.457 541 382099.103 1529892.321
542 382260.395 1529484.476 543 382233.838 1529597.336
544 382213.223 1529581.677 545 382253.396 1529545.934
546 382237.748 1529540.282 547 382263.604 1529439.058
548 382273.206 1529477.384 549 382276.681 1529431.927
550 382271,479 1529403.399 551 382260.764 1529383.038
552 382249.670 1529391.346 553 382242.646 1529363,394
554 382161.574 1529293.382 555 382142.560 1529276,710
556 382085.958 1529230.095 557 382043.929 1529195.963
558 381999.712 1529158.174 559 381963.394 1529128.240
560 381916.870 1529090.270 561 381886.020 1529064.749
562 381625.414 1528797.922 563 382067.145 1529112.106
5611 382141.410 1529195.935 565 382128.291 1529211,391
566 382122,112 1529224.162 567 382111.896 1529207.010
568 382196.622 1529273,074 569 382250.527 1529309.209
570 382254.057 1529307.778 571 382317.081 1529250.721
572 382333.819 1529173.705 573 382335.014 1529168.800
574 382339.557 1529164,277 575 382345.226 1529139.797
576 362356.104 1529085.781 577 382362.516 1529054.382
578 382360.551 1529036.928 579 382363.386 1529035.307
580 382382.409 1529202.381 581 382379.040 152~205.398
582 382367,221 1529243.676 583 382367.027 1529276.250
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USED POINTS I
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Z IN COORDINATE TABLE "CHURCHLANE" i
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a:: :E '
Li5 =>1 --------------------------------------------------------------------------------
-' UI FROM ii 1 TO ii500.
uO
ooC POINT NORTHING EASTING POINT NORTHING EASTING
ffi ~ I --------------------------------------------------------------------------------
--------------------------------------------------------------------------------
-' 1-' 1 378385.369 1525674.676 2 378386.064 1525673.773
00 LA.. I
-0 3 377005,431 1526949.726 4 375735.557 1525594.674
~~l 5 377116.191 1524318.'122 6 377060.811 1525634.224
~ :JI 7 377105,765 1524566.385 8 378441.330 1524404.359
....c( 9 378437.881 1524508.002 10 378434.757 1524611.644
~~ ) 1 390610.330 1526218,558 12 378431.633 1524715.286 t
I-:J: 13 378437.613 1524507.994 14 378433.032 1524611,592 1
ZI- 15 378428.451 1524715.190 16 378423.870 1524818.788
~~ 17 378419.417 1524950.280 18 378418.060 1524950.186 ,
:.t
W 19 378406.076 1525240.22'( 20 378412.245 1525081.683 il
:E::I 21 378405.236 1525240,204 22 378398.226 1525398.726 "I
~~ 23 378392.129 1525549.099 24 378391,579 1525549.064 I
25 378383.901 1525687.026 26 378244.646 1525694.272
Ww 27 378245.560 1525669.580 28 377979.908 1525677.766
:J:u 29 37'7852.959 1525666.364 30 377981.352 1525661.695 l
~~ 31 378108.983 1525655.504 32 378108.983 1525665.504 'I
Z 33 37810lL 983 1525665.504 34 377853.721 1525657.886 t
wtJ)
u- 35 3'77726.089 1525654.077 36 377612.230 1525650.680
~i!;, 37 37'7512.003 1525649,189 38 377512.091 152564'(.691 I
at f'
Z \~ 39 377327.008 1525632.714 40 377411.596 1525644.692 )
41 377325.833 1525642,133 42 377240.069 1525639.573
43 377151.365 1525623.989 44 377151.630 1525636.934
45 377061.936. 1525514.167 46 377065,863 1525514.218
47 377070.919 1525303.598 48 377078.451 1525204.705
'19 377070.543 1525403.036 50 377078,891 1525204.739
51 377083.065 1525105.590 52 377088.851 1524994.052
53 377087.762 1524994,024 54 377100.672 1524769.702
55 377109.624 1524657.113 56 377118.576 1524544.524 '-'
57 377127.528 1524431.935 58 377092.463 1524882.350
59 3'7'7097.217 1524769.427 60 377101,971 1524656.505
61 377106.725 1524543.582 62 377111,478 1524430.659
63 3'7'f116.232 1524317.736 64 377070.562 1525402.584
65 37'(0711.717 1525303.887 66 380836,868 1528169.921
67 380923.032 1528286.943 68 380875,894 1528247.828
. 69 380442.133 1527887.894 70 380701.711 1528702.126 "
71 380648.767 1528673.903 72 375788.212 1524277 . 737 J
73 3'(5766.698 1524728,874 74 378441.006 1524404.361 ..1'0
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75 381083.976 1523927.177 76 381060.750 1524292.718
7'7 381067,n2 1528368.067 '78 380759.967 1528112.652 r\
79 381048.701 1528391.222 80 381048.532 1528391,082 ."..
81 380740.727 1528135.667 82 380740.895 1528135.806
" . 83 380941.454 15284011.977 84 378268.919 1528323,061 0
85 379658.7115 1527026.193 86 379551.628 1529701,8116 0
87 379605.186 1528364.019 88 380934.286 1528604,836
89 380948.622 1528205.118 90 38071n .560 1528398.850
91 380926.1170 1528403.192 92 379551.628 1529701.846
93 378268.919 1528323.061 94 3'19658.745 1527026,193
95 3809 '11 .1154 1528404.977 96 380934.286 1528604,836
97 3809118.622. .152820.5. .1.18 98 379605. ,186 1528364,019
99 380312.991 1527747.464 100 382261,969 1528439.891
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PAGE 2
USED POINTS
IN COORDINATE TABLE "CHURCHLANE"
PREl'ARt:D BY: AUB 2/19/91
--------------------------------------------------------------------------------
z FROM ill TO i1500.
~~\ POINT. NORTHING EASTING POINT NORTHING EASTING
I-w --------------------------------------------------------------------------------
a:::;; --------------------------------------------------------------------------------
:5::1 101 380982.515 1528376.054 102 378510.134 1522947.081
-'u 103 381029.502 1527065.979 104 380986.615 1528261.742
uO
ooC 105 381129 .Ol~3 1528379.928 106 3809115.033 1528305.199
enLU 107 380983.900 1528337.451 108 380983.447 1528350.070
w:J:
-'I- 109 381015.823 1528376.935 110 381031.998 1528371.362
enu.. 111 381069.352 1528408.359 112 381091.933 1524414.208
-0,
~~I 113 380946.390 1528267.345 114 380985.257 1528299.597
115 381080.520 1528378.645 116 381117.874 1528409.641
~~I 117 380861.419 1528402.524 118 380794.524 1528400.473
~:,)i
!Q 01 119 380827.972 1528401.499 120 380816.823 1528401.157
:J:w' 121 380839.120 1528401.840 122 380684.063 1528692.718
I- :J:'
~~ 123 380666.416 1528683.311 124 380944,580 1528317.818
125 381053.176 1528407.931 126 380730.647 1528520.303
127 380941.300 1528409.284 128 381074.718 15281112.812
::;;::1 129 380946.923 1528566.641 130 380935.971 1528557.861
~i 131 380918.229 1528295.952 132 381068.328 1528420.503
133 3807'f9.207 1528089.636 134 380947.748 1528229.491
Ww 135 381141.372 1528410.263 136 380694.655 1528715.362
Xu 137 380641.712 1528687,139 138 380668.184 1528701.250
1--
!:!::6 144 380989.530 1527064.545 192 378444.170 1524359.706
z 193 375682.902 1526911,611 215 375567.553 1529649.063
wen 216 378209.878 1529658.282 218 380893.378 1529745.409
~ x) 237 378327.959 1526987.840 300 378428.508 1524818.928
07. 301 378410.327 1525081 .631 302 378401.825 1525398.822
z\ 303 378382.433 1525699.3'(6 304 37'f603,569 1526767.758
305 376713.242 1526499.978 306 375690.463 1526685.985
307 375683.026 1526913,948 308 375357.784 1524753.198
310 378106.858 1525689.168 311 377726.010 1525654.962
312 377612.235 1525655,084 313 377411.771 1525643.295
314 377242.246 1525622,133 315 377060,485 1525625.844
316 377063.387 1525402,491 317 377085.983 1525105,812
318 371091.720 1524882.291 319 377136.480 1524319.346
320 371932.878 1524343,913 321 378023,250 1524464.059
322 3'71725.456 1525652.576 323 377116.390 1524318.754 \-.....
324 378444.133 1524359.765 325 380666.015 1523986.770
~350.17r?380849.961 1528170,312 351 382309.998 1529398.&62
352 380913.719 1528240;642 353 380675.239 1528688.014 .
354 380913.870 1528240.359 361 380841.857 1528180.603
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COUNTYRD18 Fro~ 26 (381930.402,1529084.472) To 26 (381930.402,1529084.472)
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2 16 14 CENTER = 15 ROTATION CCW 382295.333 1529378.902
IIEL T A 12 48 47,9 RAI'IUS = 266.493 CHORD 59,473
CHORII BEARING = N 33 18 04.1 E ARC 59.597 TANGENT 29.923
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
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GARBAGE From 21 (382312.557,1529387.638) To 21 (382312.557,1529387.638)
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
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1820 Jefferson Street
P.Q, 80x 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E" Director
Rober' G. Nesbitt, P.E., County Engineer
KBKORABDUX
DATE:
January 7, 1992
Bruce Laurie, Roads Projects Manager
Aubrey Palmer Il~
TO:
FROM:
SUBJECT: Record of Decision, Chimacum Road Improvement, County
Road Project CR09S3, Fed. Aid No. RS-Q161(002).
Attached for your review, reference, and files, please find the
summary of notes, recording decisions for the above referenced
project.
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Record of Decisions:
1. Modify paving limits to include widening to incorporate an
additional 150' turn lane south of Church Lane. Existing
shoulder width and existing turning geometries will be
utilized up to the southerly traveled way of Church lane and
Morrissey Avenue. Channelization design values to be signed
speed limit. Utilize turnpike curb, and slope to reduce right
of way acquisition.
2. Delete sidewalk from the northerly margin of Morrissey Avenue
to southerly margin of Blanche Avenue.
3. Slope to be utilized:
4:1 foreslopes
2:1 Backslopes
4. Fog line to be at 12' lane edge.
5. Remove existing sidewalk and install handicap curb ramp north
side Old Hadlock Road.
6. Existir.q pavement to be preleveled to eliminate wows and humps
in existing pavement. Gutter grades will be based on a
combination of elevations to obtain gutter flow grade.
How~ver, cost will be calculated for both, removal of asphalt
and preleveling.
7. Existing roadway to be cut at 12.5'.
8. No illumination, except, at Blanche Avenue, if there is a pole
nearby.
9. Right of way will be acquired where necessary to incorporate
handicap ramps.
10. Limits of right of way to be 5' behind catch.
11. Right of way plan to b'e' modified by Consultant to reflect
existing limits and new acquisition areas.
12. CUrrent pavement conditions will be evaluated.
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
MEMORANDUM
TO: CR0953 Design File
FROM: Bruce Laurie ~
DATE: January 24, 1992
SURTECT: CR0953 Asphalt Overlay Thickness
Use an overlay thickness of 0.3 feet in order to proceed with the design of the roadway
templet to determine the catch point of any cuts and fills and the right of way location. This
thickness is based on the 1990 Road Rater tests and estimates of the existin~ structural
section. This information will be updated as soon as new information is aVailable. Changes
in the overlay thickness are not expected to vary significantly enough to alter the right of
way requirements.
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ASPHALT INSTITUTE PROGRAM
HWY
01-22-1992
1990 DATA
Datafile : cr095390.DAT
****** TRAFFIC INFORMATION ******
INITIAL DESIGN LIFE (years) = 20
DESIGN LANE FACTOR 0.50
INITIAL AVERAGE ANNUAL DAILY TRAFFIC (AADT)
% OF AADT THAT IS TRUCKS
ANNUAL COMPOUND GROWTH RATE (percent)
Type of Usage is RURAL
(s29Q)
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TRUCK CLASSIFICATION
Percent of TRUCKS
Truck Factor
--------------
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0.03
0.20
0.67
0.48
0.70
0.95
TRUCK(2-AXLE,4-TIRE)
TRUCK(2-AXLE,6-TIRE)
TRUCK(3-AXLE or MORE)
MULT. TRUCK (3-AXLE)
MULT.TRUCK(4-AXLE)
MULT.TRUCK(>=5-AXLE)
47.0
10.0
2.0
1..0
4.0
36.0
>>>>>>> CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC :
*********************************************
INITIAL YEAR
DESIGN LIFE
(EAL)
(EAL)
44,847
2,688,261
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DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k, 36kN) (R)
CORRELATION EQUATION : Benkelman Beam, mils
Benkelman Beam, microns
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TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE,
TOTAL THICKNESS OF UN'l'REATED AGGREGATE BASE,
in (mm)
in (mm)
ESTIMATED PAVEMENT SURFACE TEMPERATURE, degreesF (C)
ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE, degreesF (C)
MEAN PAVEMENT TEMPERATURE USED IN DESIGN, degreesF (C)
TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F
INDIVIDUAL VALUES OF MAXIMUM DEFLECTION, mils (microns)
NUltBER
--------
1 1. 49 ( 37.85)
2 0.54 ( 13.72)
3 1.54 ( 39.12)
4 1.23( 31.24)
5 3.11( 78.99)
6 1.07 ( 27.18)
7 3.26( 82.80)
8 0.58 ( 14.73)
9 2.38( 60.45)
10 2.52( 64.01)
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5 .0 ( 10.0)
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CRITICAL PERIOD ADJUSTMENT FACTOR
ASPHALT CONCRETE OVERLAY MODULUS at 70F (psi)
(MPa)
1.00
500,000
3447.5
MEAN BENKELMAN BEAM DEFLECTION
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(microns)
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718.8
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(microns)
REPRESENTATIVE REBOUND DEFLECTION [RRD] (in)
(mm)
10.6
268.0
0.0494
1. 2548
STANDARD DEVIATION OF DEFLECTIONS
REQUIRED OVERLAY THICKNESS
(in)
(mm)
3.5
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Gary A. Rowe. P.E., Director
Robert G, Nesbitt, P.E., County Engineer
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
MEMORANDUM
February 19, 1992
TO: Bob Nesbitt, Jefferson County Engineer,
Bruce Laurie, Roads Projects Manager,
FROM: Aubrey Palmer 11~
subject: Record of Decision, Chimacum Road Improvement, County
Road project CR0953, Fed. Aid. No. RS-Q161(002).
For your review, reference, or files, included
correspondence please find the summary of notes,
decisions for the above referenced project.
Summary of Notes:
1. As was discussed yesterday, the lowest grades in existing
parking lots on the East side of Chimacum, Road will be
utilized to lower existing center lines to get parking lots to
drain into proposed roadway gutter. Existing centerline
profiles, (Chimacum Road and approach roads, Old Hadlock Road,
Lawn street, Blanche Avenue, Church Lane) will be revi~ed to
reflect this change. Existing roadway templates will be also
be modified. '
in this
recording
A new right of way plan will be accomplished in house (County)
utilizing existing A.E.S. right of way plan as basis of
bearing.
The purpose of this modification is to delete previously proposed
drainage catch basins outside of existing right of way limits and
to minimize right of way acquisition.
2.
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JEFFERSON C~NTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefierson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E.., Director
Robert G. Nesbitt, P.E., County Engineer
MEMORANDUM
February 20, 1992
TO:
Bob Nesbitt, Jefferson County Engineer,
Druce Laurie, Roads Projects Manager
Aubrey Pa1mer ~~
FROM:
subject: Record of Decision, Chimacum Road Improvement, County
Road Project CR0953, Fed. Aid. No. RS-Q161(002).
For your review, reference, or fi1es, included in this
correspondence please find the summary of notes, recording
decisions for the above referenced project. These modifications
are per conversation with Bruce Laurie, 9:00 a.m. February 20,
1992, referencing memorandum dated February 19, 1990.
summary of Notes:
Per conversation with Bruce Laurie
1. Roadway tangent cross slope to be 3% full width of pavement.
2. Areas requiring preleveling to provide 3% cross slope.
3. Backslopes to be modified to 3:1
To avoid abrupt back of sidewalk edge, slopes outside back of
sidewalk will be paved with asphalt to blend into existing
conditions where necessary.
5. Catch basins will be installed outside of right of way as
. necessary to drain behind sidewalk.
4.
The purpose is to return to the original proposed roadway design
with modifications.
xc: CR0953, Design
cc: Bob NeSbitt, Jeff Co. Eng.
Bruce Laurie, Roads Projects Man.
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MEMORANDUM
DATE: June 1, 1993
TO: Frank Gifford, Program Manager
FROM: Aubrey Palmer R~
SUBJECT: Plans, ~pecifications, and Estimate project evaluation
for Chimacum Road Improvement, County Road Project
CR0953, Federal Aid Project No. RS-Q161C002).
Please find attached, estimated project tasks and associated
hours remaining for the above referenced project.
If you have any questions, do not hesitate to contact me.
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ESTIMATE OF CR0953 CHIMACUM ROAD
REMAINING PROJECT LABOR REQUIREMENTS
HOLJF,S
TASK - RIGHT OF WAY DESIGN
167
TASK 2 - RIGHT OF WAY DRAFTING
22
TASK 3 PLANS, SPECIFICATIONS AND
ESTIMATE -- DESIGN
474
TASK 4 - PLANS, SPECIFICATIONS AND
ESTIMATE -- DRAFTING
34.1
TOTAL COMBINED HOURS
1004
NUMBER OF WORKING DAYS
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EST.
HOURS
CALCULATE TOTAL PAF~CEL ACREAGE AREA
SHEET 1 I PRINTOUT - COGO
SHEET 2 / PRINTOUT - COG 0
14
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CALCULI'lTE F\I GHT OF WAY TAf<E TOTAL ACREAGE
SHEET 1 I PRINTOUT - COGO
SHEET 2 I PR I I\IToUT - COGo
CALCULATE DRAINAGE EASEI'1ENT AREAS
SHEET 1 I PRINTOUT - COGo
SHEET 2 I pm NTOUT - COGO
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SHEET 1 I PRINTOUT-:COGO
SHEET 2 I PRINTOUT- COGo
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WRITE/PRINTOUT/TRANSFER R/WLEGAL'
SHEET 1 I PRINTOUT - WP5.0
SHEET 2 I PRINTOUT - WP5.0
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WRITE/PRINTOUT/TRANSFER DRAINAGE EASEMENT AREAS
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SHEET 2 I PR~NTOUT - WP5.0
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SHEET 2 I PRINTOUT - WP5,O 8
~JF< I TE/F'R INTOUT ITRAI\lSFER ROAD APPROACH L.OCAT IONS
SHEET 1 I PRINTOUT WP5.0
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2.5
2.5
RIGHT OF WAY TRUE COST
32
HOURS 167
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MERGE-NEW "OLD HADLOCK ROAD INTEf":SECTION"
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MERGE CUT AND FILL LIMITS FOR RIW PLAN
SHEET 1 I PRINTOUT
SHEET 2 I PRINTOUT
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DRAFT TOTAL ACREAGE PARCEL AREA
SHEET 1 I PRINTOUT
SHEET 2 I PRINTOUT
2
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DRAFT RIGHT OF WAY TAf':E TOTAL ACREAGE
SHEET 1 I PRINTOUT
SHEET 2 I PRINTOUT
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2
DRAFT DRAINAGE EASEMENT AREAS
SHEET 1 I PRINTOUT
SHEET 2 I PRINTOUT
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CI
DRAFT CONSTRUCTION PERMITS
SHEET 1 I PRINTOUT
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PLOT 2 SHEETS ON MYLAR
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REVIEW OF COUNTIES WORK
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PROJECT REVIEW OF CONSULTANTS WORK
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HOURS 22
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EST.
HOURS
OLD HADLOCK ROAD INTERSECTION
16
OLD HADLOCK ROAD PAm(!NG LOT
24.
STORM SEt~ER -. LOCATE AND CALCULATE GRADES FOR
PIPE/GRATE/INVERT ELEVATIONS
CHIMACUM ROAD - 6 CATCH BASINS
12
16
12
8
8 l
4,
12
4,
3
3
OLD HADLOCK ROAD AND PARKING LOT
5 CATCH BASINS
ADD OIL/WATER SEPARATOR FOR DRYWELL
@ CHURCH LANE
PAVEMENT ELEVATION 'CHART
PAVEMENT PRE LEVEL CHART
PAVEMENT REMOVAL LIMITS
SIGNINr:l PLAN
MISCELLANEOUS DETAIL DESIGN
DETERMINE CUT AND FILL UMIT'S
DETERMINE GROUP FUNDING QUANTITIES AND COSTS
CALCULATE SUMMARY OF QUANTITIES
PF~EPARAT I 01\1
1'10BILIZA,TION
CLEARING FENCE LINE 3 FT. WIDTH
0.5
2
i.
CLEARING F8~CE LINE 10 FT. WIDTH
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REMOVING TEMPORARY STRIPJNG
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REMOVING MISCELLANEDUS TRAFFIC ITEM
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TASK 3 - DESIGN WORK - P.S.~ E. (CONT.>
EST.
HOURS
REMOVING WIRE FENCE
GRADING
ROADWAY EXCAVATION INCLUDING HAUL
2
BORROW EXCAVATION INCLUDING HAUL
2
EMBANKMENT C0l1PACTION
2
STORM SEWER
CATCH BASIN TYPE 1.
CATCH BASIN TYF'E 2, 48 IN. DIAM.
TEsn NG STORM SEWEF~ PIPE
PLAIt,1 CONCF(ETE STORM SEWEF( PIPE 12 IN. DIAt'I.
PLAIN COI\lCRETE STORM SEWER PIPE 18 IN. 'DIAM.
PLAIN COI'~CRETE STOF(1"1 SEWER PIF'E 24 IN. DIAM.
SURFACING
2
2
2
2
GRAVEL BASE
2
CRUSHED SURFACING TOP COURSE
2
L IOU ID ASF'HAL T
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:2
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CEMENT CONCRETE PAVEMENT
. CEMENT CONCRETE APPROACH 3 DAY
8
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4
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ASPHRLT CONCRETE APPROACH CL.ASS B
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TEMPORARY WATER POLLUTION/EROSION CONTROL
LANDSCAPING
TRAFFIC
EXTRUDED CURE:
CEMENT CONCRETE CURB AND GUTTER
PLASTJ C DF<A I NAGE Mr-\Rf<I NG
PAINT STRIPE
PAINTED GORE STRIPE
PLASTIC CROSSWALK STRIPE
PLASTIC STOP BAR
FLEXIBLE GUIDE POSTS
PLASTIC TRAFFIC ARROW
TEMPORARY STRIPING
RAISED PAVEMENT MARKER TYPE
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PERMANENT SIGNING
CONTRP,CTOR PILOTE;!) TRAFT I C CONTROL
ADDITJONAL Tf<AFFIC COI~TF<OL LABOR
ADDITIONAL Ca~?RACTDR PILOTED
TRAFFIC CONTROL
TRAFFIC CONTRbL LABOR
CONSTRUCTION SIGNS CLASS A
MAINTENANCE AND PROTECTION OF TRAFFIC
OTHEr~ I TEI1G
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EST.
HOURS
STRUCTURE EXCAVATION CLASS B INCL. HAUL
6
SHORING OR EXTRA EXCAVATION CLASS B
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GRAVEL BACKFILL FOR DRYWELL
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2
END, CORNER, AND PULL FOR CHAIN LINK FENCE
WIRE FENCE TYPE 2
ADJUST MONUMENT CASE AND COVER
0.5
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2
TRIMMING AND CLEANUP
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2
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2
REMOVING AND RESETTING CHAIN LINK FENCE
REMOVING AND RESETTING DOUBLE 14 FT.
CHAIN LINK FENCE
(I. ~)
CONNECTING TO EXISTING CATCHBASIN
ADJUSTING METAL FRAME AND GRATE
:;~
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REBET WATER METER BOX
2
RESET WATER VALVE BOX
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PROJECT TIME LINE
[STrM~TE or PROJECT TIME
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EST.
HOURS
DRAFTING OF PROJECT TIME
REVIEW PROJECT TIMELINE
DETERMINE GRADING PLAN - PARKING LOT
8
24
12
32
80
2
8
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HOURS 474.25
LANDSCAPING PLAN
CALC MONUMENTATION PLAN I GATHER EXISTING
PROPERTY CORNER INFORMATION
WRI TE SPECIAL PROVISIONS FOR SPECHILT,Y ITEt'IS
PUT TOGETHER CONTRACT SPEC'S.
IN ORDER,INDEXED, WI, STATE AND FED.
WAGE RATES TRANSFERRED TO WP5.0
F<EV I EW OF COUNT I ES WORf<
PROJECT REVIEW OF CONSULTANTS WORK
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TASK 4 - P. S. ~.. E. DRAFTING
EST.
HOURS
INTERSECTION DETAIL 20 SCALE
(PLAN VIEW/DISTANCE/ELEVATIONS)
2Lj.
INSERT NEW OLD HADLOCK INTERSECTION INTO DF,AWINGS
RIGHT OF WAY PLAN (SHEET 1)
1 ~ 5
ALIGNMENT ~< PAVING PLAN
1.5
PROFILE SHEET PG.
O~5
PROFILE SHEET PG. 2
6
DRAINAGE PLAN SHEET
DRAINAGE PLAN SHEET 2
OIL WATER SEPARATOR
3
PAVEMENT MARKING SHEET 1
1.5
SIGNING PLAN SHEET 1
ROADWAY SECTION - MODIFY AND ADD
SECTIol'lS SHE:ET l.
SECTIDNS SHEET 2
2
3
ADD 1 SHEET - ROADWAY SECTIONS SHEET 3
(OLD HADLOCK ~ TURNAROUND)
32
GROUP FUNDING CHART, QUANTITY BREAKDOWN
3
PAvEMENT PRELEvEL AREA CHART
4
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PAVEMENT ELEVATION CHART
8
CURB LIMITB CHART
3
GUIDE POST INSTALLATION DIAGRAM
4
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EST.
HOURS
ALIGNMENT AND PAVING PLAN - SHEET
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DRAINr,GE PLAN - SHEET
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DRAINAGE PLAN - SHEET 2
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24
GATHER EXIST. CORNER INFO.
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DRAFT SIGNING PLAN
12
SIGNAGE CHARTS
RELOCA TI ON
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F~EMOVAL
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2
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20 SCALE INTERSECTION DETAIL - SHEET
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20 SCALE INTERSECTION DETAIL - SHEET
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ALIGNMENT AND PAVING PLAN - SHEET
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ALIGNMENT AND PAVING PLAN - SHEET 2
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GRAD lI'~G F'L?IN .. P?\r~I;~rNG LOT
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LAhIDSCAF'I NG PLAN
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EST.
HOURS
CATCHBASIN @ STA. 3+75
3
CATCHBASIN @ STA. 5+28.46
3
CATCHBASIN @ STA. 6+82.02
LAWN STREET CROSSING
2
CATCHBASIN @STA. 8+48.94
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CATCHBASIN @ STA. 17+75.65 - CL DETAIL FOR
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PLOT 27 SHEETS ON MYLAR
30
REVIEW OF COUNTIES WORK
PROJECTREVI~W OF CONSULTANTS WORK
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JEFFE~ON COUNTY
DEPARTMENT OF PUBLIC WORKS
\
Gary A Rowe. RE., Director
Robert G, Nesbitt, RE" County Engineer
1820 Jefferson Street
P'Q, Box 1220
Port Townsend, WA 98368
(206) 385-9160
August 10, 1993
Attn: Diane Lenius, P.E.
parametrix, Inc.
5700 Kitsap Way, suite 202
Bremerton, WA 98312
Re: Additional Right of Way information for Chimacum Road
Improvement, CR0953, Federal Aid Project Number RS-Q161(002).
Dear Diane:
Enclosed please find revised 953mastr.dwg and Clark.dwg. These are
the same master drawings provide earlier, however, both have been
modified at the north end of the project for parcel #901024003 to
show usage right of way limits ,and the addition of graphical
depiction of parcel #901024004 adjacent to the new intersection of
Old Hadlock Road. They were not included on the other disks
provided, and I felt it would be easier than having to merge new
information into the old files. The ground information measured
in the field for usage limits is enclosed for your information.
Also attached are total parcel acreages for ownerships we are not
acquiring from and can use assessor acreages.
I have included survey information the county has on existing
property corners and monumentation for Clark's reference.
If you have any questions, do not hesitate to contact me.
I
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xc: CR0953, consult.
enc: 2 Master drawing disks
Assessor acreages
Parcel I modification Morrisseys Addition
Usage limits for parcel 1901024003
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
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JEFFEfsON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe. RE., Director
Robert G. Nesbitt. RE., County Engineer
September 3, 1993
Attn: Diane Lenius, P.E.
parametrix, Inc.
S700 Kitsap Way, suite 202
Bremerton, WA 98312
Re: More information for Chimacum Road Improvement, CR09S3,
Federal Aid Project Number RS-Q161f002).
Dear Diane:
Enclosed please find usage right of way configurations Clark
requested for the area within Morrisseys addition. Attached is
a listing of the determination of usage limits obtained from
Chimacum Road/Blanche Avenue/Morrissey Avenue cross sections.
If you have any questions, do not hesitate to contact me.
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xc: CR09S3, consult.
ene: suppl. info.
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