HomeMy WebLinkAboutReel_0011E
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have bee.. n.. orwi.1I be mad~.IPProPrtal
except as noted in Sectimw>beIOW.
(h) WHERE FRINGE BENEFITS ARE PAID IN CASH
o ~ taborer 01 mechanic listed in the above referenced payroll h.. been paid. ..
indicated on the payroll. an amount not less thain the sum of the applicable basic
hourty wac- rata plus the amount of the required lrinp benefits as listed In the
cantnlCt. _.. _In SectIon 4(e) _.
(e) EXCEPTIONS
EXCEPTION (CRAFl) EXPtJlNAll0N
REMARKS
.
Cor on the Davement markinp;:s
(ConC~ Of' ..,bcontrK'tOr) (Bulld~. or wort!)
. that durina thepayrolf period commencina on the ...1.ll
day of np/",pmhp,. 19-B..ti.- and endln. thell..h.,; day 01 Oecemhe ~ 19..llli....
all persons'employed on said project have been-paid the full weekly wales earned. that no rebates
haWl been or will be'made either directly or Indirectly to or on behalf of said
Kasoac Corporation from the full
(ContractcN' or subcontntdor)
weekly was" etlmed by any person aOd that no deductions have been made either directly or indIrectly
from the full wag....eamed by any...person.-.oth8f'. than permissible deductions as defined in
Reaulatloris. Part 3 (29 em Subtitle A), issued by the Secretary of Labor under the Copeland Act, as
amended (48 Stat. 948. 63 Stat. loa. 72 Stat. 967: 76. Stat. 357: 40 U.S.C. 276c). and described
below:
(2) Th"t any payrolls otherwise under _this contract required to be submitted for the above
period are correct and complete; that the wage rates for laborers or mechanics cOntained therein are
not less than the applicable wage rates contained in any wage. detennination incorporated into the
contract; that Ute classifications set forth therein for each laborer or mechanic conform with the wortt
he performed.
(3) That any -apprentices' employed in _ the. above period are duly registerd In a bona fide
apprenticeship, program registered with a State apprenticeship agency recognized by the Bureau of
Appren~eship ,and. Training. United. States Department of Labor. or if no such recognized agency
exists in a State.. are regIstered with the Bureau. of Apprenticeship and Trainin& United States
Department of, labor.
(4) That:
Slit".O j
~~~;~ a.(;W:.,";" . t! X)rnd-A
THE. WlLt..FUL FAI,SIFlCAnON OF AMY O' THE ABOVE STATEMENTS MAY SUBJECT "iHE CONTRACTOR OR
SUBCOMTRACt'ORro CIVIL OR CRIMINAL PROS€CunON. so: SECTION IDOl OF TJtl.E 18 AND SECTION 231 01'
T1n& 31 OP'THE UNITED STATES COOL
(a);~ER~ ~IH~BEN~:ARE, PAlD_TO, ~0~.FlJN~:_~R PROGRAMS
~--"n addition to the ~ hourty wap ratea paid to each laborer: or IMCb.InJc listed in
fhe-above-rwferenced PQrOIJ, paymenta_offrinae benefits as listed in the contract
GOVERNMENr PRIN'l'mG OFFICE
~
(0)
Differential camber between girders in a span (measured in place
at the jobsite): 1/8 inch per. 10 feet of beam length for
I-girders. For T-girder when. the difference in camber between
adjacent girders or stages exceeds 1/4 inch Bt midspan for girders
with asphalt overlay and 1/8 inch for girders without BsphBlt
overlay the girder cambers shall be equalized by an approved
method.
/,/~
(p)
(q)
Position of inserts for structural connections: ~1/2 inch.
Position of lifting loops:
transverse.
~3 inches longitudinal, ~1
6-02.3(25)J Shipping
The first paragraph is revised to read:
Prestressed concrete girders shall not be shipped until tests on
concrete cylinders, manufactured of the same concrete and cured under
the same conditions as the girders, indicate that the concrete of the
particulBr girder has attained a compressive .strength equal to the
specified design compressive atrength of the concrete in the girder and
attBined a minimum Bge of seven dBYS for Bulb-T prestressed girders Bnd
10 days for all other prestressed concrete girders.
The first sentence of the second pBragraph is revised to read:
During shipping, the girders,shall be supported within: 3 feet of the
ends of the girders for Series 4, 6, and 8 and for Bulb-T prestressed
girders; within 4 feet for Series 10 prestressed girders; and within 5
feet for Series 14 prestressed girders.
The CRITERIA FOR CHECKING GIRDER STRESSES' AT TIME OF
TRANSPORTING are revised BS follows:
4. Prestress losses
1 day - 1 month " 20,000 psi
1 month - 1 year " 35,000 psi e'
1 year.or more = 45,000 psi (Max.)
5. Impact on dead load:
Lifting ..= O~
Transporting = 20~
6-02.3(25)M.CBmber
The ,first sentence of the second paragraph is replBced by the following:
The ContrBctor shall control the camber of prestressed. concrete girders
thatBre to receive B cast-in-plBce SlBb by scheduling fabrication or
other. meBns.. The ac.tualgirder camber at the mid-span . may vary . from
the "C_l" value by a maximum of .:t1/2 inch for girder lengths up to 80
25
9-03.4(2) Grading and Quality
The table in this section is revised to read:
Crushed
Cover Crushed Screening
Stone J Passing
PBssing Sieve J 5/8"-1/10 1/2"-1/4" 1/4"-0"
Passing 5/8-1/4" 3/8'!:-1I10
3/4" Square 100 100 100
5/8" Square 95-100 95-100 95-100 100
1/2" Square 95-100 100
3/8" Square 90-100 100
1/4" Square 30-50 0-10 30-50 0-15 50-75 90-100
U.S. No. 10 0-3 0-10 0-3 0-10 30-60
U.S. No. 200 0-7.5 0":1.0 0-1. 0 0-1.0 0-1.0 0-10.0
or; Fr~.cture, by
weight min. 75 75 75 75 75 75
SBnd Equivalent
Min. 40
StBtic Stripping
Test Pass PBSS Pass Pass PBSS Pass
9-03.14 GrBvel Borrow
The lBSt paragrBph is revised to read:
'If requested by . the Contr:actor, the screen size may be increased by
approval of the Engineer if it is determined thBt larger
will be satisfactory for the specified backfilling
construction.
. .
for crack sealing asphalt concrete pavementsnall
ASTM D 1190 Bnd .have B C.O.C. flBSh point (AASHTO T-48)of
400 minimum. DuringflBsh point testing, the rubberized aspnBltshall
agi tated carefully to prevent local over heating.
or Aluminum Coated (Aluminized)
aluminum coated (Bluminized) corrugated iron or steel drain
29
with a 1. inch wide strap of 12 gage galvanized steel fastened with a
1/2 inch diameter ga.lvanized bolt 6 inches in length furnished with
one square-head nut. The length of the"strBp shall permit sufficient
bolt. takeup to provide a tight connection. All materiBlnecessary for
the connection of the flared end section to the corrugated pipe shall
be supplied by the manufBcturer of the flared end section.
C-2 . /_
iill references to "37-6" PBrabola" Bre revised to read "37'-6"
Parabola".
0-4a
The note under the "POST DETAIL" is revised to read:
Typical for multi-post 4"x 6" instBllations and BII 6"x 6" through
8"x 12" installBtions. Holes and notch are not required fo~ any
4"x 4" installBtions or for any single post 4"x 6" installation.
J-1b
The note on the foundation detail referencing J-9 .is changed to read:
See Standard Plan J-1e.
J-8
~notes on the signal support elevation referencing "To ground rod,
see J-3a" and "See St'd P~an J-6b for Signal Mounting Details" are
deleted.
The following are Standard PIBn ,'numbers and their dBte of IBst revision
Bpplicable Bt the time this project was advertiBed:
A-1 7/19/85 C-2f. 12/06/85 H-3B. 3/18185
A-2 3/21/83 C-3 12/04/85 H-3a. 3/18185
A-2 9/28/84 C-4 . 4/08/85 H-4a. 12/28/84
C-5 . 1/21/85 H-5 . 6/28/85
B-1 3/29/82 C-6 . 12/04/85 H-5a. 6/28/85
B-1a. 3/20/81 C-6 . 8/27185 H-5b. 6/28/85
B-1b. 11/26/85 C-6a. 1/21/85 -H-5c. 7117181
B-1c. 3/20/81 C-6b. 1/21/85 H-6 . 7117181
B-2 . 9/19/83 C-6c. 11/26/85 H-7. 5/07185
B-2a. 12/12/83 C-6d. 12106185 H-7a. 11/28/83
B-2b. 3/19184 C-7 . 11/26/85 H-8 . 11/26179
B-4. 1/25/80 C-8 . 1121185 H-9 2/22182
B-4a. 1/25/80 C-8a. 1121/85 H-10. 10/26/84
B-4b. 9/07/84 C-8b. 8/15/85 H-". 9119/83
B-4c. 9/07/84 C-8c. 6/04/85
B-4f. 9/19/83 1-1 11/26179
B-4g. 9/19/83 D-2d. 2/13/81 I-1B. 11/26179
B-4h. 7112184 D-2e. 2/13/81. 1-2 . 2104182
B-5 . 11/26179 D-2f. 2113/81
B-5a. 11/26179 D-2g. 2/13/81 J-1 2/13/81
B-"6 . 11/26179 D-3 . 1125/80 J-1a. 2113/81
58
.B-6a. 11/26/79 D-ll . 5/23/l:l3 J-1b. 10/31175
B-6b. 11/26179 D-5 . 8/211179 J-lc.
B-7 . 3/19/811 D-5a. 12121/tlll J-le. 5/10/82
B-7B. 3/29/82 D-6 . 10/19/79 J-1f. 7117181
B-8 12/19/75 D-6a. 10/19179 J-3 . 11/07/75
B-8a. 3/29162 D-6b. 10/19/79 J-3b. 11/07175
B-9 2/22/82 D-7 . 11011160 J-3e. 2/011/62
B-l0. 1/25/60 D-7a. 1/011/80 ~/~- J-5a. 7117181
B-l1. 1/25/80 D-6 11011160 J-6c. 2/22/82
B-12. 1/25/80 J-6f. 2/22/82
B-13a 12/02165 E-l 1/011/80 J-6g, 2/22/82
B-13b 12/02/85 E-2 9/19180 J-6h. 2/22/82
B-13c 12102/85 E-3 11/26179 J-7a. 2/22/82
B-13d 12/02185 E-ll . 9/19/80 J-7c. 2/221tl2
B-l11. 12/02/85 E-lla. 9/19180 J-7d. 10/05/811
B-15. 10/19179 E-5 1/25/80 J-6 . 2/13/81
B-'17. 11/26179 J-8a. 5/23/83
B-18. 3/19/811 F-l 11/26179 J-9a. 7117181
B-1811 .9/06/83 F-2 . 11/26179 J-l0.
B-18b 10/03/83 F-2a. 11/26179 J-lla 7119/85
1l-18c .1/26/85 F-2b. " 126179
B-19. 10/03/83 F-ll 11/26179 K-l 7117/81
B-20. 9/19/83 F-5 11/26179 K-2 7117/81
B-20a .9/19/83 F-6 1/28185 K-3 7117181
B-20b .9/06/83 K-ll 7117181
B-20c .9/06/83 G-l 10/17183 K'"5 7117 /81
B-20d .9/19/83 G-2 9/06183 K-6 7117181
B-20e .9/20/83 G-2 . 9/06183 K-7 7117181
B-21. 12104/85 G-2a~ 12/21173 K-8 7117/81
B-22. 9/19/83 G-2b. 12/19/75 K-9 . 7117181
B-23a 11/08/85 G-3 . 11/26179 K-l0. 7117181
B-23b 11/08/85 G-3B. 11/26179 K-11. 7117181
B-23c 11/08/85 G-lla. 7117181 K-12. 7/17181
B-23d . . 11/08/85 G-5 . 11/07175 K-13. 7Il71ill
B-211 ... 11/08/85 G-6 . . . 10/211175 K-l11. 7/17181
G-6a. 8/31173 K-15. 7117181
11/26/85 G-7 . 2/011/82 K-16. 11/26/82
11/26/85 G-8. 1/28185
1/21/85 G-8 . 1/28/85 L-l 1121185
1/21/85 G-8a. 10/18/85 L-2 1/21185
11/26/85 G-8a. 10/18/85 L-3 1/21185
1/21/85 G-8a. 10/18/85 L-Ij 1/21185
1/21/65 L-5 1/21/85
.1/21/85 H-l 5/17185 L-5a. 1/21/85
1/21/85 H-3 . 3/19/811 L-6 . 1/21/85
59
. ProjlCll Imer Valley Road Overlay, C.R.P. 685
Co.lmlOl'I Act PAYIIIIl CO., 11Il:.
Addressl P.O. 101 4100
Bmerl.., IN., 98312
OATEI 09-0ec-B6
1I1tl:. 01102101 PN
eM Ge5
/Jcc OO~~AJ&
I'PUlbYljI:
Chi'dby.
~.. jj~1B~
iork Do.. T.I Bel:ttbet'7, 1986
4-+1. ~':I""''-
Estllll' 110. ,.IT
.
CIIIINTY OF JEFFERSON, SIAIE Of NASHINS.'
COlIIRACT YOlIClIER OEIAIL NORK SHEET ,.
iiiEiii"iDii~-i--I-----------------I----IPREViOOSI-;RESENiI-ToiiLImyiDus-.IPRESENr.-T--iDi~-
IND. IOUANTlIYIUNITI ITEN I l1li11 liD I OUANIIIY I OUAHIIIY I iUANl1lY I. AIUIUNT I ANDUNI I ANDUNI
---1--.-------------------1--------1------------------1--.------1--------1
I I I I PREPARAlIOII I I I I I I I I
I I I I I I I I I I I 1
1---I-----I---I------------I---I-'-----ICo.----I------I-------1-----___1_______1
I 1 I 1 IL.S.IND6ILIlATION 1'20,000.00 I 90.0011 10.0011 100.001nl1,ooo.00 1 '2,000.00 I '20,000.001
I ILUIIP sunl I I LUI'/' SUll I Lunp sun I LUIIP SUII I Lunp sun I I I I
1---1----1---1-------------------1----1--------1-------1------1------1-----------1----------1
1 2 I 220 ISoY IREIIOYIIIIl ASPIlALT CONCRETE PAYEIlEJjTl ".00 I 220 I 0 1 220,,( '1,100.00 I 10.00 I 11,100.00 1
I I I I I S.Y 1 S.Y I, S.Y I S.Y I 1 I I
, .,----,.._--------------------1--1------1---1----1-1----1--1
I 1 I 1445 IL.F.IREIIIIYINS ASPHALI COIICRETE CUllB 1 10.50 I 1445 1 0 I 14450( 4122.50 1 10.00 1 '722.50 I
I I I I I L.F. I L.F. I L.F. I L.F. I I I I
1---'-...-....:.......,....----..-----1-----1..---...--:--...........1..-----..)--........J..--........-..I.......--........I
r 4 I I IL.S.IREItOYIIlll LANE IlAAI(ERS I 1500.00 I 100.0011 0.0011 100.0011- 4500.00 1 10.00 I '500.00 I
I ILUIIP SUllI I I LIJI\P SUII I LUIIP SUN I LIJI\P SUII I LUIIP sun I I I I
1-..,-1---.--1---1---------------1---1----1-----1---1------1-.-----...-1.-------1
,I 1 I I 6RAD11IIl I I 1 1 I I 1 I
I I I I I 1 I I I I I I
1---1----1---1---------------1---.,..1------1------1-------1-----1------.---1.---------1
15 I. 657U IC.Y.IROADIN\Y ElCAYATlOIlINCLUOIN6 HAUL I '3.50 I 1141.51 426.5 I 8570 t"28,495.25 I '1,499.751 '29,995.00 I
I I I C.Y. I C.Y. 1 C.Y. . I C.Y. I I I
1---1------1---1----------------1-----1----.1-----1---__1_____1-----------1--------1
II II DRAINAGE I I 1 I I I I I
I I I I I I I I I 1 I
1..--:---..-:..-..,..-----....---------1----:..-----1-.......--1..--..1---.--1---.................:-....-....--..1
I 6 I 100 IC.Y.IDITCH EXCAYATlON IIll:LUDIIIllIlllUL I '10.00 1 14 I 0 I IH' '140.00 I '0.00 I 1140.00 I
I 1 I I I C.Y. 1 C.Y. I C.Y. I C.Y. I 1 I I
I-Co.-I-----I----I-------------I-----I-----I----_-I--._---I-------I-------..I------Co.--I
I 7 1 249 IL.F.IPLAIN CONCRETE CIlYERT PIPE I 412.00 I 347 I 0 I 3470( ",164.00 1 '0.00 I 14,164.00 I
I I I 112' DIIWTER I L.F. 1 L.F. I, L.F. I L.F. I I I
I I 1 I I I I 1 1 I I 1
1---1-------1-..:-1--.-----------1----1-----1------1------I------I----------I-Co.-'----I
I 8 I 140 IL.F.ICL.II REINFDRCED COIICRETE ClILYERlI 12S.0D I 144.4 I 0 1 144.4"" 431610.00 I '0.00 I '3,610.00 I
1 I I IPIPE 24' OIA. In. PAYE RESTORE I L.F. I L.F. I L.F. I L.F. I I 1 1
I I I 1 I 1 I I I I I I
1.-1-----1---1-------,.--------1----1...,.....---1-------1-----1--___1__________1----:..--1
1 1 I I STORII SEIlElI I I I I 1 I 1 I
1 I I I 1 I I I I I 1
1.__1-----1---1---------1----1----1------1----1----1---...__..:_:-'.c..__~1
I 9 I 7 IEACHICATCH BASIN TYPE I I "150.00 I 7 I 0 I 7..... '4,5150.00 I '0.00 I .14,550.00 I
II II lEACH lEACH I EACH EACH I 1 1 I
l-l-.~--l-.J ----l..----l...----l-----l..~....--l-~-l..-....-..'-~....l..'..-~--..-"1
I 10 1 3 IEACHICATCH BASIN TYPE 2 1 '1,215O.H I 2 I 0 I 2'f' '2,500.00 1 '0.00 I 12,500.00 I
1 II lEACH I EACH I EAClfIEACHI I I 1
1--1----1--1----- -I---I------I-----I.----I--_--I--------I---_-~-.::..I
I I 'I I SURFACIINl I 1 I I I I I .1
..1 1 I I I I I 1 I I 1 1
I--I---I.,..~-I-__--.,..-----I------I----I-----I-----I----I---__Co._I.______._1
I II 118745 IC.Y.ISELECI 80ARlJlj FIll. MTERIAL I ".150 I 20811 I 0 I 20611.(093,649.50 I '0.00 1193,649.50 I
I I I IISUPPLIED IY CIllNTYI I C.Y. I C.Y. 1 C.Y. C.Y. I I 1 I
1 I I I I I I 1 1 I I . ..1
1--1':'---1-1-- 1--1-1----1---1---1-------'-1------....:.1
I I I 1 ASPIlALT COIN:RETE PAYEllENT I I 1 I 1 1 I I
I. I I 1 I I I I 1 I I I
1-..,-1-...-1--1--...-...---------1-----1------1----1------1-----1----.__I_~----.-I
I 12 I 12813 1I000lASPHILT COIICIETE PAYEIIENT ClASS I I m.oo I 13614.2'1 I 374.02 I 13968.3l"1I326,742.96 I '8,976.48 11335,719.44 I
1 r I IINClIIDINS PAYIIIll ASPlW.T I TOIl 1 TON 1 TON I 1011 I I I I
II ..1 1 . 1 I I I I I. I... I
1-1_..._-1-.1-,.... -----...1----1--1-----1----1--1------.--1-.--...-...1
I i3..1 17.33 ITOllIASPIIALT fOR TIIa COo1T 1 4200.00 I 11.1 I 0.2 I 11.3 jI 42,220.00 I .140.00 1 . '2,260.00 .1
,-.
.
CDUNTYIlF JEFFERSON, SIAIE II' MASHINGI.
CIllIIRACI YIllJCHER DEIAIL MORX SHEeI
Inputbll&R
Chk'db,l__
3,
-ClIntmtDI'I Al:E PAYJNS CO., INC. OAIEI 09-Dec-S6 IIork Do.. 10' Oecflb"., 1980
AddrtSSI P.O. 80. 4100 TlIlEI 01102101 PH o!-
S".,ton, Ill., 9S112 EaUuto No..:J- f EI it.JI4.<..
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IND. 10UAIIIlIIIUNllI IlEH I UNlIlIO 'QUANTITY 1 DUAIITlIY 1 QIlANllIY. 1 AlIOWlI I ANIllJNI 1 AIIIIUNI I
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1 1 I: 1 1011 I 1011 1 ION 1 1011 I. I 1 I
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1 I 1 I SEEOINS I I I I I 1 '1 I
I 1 I I I I I 1 1 I I 1
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1 14 I 0.5 IACllEISEEOINO AII0 FERIILIlINS I .1,000.00 I 0 1 0.86 1 0.861 10.00 I 1860.00 1 $S60.00 1
II II IlICfIE"ACllEIIICREIACREI 1 1 I
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I I I I I L.F. I L.F. 1 L.F. I L.F. I I I I
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1 16 I I IL.S.ILAME IlARKERS AND PAYE.lEIIIIlARXINS I~ I 0.0011 75.0011 -1Mttl 10.00 I 18,245.95 I 18,245.95 1
1~)ILUIfIl SUHI I . -,ftt'1I11lP SUN I LUIlP SUN 1 LUIlP SUN 1 LUllP SUN I I 1 I
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117 I I IEST.ILIOOR FOR TRIIFFIC COlITROI. 1112,SOO.00 I 727.51 1481 075.54-1111901.931 12,437.561116,460.04 1
1 I ESTlMTE I I Rogulir UI. I IHRS.I fl6.47II1RS.. fl6.47IHRS.III6.471 1 1 1
1 I I I 1 57 I 0 1 5]<1- 11,216.02 1 10.00 1
I I I Omti., IHRS.' .21.8611115.. .21.&.\IHRS.. .21.&.\1 I I
I I I I 40 1 0 I 40 'i' .503.60 1 .0.00 I
1 I I Pilot c.r lilt 40 Hra.' IHRS.. fl2.591I11S.'II2.591HRS.. m.591 1 I
1 I I 24.5 I 0 I 24.5 V .290.94 1 .0.00 I
1 I 1 I PilDt Cit IOYor 40 Ira.l I 1IIRS.IfIl.075111R5.l1ll.875IHRS.IfJl.8751 I I I
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118 I 154 IC.r.ISIRUl:TUIlAI. EICAYAIION CLASS 8 1 10.00 121M 1 01 210.9<1' ",&l7.20 1 10.001 1I,&l7.20 I
I I 1 IINClUOIN6 HAUl. I C.I. I C.Y. 1 C.Y. I C.Y. I I I 1
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1 1 1 I I 116AL. 1 HSAL. 1 NIlAl. 1 N6AL. 1 1 I I
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120 I 1 IL.S.IIRIHHINO ANO CLEANUP 111,000.00 I 0.0011 100.00%1 100.0011<- 10.00 I $1,000.001 11,000.001
I ILUIlP SUIlI 1 1 LUIlP SUII I LUIIP SUN 1 LUIlP SUII I LUIIP 5UII I 1 I
I.-~I..---I....,-----..-------I.-----I.-----.I---..--I...---1-----.-1-....--.,-....-..-,
1 21 I 7 IEIICHIIlAILBlJI STAIIO . TYPE A I 150.00 I 0 1 6 1 6 t.- 10.00 1 1340.00 I '100.00 I
II I lEACH 1 ElICH I ElICH I ElICH I 1 I I
,.....,.1----1.-.,----------,--.1.----.1---_1._____.,___.._"--.-.l---.'-.~I
I 22 1 I IEIIl:HIIlAILBlJI SIANO. "PE a 1 1100.00 I 0 I I 1 l.v 10.00 1 $100.00 I '100.00 1
1 I I 1 1 ElICH I ElICH 1 EACH 1 ElICH 1 I 1 I
'.-.1-.-,--.1-__----_____1____1__.,---_1...____.,____'.__.._'1-...---.,.1
1211 IIL.S.ISURYEYlN6 110,000.001 95.0011 5.0011 100.0011--17,600.001 flOO.OO.1 10,000.001
I ILUIlP 5UII1 1 I LU'" 51.11 I LUIIP SUN 1 LIJ/IP SUIt I LINIP sun 1 1 I. I
,.....1---1-.,'------____._1___1-----.,____1.---_1___._,._-..-.1......--..,
124,'>34120 Is.r.)40IL RESIDlJAL HERIICIDE I 10.15 1 11120 1 0 I JIl20 oj- 15,14i.00 I 10.00 I 15,148.00 1
',.1 ..I .. I .. I 5.1. 1 s.r. I 5.1. I S.I. I I. , . I
: 25:-.~;:EIICH~lIBlE &11101: mSls -:~:.----;.:--~-;.--~--~~~I"_;;;~~;.;-~;;~~:
1 .1 EACH 1 I. . 1 ElICH I ElICH I EACH 1 ElICH 1 I 1 1
1-.....,_....-1--,-- .______I.---I.----_I____I...---_I_..,.__I.-._-.~.I-..---..,
126 I. 1200 ITlINSI)1ISPHAlI CONCRETE FOR PRnEYELING 1 IlO.OO 1 1170.44 1 1l.92 I 1492.1Hfll,l5J,201 . fl17.60 I fl4,770.S0 I
~}r'ONS:.__:~~: I, In. PAYINS .A5PIW.T. . ;~;~i2h;.-~~.;_~;..;.--.-.;_c_____:
1 27 I. 110 lTONSIIIASPlfALT cmcim PAYElIDIT I IlO.OO 1 12&.64 1 0 I 12&.64 t' 11,619.20 I .0.00 I fl,619.20 1
W-.!ONS<I .. '~ASS 8,ln. PAYIIS A5PIW.1 1 TI! I TIlII 1 TON I TI>>! . I I I
':fl. lfi,vo.."..f 1'-'.'. . ~~~~w:'.l:.";~~~d".oy ~ of.>SO.... ".~ /00%
1'1' ,.,J. o\~'I"l4rb""'5I. .-fL..s.
J4 c.<.oUAJ r 1,740, lit
tt....
Projech O.mr V'lltl Ril<Id OYorllr. C.R.P. 685
. ' COUNIi OF JEFFERSON, Si~IE OFWASHING1.
CONTRACT VOUCHEll DETAIL IIORK SHEET
Proj.,1I B....r Vall.y Road O,.rlay, C.R.P. 6G5
lnputby,~
Chi'd bY11l)?
Conlractor: ACE PAVING CO., INC.
Addr.", P.O. Bo, 4100
Gr...rlon, ia., 9B312
OATE: INan-B7
mE: OB:04,21 Alt
iork Don. To: O.mb.r 31, 19B6
iiieiii-ioiAL--r--j---------------------------------i---------j--PREvious-TpResEiii--j---ioiAL---j--PRevious--j--pieseiii---j---ioiAL----
OINO. IDUANlllYIUNIll 1m I UNll BI0 1 DUAilllY I DUANlllY 1 DUANlIlY ! AHlIUNT : AltO,NT : ANOUNT
1"--1---"-" J ..--;........--..---......----..........--........:--..---......-:.......--____1__....___:....____..__.______.._,......_.............._._...._.............
, I PREPARATION I I I . I I
I I I I : I I I I I I
: 1----1--------:---1---------------------------___1_____._-1---------: --------1----------1-----------:-----------1-..---------
,I 1 I 1 IL.S.INOBILIlATlON 1120,000.00 I 100.00ll 0.0011 100.0011 120,000.00 I 10.00 I 120,000.00
'.: I ILUIIP SUNI I I LUIIP SUN I LUNP SUN : LUIIP SUN I LUNP SUN I I ,
. 1---..1-,;.--......1..---1 ......---........-------..........................--..:..........-..-....:..-................. J ...._......__.._:..__...._......;______.._,..__..___....:........____....:
220 IS.Y IRENOVING ASPHALl COiCRE1E PAVEllEill 15.00 I 220 I 0 I 220 I 11,100.00 I 10.00 I 11,100.00 I
1 I I I I S.Y I S.Y I S.Y I S.Y. I I I
1';'''''-: ................:---..:..----.:....---....------......-..---........1_......_............1.............--..-..: --....-...-1....----.......1-............-1--..--......-..-:....------....1
..13 1 1445 IL.F.lRENOVIN6 ASPHALT CONCRETE CUR6 I 10.50: 1445 I 0 I 1445 I 1722.50 I 10.00 I 1722.50:
I I I LIF. : L.F. I L.F, L,F. I I I :
'. (--- J --....---:....--J......--...........---...--....--..-------....I_............__..1--.........._--: -....--........-1...............-......1............-........ J ......---......--..: ~.._.._...._..-l
I 41 I IL.S.IREMOVING LAIIE I1ARKERS I 1500.001 100.0011 0.0011 100.0011 1500.00 I fO.OO I 1500.00 I
1 1 LUNP SUN I 1 I LUIIP SUlI I LUNP SUN I LUIIP SUN I LUMP 6UN I 1
'''-I :.............;.:-......1----..--..........................--............--........:-..----1........----.......J....--....-...-l........---..l....-....-.....-..-I..-............~....--l......----~........I
I I I GRAOING I I I I I I . I
I I I 1 I I I I
. :......"'1--..........,--_.. J ---..-..............----....--.....-------1.............;0-....1..:..---....--.....:-..-..---..-I........-..----I-....~-..--..l....--..---...;,-l-..-........--....-I
,15 I B570 IC.Y.IROAOiRY EXCAVATION INCLUDING HAUL I 13.501 65701 0 I 8570 I $29,995.00 I 10.001129,995.00 I
I 1 I- 1 1 C.Y. I C.Y. I C.Y. I C.Y. I I 1 1
,1..-..1-.....--,--..:--..........-......-----..-------....1-----....--1...........--......t-....-......--I..-....---..I---........l..-........---..I........_....____'Or
II DRAINAGE I II 1 I I
'I 1 I I I I I ,I
1-......,-..........-1.........'........-....---......-..-.-..________.._..1.._.._-"!-~ :..--..---...1..........-....-..-:..............---.....1--........;;.;....._1.......__....__-....1--....-....,0:'......:
'I & I 100 IC.Y.IOllCH EXCAVATION INCLUOIIIB HAUL I 110.00 I 14 I 01 14: 1140.00 I 10,00: 1140.00 I
I I I I C.Y. / C.Y. I C.Y. 1 C.Y. I I I I
-: 1--....:-.....;....;...:-......,--..---......-....___________..1......____:_._-..----I....--..---....:--.....--..I.....-....-..--..I-..-....-........-...l..~...;._.;.......--:
I 71 249 IL.F.IPLAIH CONCRETE CULVERl PIPE 1 112.00 I 347 I 0 I 347 1 11,164.00 I 10.00: f4,164.00 I
I. I I 112' OIAIIElEll I L.F. I L.F. I L.F. 1 L.F. I I . I I
I: I 1 : I I : 1 I I I
; .:.......1 ~..--......I.;.--.;l-.....-..,.....-_...._-_..--._-_..o:'......-l..-..--.._....I........------..: --..--..---:..--..---..:-..__......_....:..__.......;;.._.......j_......._.........;..:.. J
,I B 1 140 IL.F.ICL.1I REINFORCED COHCRE1E CULVERl I 125.00 1 144.4 1 0 I 144.4 I Il,610.00 I
.1 I I IPIPE 24' OIA. INCL. PAVE RESTORE I L.r. L.F.: L.F. 1 L.F. I I
"~, J 1 1 I: I : I : I .I
: :..:'""':...::......;...-.;...:.;-..:...............--........----.......----....,.....___......_1..--..---..:..........:..-....--...,..-......---..1..;.........-....-.;.:........__......_..1---....-.;...-......:
" I 'I STDR" SEilER I I I: I
,<,:, .., 'I . .... I I I 1 I . I.." I
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I 9 I 7 IElltHlCA1CH MSIH TYPE 1 1 1650.00 1 7 I 0 I 7 I 14,550.00 I fO.OO I.. 11,550.00 I
'I, I, .. 1 .1. .'.. ... .,1 EACH I EACH I EACH 1 EACH I .,1.. .... I. .... .....1
I~.-..,I.-~.....-l.._:_..:.~'"......--..----.-------l......---..-f......-.._..-..,---..---l......---..,-..---........l..--........~..-I-,-..-....':"...;,':'l
:1 10 I. 3 IEACIlICAlCH 6ASli lYPE 2 ' I 11,250.00 1 2 I 0 I 2 I 12,500.00 I 10.00 1 12,500.00 I
I. I.... I I I EACH 1 EACH I EACH I EACN I :. . I'.. I
,,~.~....J-'7'"-;.._-:...._---_.._--------_I.._____l__........-:-_..I__........--l..-----..l--....-....-I..-..-....;'"..-....l--.~-'"-......"':
I / ' 1 I SURFACING I I I I I I I I
,I,.., ....,,:1.. .1. I .:,.. II. I,:... ,I,.: 1
J.,~.":"',..l,-..~....-~l..-..~:-..-...-----....---........__..-l_-----:..-.-....--..l-----....l-........--...-l---....--l............~..~.......:.............._......'"'
I-U.t--1874S-IC,Y.ISELfCliORRDHILL'l1AfEllIAL-,.._ I 14.50 (,. --20Blt-t- -.. '~7- --208tl--t-m',649.50 1--"IO.OOi m,649.501
I I ..1 IlSIiI'PlIEO BY COlIHTlI :' C.Y. 1 C.Y. 1 C.Y. I C.Y.: I I. I
1""",-,, ....1. : ,'... , " II. I J, I ','", J
t...'7-I..~:~-....I'7~71......:--..----___-..-~-----:.._____:.._....___..J___..-1--.....---..,-....---1..-..........--1..-_;-;;.......,..1
I 1 . I I. ASPHALT COiCRETE PAVEIlEHl I I I I I I
1..../ I. I . I 1 I. . .1 I. . . I .1
',......-17--I__I-~------------..-__I"'--_.._J..__........__:............__....J......----..{--..-....--J--......-..~-: -:__..................:
1.12112613 110llIASPHAll COiCRETE PAVElIEHl CLASS B 1 124.00: 139BB.lII 0 I 139BB.31I1m,719.44 I 10.00 11335,719.44 I
1 I.. 1 lINCLUDli6 PAVliG ASPllAI.l I lOll lOll I 10i TOIl I .; .. 1
1,\111 ....: I I. I I I. I I. ..1
1-:-1"7~-:..-I----------.....---I-..___:..____..I______....I__---:-:_____-1---....-..--1......0:',,-:..-.;;....:..1
. Eslhal. io. 4 and FIHAL
Plgo 1
.
COUNIY OF JEFFERSON, SI;IE OF iASHINGT'
CONIRACT VOUCHER OEIAI~ iORK SHEET
InpulbllAtf
Chk'.dbl'~
Conlraclor. ACE PAVING CO., INC.
. 'Addre... P.O. BOI 4100
Brmrlo., i.., lB312
DAlE, 13-JlJ1-B7
III1fI OB,04121 All
iork Oone 101 O.mber 31, JlB~
iiiE"".iiiiAL--,..-j---..--.----.-----~--.-------i--.----....j--piEviiiusIPRESENi--T--iiiii----i-PREviiiuS--j--PREsENi-.-j---iiiiiL----
INO. I QUANTlTI IUNITI lIEH I UNII BIO I QUANIIIY I QUANTITY I QUANTITY I AnOUNI I AIIOUNI ~ A~.OUNI
, I--'I---~-- I .--1---..-.--.-----.---.--___1.-----1---.---1---..-.-1__.____1 :-:--.--.-..1.----.----. .___....___.
Ill'l 17.33 ITON IASPHALT FOR lACK COAT I 1200.00 I. 11.3 I 0 I 11.3 I 12,2~O.00 I 10.00 I 12,2~0.OO
:1 I I 1 I TON I TON I TON I TON I I I
J......-I-..----I....--I......--.............---___........__...._...._':'_:___....--....:.......-...----1.......--........-:..........--..-..1..--....--.....-:....---.._...._..I..__.._...._..~_I
I I 1 I SEEOING . I I I I 1 I I :
':.: I I: 'I I I I I I I :
1---1----..-1...-1---.------------.--------.-- 1 .-.___..__1..--....--.1--.-...---1-----___1__.__.____1.______.___ I _____.__:___:
I 14 I 0.5 IACREISEEDING AND FERTILIZING 1 11,000.00 I O,B~ I 0 I 0.811 I IR~O.OO 1 10.00 I IB60.00:
II II IAtREIACREIACREIACRE) I I I
'. I-...... f ..--....-..J-....-{ --......---.......---..----..----..................1............----.:......----...I-..........-..---l....-....-~...-..I---....---...._-: __........__...__1 .......-.......--:'"""..1
I I I I TRAFFIC I I I I I I I I
I I I I I I I I I I I
:.l..--l....-..-""-l-...--l......--....---..-..-~....-_....-......_........l.._................:..---........-:........-....---J......----..I-........-....:.......................J.........................I
I 15 I 1445 IL.F.IASPHALT CONCRETE CURB I 11.75 I 2357 I 0 I 2357 I 14,124.75 I 10.00 I H,I24.75 I
1 I I I I L.F. I L.F. I L.F. I L.F. I I 1 :
1':......1.........-....:......: .................-..........................................1..........-...... J .........-....-..1.......-..........: ....---.......,......-................:........................1......................,
Il~ I I IL.S.ILANE "ARKERS AND PAVEIIENlIlARKIN6 IIB,m.oo I 12.4311 7.ml 100.0011 16,245.15 I 1675.05: 16,m.00 1
1'1311LUIIP GUHI I 1 LUIIP SU" I LUHP SUH I LUIIP SU" I LUlIP SU" I 1 I
l........l-..:.-....I......~J ..............-.......-~-_....._.........-I.....---.-I........_.._.J-...-..:..--I....._...~......I--.................I.......,;,-..........I........_...........1
117 I I IESI.ILABOR FOR TRAFFIC CONTROL II12,BOO.OO I B75.5 I 0 I a15.5 I 114,4ll.4B : 10.00 1I1b,4~0.04 :
I 1 ESTlHAIE I Regular ti.e 1 IHPS.III~.47IHRS.III~.47IHRS.1 m.m I I I
I I I I 57 I 0 I 57 I Il,24~.02 I 10.00 I I
.1 I Omti.e I IHRS.II21.B~IHRG.1121.B~IHR6.lI21.6~1 I I
'I 40 I 0 I 40 I 1503.60 I 10.00 I
I Pilot Car IIs1 40 Hrs.1 IHRS.III2.51IHRS.III2.51IHRS.1 $12.511 I
I 24.5 I 0 I 24.5 I mO.l4 1 10.00 1
I I Pilot Car lOver 40 11rs,) I IHRSoiIll.675IH11Soilll.B75IHRS.II11.B751 1 I
,........:.,...............:.........:..;.........................--...................-...._1........-.-....:..........-....-..,.....................-1...-...._.......:....__.............:..;.......................I................~......1
' I OIHER !TENS I I I 1
I I J : 1 I
; J........I..:.:.-....'.....I........:--.................-.....-__..._.......__,...__-....:..-............:.......1........-....-....1..----..1-...........--....:....;............._..1_....'":""............1
110 I 154 IC.Y,ISIRUCIUIIAL EICAVATlON CLASS R I 10.001 23M I 0 123M I II,B47.20 I 10.00 I II,B47.20 I
I I 1 llNCLUDING HAUl I C.Y. C.Y. I C.Y. C.Y. I I I I
'I-~.'I --.. '-I .-1--------.---_... - - __.,__I____._,___~_I___ _~I____.__I--_---I--____1_
I~.,...I-----.I---I-----...;-:--------..-.-----I--.----I-.--..---1-.-----1.---..--1--.---..--1----..------:--.--:---'_I
I 11 I 20 I"GALliAIER ,I 115.00 I IB7.2 I 0 I IB7.2 I 12,BOO.00 I 10.00 I 12,BOB.00 I
I I I I IlliAL. 1 I16AL. 1 "GAL. I 116A1.. I I I 1
I..-~I..;;.,..;.,....-I........l.........-....:..........---............":..-..-........l..-......-........1..--..--....-1......-.......-1......--....:-..,--_..;..........:........................;....1..;............;.........:
1201 1 IL.S.llfiJHHING AND CLEANUP 111,000.00 I 100.0011 0.00%1 100.0011 II,OOD.OO I 10.00 I 11,000.00 I
I ILUIIP SUHI I I LUIIP SUH I LUIIP SUft I LUHP SUIt 1 LUIIP StHl I I 1 I
I..;.-.;J-.-....-I',.-..:-............__....:___........_........_I..__...._:.._..._....-..I....----....I..-....-.-...:..I-..;.....-........l--..--......:..-I~..--........-I;
121 I 7 IEACHII1AILBlII SIAND . TYPE A 150.00 I 6 I 0 I .~ 1 1300.00 I 10.00 I 13DO.00.1
1..1 ... I I EACH I EAtH I EACH IEACH.I I . . .1
1-'--1-.---1--1-------:-----.------1-.---.-1---____1--_.___1-------1-___:__.1--------.1-..-...,...__.1
1'221 J IEACHIIlllILBlII STAND, mE B I 1100.00 I I I 0 I I I 1100.00 I 10.00 I 1100.00 I
I. II lEACH EAtH I EACH I EAtHI I I
1----1.----1---1-.----------_._------1------1-..-----_._1-.,..--.---1..------1--____1___.___.__1__________.1
I 231 I IL.S.ISURVEYING 119,000.00 I 100.0011 0.0011 100.0011 IB,OOO.OO I 10.00 I 16,000.00 I
I. ILVIIP SUltI I. . I LUIlP SUIt I LUHP SUH 1 LUIIP SUlI I LUIIP SU" I I I I
1;;,~..-:;'""~.....:~I~-.;.J-~..~-...----....-......:...-..;.,I----.....,-......-~-..J-~----:.;~-:.:....--~l---..--:....--..-...;.......l-........;....~..~~,
1241 34320 IS.Y.ISllIL RESIOUAL HERBICIDE I ~.15 I 34320 I 0 I 34320 I '5,140.00 I 10.00 1 15,146.00 I
I"UI.. .... I ..1. . . . I G.I. I 5.1. I S.Y. I 5.1. I I I .1
I~~I~-~I..-..,-;--..~-~-~--...-......---...-l--....-...l....----..,--_..--:--..---..I___..-..--l..--........--.:-......-..~........l
:~ I.. 150 IEACHIFLEllBLE GUIDE POSTS I 120.00 I lill I 0 I 16B I 1J,3~0.00 I 10.00 1 13,3~0.00'l
'UlI EACH I 1 . I EACH EAaf I EACH I EAtH I .. ., I .. I.. . I
..~77f...:~....~:..-..I-~- ....--....---:-.--I..-----..I-:--....--l-..---..I~--.....-l..--....-......-..J-"-"~""-J
2~1: 1200 lTONSIASPHALT CDNCRETE FOR PRELEVELINSI 130.0D I 14l2.36 I 0.1 14l2.36 I 144,170.BO I 10,00 1144,170.601
'1.111 IONS 1 .. . I.ClASS 9, INCL.. PAYING ASPHALT I ION I IDH I IDN I TON I TDN I .. ..1 .. ..... I
......'S......I::-.I-----:...,......--I.----I------.I----I.-----.i_____.I____.__.I___.:~._._:I
Eslil.le No. 4 and FINAL
Pag.2
.
COUNTY OF JEFFERSON, STATE OF NASHINGT.
CONTRACT VOUCHER DETAIL NORK SHEET
Input by,6!::
Chk'd by,..__
.PrDjeetl .B.aver Yall.y Road Overlay, C.R.P. 6B5
i:ontractor. ACEPAYING 1:0., INC.
Addres51 · P.O..BOI 4100
5re..rtDn, 1Ia., 95312
OATEI 09-0ee.B6
TIllE, 01102,01 pn
Nork Done TDI D.telher 5, 1956
E,th,t. No. 3
jiiEij-ioiAL--j...-j"---..-..-----------.-----------j----------j-PREVious--j".PREsEHi".-j---ioiAL---i--PREVious--j--PRE5EHi---j".-iOiAL----j
IND. IOUANTIlYIUNlTi ITEH 1 UHlT 510 I OUANllTY 1 OUANTIlV I OUAHllTY I AHOUNT I AnOUNT I AnOUNT I
1-...:.------1-..-1---.------..----------.--..:.-.-....-1....---.---1-.--.---...:...-..---1----....--1----.-----.:......---:
I 1 PREPARAIJON I I 1 1 I I I
I I I I I I I I I I I
I '... I.. J -----------.........-..--------....-..--1..-....--....:...---------1........------: --......--....-1----.........-1------............/--........-----..:
1-;--;- ----~-;~~;.lnOBILIlAIJOH 1$20,000.00 I 90.0011 10.0011 100.0011 115,000.00: 12,000.00 I 120,000.00 I
: Lunp SUH I : 1 LUlU' SUH I Lunp SUH I LUlU' SUH : Lunp SlIH I I 1 I
I.....-I-------I----I..--..---..........-............-----..................J....-------....:----..----..).......................-1....................---1---....------:......------......1--....----......1
: 2: 220 :S.Y IREnOYING ASPHALT COHCIlETE PAYEHENTI 15.00 I 2201 0 I 2201 11,100.00: 10.00 I 11,100.00 I
1 1 I I S.Y 1 S.Y I S.V 1 S.Y I I I I
'........,................-........--..........--......-.....-.......--:......_......_1....___---......-1....-..-------1-------....:--..--:..----.--,;,1-..---.--1
144S IL.F.IREIIIIYING ASPHALT CONCRETE CURi I 10.50 I 1445 : 0 I 1445 I 1722.50 1 10.00 I 1722.50 I
I : I I L.F. 1 L.F. 1 L.F. 1 L.F. I I I I
1......-...:----.........'...-...1-----------.......--....-.....-................---:.............--.--1........-.........--...:-.......-..--....:-...--......--..:-..-..-.......---:....------....-1............................:
1 4 1 I IL.S.IREHDVINS LANE I1ARJ(ERS I 1500.00 I 100.001: 0.0011 100.001: 1500.00 1 10.00 1 1500.00 1
I ILUIU' SUHI I 1 LUIII' sun I LUHP SUH I LUlU' SOH I LUMP SUH 1 I
1...~..I....-.;....-I.........I":..----...--.............--.....-..................-......I------:......---............:-----..........1...----..-1---..--...-:..-...--.......---1....................__:
. I 1 I GRADING I 1 1 1 I I I
I :: 1 1 : I I I I
'..;..--1...-............-1----1----............-..---..........--..-.....-....--...:_......--..........:........--.........-..: ........---...-..... 1 ---..--...-......: ....----.....--;.-:...-...---..-..-..l-...-----~......-l
: 5 I 1510 IC.V.IROADiAY EXCAYATlON INCLUDING HAUL I 13.50: 1141.51 m.5 I 15101121,495.25 I 11,499.151129,995.00 I
I: 1 1 1 C,Y. f C,V. : C.Y. : C.V. 1 I : 1
:..-.;.1..-..-.........1-......'-........------...........--............-..-......:......--.......J---...-........-...I........-......-.....I................--..:....--.._...._...:........................1...................;._:
I DRAINAGE
I I 1 I I I
1--..;...1........-.....--1..--1....-..-.........-...........--..--....--.......-...... :..-...---.....- :......----........1-..----..............1...........---..:..--..........-...-1..........-..--......,..---........__..; I
16 I 100 IC.V.:DlICH EXCAVATlSH INCLUDING HAUL I 110.00 I 141 01 14 1 1140.001 10.001 1140.00 I
: I 1 f : C,Y. : C.Y. I C.Y. 1 C.V.: 1 , I
I--:-.:.I......;-........-J.........:..;;.-..............-..............--............---..-..-I-----....-,..--...-.;.....---:..--......----..-1........----......1---......;......1..-...-................1..;......--.;...;-.;...-1
:1 1 249 IL.F.IPLAIN CONCRETE CULYERT PIPE 112.00: 347 1 0 I 3411 14,164.001 10.001 14,164.00 I
: I I 112' DIAltEIER 1 L.F. : L.F. ,. L.F. I L.F.: , I 1
:: : I 'I : I 1 :
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140 IL.F.ICL.lJ REINFORCED CONCRETE CULYERT I 125.0.1 144.4 I 0 I 144.4 1 13,610.00: 10.00: 13,610.0DI
1 IPIPE 24' DJA. INCL. PAVE RESTORE 1 L.F. I l.F. I L.F. I L.F. I: 1
I : I 1 I I I , I I
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I 9 I 1 IEAtHICATCH 5ASIN TYPE I I 1650.00 1 1 1 0 1 7 1 14,550.00: 10.00 1 14,550.001
.1 1 I I I EACH I EACH: EACH I EAtH I 1 1 1
. -,.....;...:--...;.-:..-..;,...;.-..-'..:--....----....--.....-..---:------:.....;.-..........--...:....-....--.....:-..--..--......,..-..;,......-........,.........-.............-1--:..--"--;'~l
. : 10 : 3 IEAtHICAICH BASIN TYPE 2 1 11,250.00 I 2 I 0 1 2 I 12,500.00 1 10.00 I. .12,500.00 I .
I"~. I ...: 1._ . I EACH : EACH 1 EACH I EACH. I . I. .1,:
1":........17""---'..--1-..----....-....--..-------:...-..----1...-..........--...-..l........----I......----..l--~...'""'..-~l.....;....--...---..:-...--_........":....;:
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1111.'15145 lC.Y.ISUECI BDRRON FJLl.IIATElIIAl I 14.501 208111 0 I 20B1I1 $93,649.50 1 10.001193,649.501
. I. I 1 IISIII'PlI~ 5Y COUNlYl : C.Y. C.Y.: C.Y. C.Y. 1 1 I :
1..1, .. .1.. 'I I 1 I I I.. I
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.1 ...:. . I 1 ASPIIAl.T I:OIICRETE PAYEllEJlT 1 1 , : : I I ., 1 .
1..1 I: 1 .: : : 1 1 :. I
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1 12 I, .12513 liON IASPHAlT COIICRElE PAYEllENT CLASS 5 I 124.00 1 13614.29 1 374.02 I 13911.31 11326,142.96 1 15,916.45 11335,119.44 :
1 I. IlNa.INlU6 PAYIII6 ASPHALT I TON TSH 1 TON TSH I : I
t":,,J..:L;.. ..... ..., I, I :... I .1 . :.:, .,.1
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1 13 I 11.33 liON IA5PIIAl.T fOIl TACI: COAT , 1200.00 1 11.1 I 0.2 : 11;3: 12,220.00 I 140.00: 12,260.00 I
.
COUNTY OF JEFFERSON, STAlE OF iASHINGION.
COiTRACT VOUCHER DETAIL iORK SHEET
lnpUlbYI&f.
Cht'd bYI____
Project! B..mr Yolley .Rood Omloy, C.R.P. 685
-Canlmlor. ACUAYIN8 CO., liC.
Addrm.. P.O. 80. 4100
. Ir...rlan, io., 98312
DAlE. ON,,-86
TIllE. 01:02.01 PN
iort Don. rOI O.mber 5, 118.
E.U..to N,. 3
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IND. IDUANIlTYIUNlTI lIEN I UNIT 810 I DUANmy I OUANIlTY I OUANIlTY I ANOUNT I ANOUNT I AMOUNT I
1__"I";~___'I"~'I_______.....___....______.m 1..____...__1_..._..___.1.___....._1--...----.1--..-..----1--..--.----1-...----..-1
I 1 1 1 I TOIl 1 TOIl 1 TON I TON I I I I
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I I I SEEDlliS I I I I I I
I I I I I I I I I I I
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114 I 0.5 IACREISEEOIN8 AIID FERTILIZING I 11,000.00 I 0 I 0.B6 I O.~ 1 10.00 1 IB60.00 1 IB60.00 I
II I I IACRf.J ACRE 1 ACRE I ACRE 1 I I
1...-1....-.--1..--1......--....-.-----.---.--1--.--..-1--..--..--1-.-.......-1--.-----1--..-..-1--..-......1--.---......1
I 1 I I TRAFFIC I 1 I I J 1 I :
1 I J I I I 1 I J 1 I I
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1151 1445 IL.F.IASPHALT COlICRfTE CUII8 I 11.75 I 0 I 23571 23571 10.00 I $1,124.75 I 14,124.75 I
1 1 1 I I L.F. 1 L.F. 1 L.F. I L.F. 1 I I I
1..--.;1.;....-----1........:....."'...------..............-----------1..............--1--................-1......-------..1--..............--1--.........-....:......................:--....-----....1
I 16 I 1 IL.S.ILANE IlARKERS AND PAYEJlEJiT MRKlN8 1110,914.60 I 0.0011 75.0011 75.0011 10.00 I 18,245.95 I 18,245.95 1
1 ILUftP SUNI I '''LUIIP SUN 1 LUNP SUN I LUIIP SUN I LUNP SUN I I : 1
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I 17 1 I lEST. I LAlOR FOR TRAFFIC CONTROL 1112,800.00 I 727.5 I lIB 1 B75.5 I 111,981.93 I 12,437.56 I 116,460.01 I
I I ESTlMTE 1 Reguhr ti.. 1 IHRS.t 116.47IHRS.1 116.4lIHRS.1 116.4)1 I I I
I I I : 1 57 1 0 I 57 I 11,246.02 I 10.00 I
I OmU.. IHRS.II21.B_IHRS.II2I.86IHRS.II21.B6J I I
I I 40 I 0 1 "'I 1503.60 I 10.00 I
I Pilot Cit lI.t 40 Hrs.1 IHRS.II12.591HRS.IIl2.591HRS.IIl2.511 I
I I 24.5 1 0 I 24.5 1 1290.94: 10.00 I
I I I Pilol Cit lOver 40 Hr..) I IHRS.III1.B75IHRS.IIlI.875IHRS.III1.B751 I
1--1..-.....1---1-.-......-...----.-.---1--.......-1-......--.1-.....----1--.-...,.--1--...-----1-----...--:----...----1
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1 1 1 I 1 1 , I I I I
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I IB I 154 IC.Y.ISTRUCTUIIAL ElCAYAlION ClASS 8 1 lB. 00 1 230.9 1 0 1 230.9 I II,B47.20 I 10.00 1 II,B47.20.1
1 I I IINClUDING HAUl 1 C.Y. 1 C.Y. 1 C.Y. I C.Y. 1 I I I
I. I I I , I I 1 I
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I 19.1 20 IN&ALliATER I 115.00 1 IB7.2 1 0 I 187.2 1 12,BOB.00 1 10.00 I . 12,BOB.00 I
1 I. '.1 I 115AL. I NGAL. I N8AL. I N8AL. I 1 I I
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I 20 I 1 IL.S.IlRINNIN8 AND CLEANUP : 11,000.00 I 0.0011 100.0011 100.0011 10.00 I 11,000.00 1 11,000.00 I
I:LUIIPSUNI I I LUIIP SUII I LUIIP SUN I LUIIP SUN I LUNP SUN I : : I
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121.1 7 IEACHIMILBDI STAND - TYPE A 150.00 I 0 1 6 I I> I 10.00 I 130U.00: 1300.00 I
1.1 ..... 1 I EACH I EACH , EACH I. EACH I I . I 1
l..;~....l,......--....l.......:-...._....-....----------:......--.....I...-....---...-1--.............-:..-..----..,..:..-.......-....-..,..-.....-....-,..1.-........-..-....-.1
122 I I IEACHIMILBDI STAND. TYPE 8 I 1100.00 I 0 I I 1 1 , 10.00 1 1100.00 I 1100.00 I
II II lEACH I EACH EACH EACH I 1 I
1...,.'1 "-.--1---1---.-....--..----------1--.----..1--------....1--------1.-'..-..-..;.1-.---....1--..-.---1----'.----1
1231 lIL.S.ISURYEYlN8 118,000.00 I 95.0011 5.0011 100.0011 17,600.001 1400.00 I 18,000.00 I
I' ILUIIP SUIII.I . . I LUIIP SUII 1 LUIIP SUN I LUIIP SUN I LUNP SUN I I I., .:
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124 Ii 34320 IS.Y.IISOIL RfSIDUAI. HEJl81CIDE I 10.15 I 34320 I 01 34320 I 15,14B.00 I 10.00 I 15,148.00 I
1.1 ..' ..... I. ...1 .... I 8.Y. I. 5.Y. I S.Y. I S.Y. I II .... ....1
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125 I.. .150IEACHitFLElIBLE 8UIDE POSTS I 120.00 I 0 I l_B I 168 I 10.00 I 13,3_0.00 I 13,360.001
I. ..1 EACH ,.1. I I EACH I EACH I EACH I EACH I I I 1
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1261 1200 ITOMSItASPIUlLI COIICRETE FOR PRflEYELING I 130.001 147B.44 1 13.92 I 1492.361144,353.20 I 1417.60 I 144,77O.BOI.
I. TONS I . IClASS 8, IIICL; PAVIN8 ASPHALT 1 TOM I TOM I TOM I. TON 1 TON I... .1..
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27 I. 110 nOMSIIIASPtW.T CllUTE PAYEJlEJiT I 130.00 I 120.64 I 0 1 12D.64 1 13,619.20 1 10.00 I 13,619.201
L TDJIS 1 IClASS 8, llICl.PAYIMG ASPHALT TOIl I TOll I TOM TOIl I I 1 I
.
.
COUNTY OF JEFFERSON, STATE OF WASHINGTON
CONTRACT VOUCHER DETAIL WORK SHEET
Proj.ctl 8.a,er yall.y Ro.d Overlay, C.R.P. 685
Contractor: ACE PAYING CO.; INC.
Address: . P.O. 801 4100
8re...lon, Wa., 9B312
OATEI OHo,-86
mE, 01:25:2B PK
Input bYlt/,</'
Chk'dbYI~
Nork Don. TOI October 31, 1986
jiiEnj-ioiiiL--;----j----------------------------------j-----------i--PREijous-"j""PRisENi---j-.-ioiiiL----j--PREijous--jnpREsiNi---j---ioiAL----j
IND. /BUANTlTYIUNlTl ITEK / UNIT 810 I QUANTITY I BUII!ITlTY I QUANTITY I AKOUNT I AKDUNT I AKDUNT /
I"~;'-l""~~-..":-l-";"" J ........-----......--..:..:----......--......--....--:..--------..:..------......-1....--....----..:.....;...---..---: ----...--..----1........--......---1--....---...:--1
I I I PREPARATION I : : I I I I I
I I I: : I I : I I : I
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1 I I I IL.S.IKOBILIlATIDN 1120,000.00 I 50.0011 40.0011 90.0011 $10,000.00 / $B,OOO.OO / $IB,OOO.OO I
I : LUKP SUN I / LUIlP SUK I LUNP SUN / LUKP SUII I LUNP SUK I I I
Esliule No.
1:---": .;....;...----1..-..: ....---....----.....---------..---....---- J ---------..: ---....-----1----..---: ---.....--..--..:--....---..--..-1---......---..-- f ___....___._-~:
220 IS.Y IRENOVING ASPHALT CONCRETE PAYEIlENTI $5.00/ 220/ 0/ 220: $1,100.00 / $0.00 I $1,100.00 I
: 1 f: I S.Y I S,Y 1 S.Y : S,Y 1 1 I
1-..-..:---..---1----1--......--......-......--..-........-......-_...._.._1..-----....-..1-------......-1-....-..__....1......__....____1....._....__......__: ....__......_........: --....-..--.....;.-1
I 3. I 1445 IL.F.IRENOYING ASPHALT CONCRETE CUR8 / $0.50 / 1445 I 0 I 1445 I 1722.50 / $0.00 I 1722.50 /
I I I L.F. L.F. I L.F. J l.F. I 1
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1 IL.S.IRENDVING LANE KARKERS I $500.00 f 0.0011 100. DOli 100.0011 $0.00 I $5no.00 I
I I LUIlP SUK I I I LUKP SUK I LUNP SUK I LUNP SUK I LUIIP SUN / I
1..-,..:.;.......;...--.1..-....'......-..---..-......-..-....---..-----..--.._1--..--..-..-..-1------..---..:----..---..-..1--....----....1-----....--,..----..---......1-..---....-..-1
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1,5 I B570 IC.Y.IROADHAY EXCAYATlON INCLUDING HAllL I $3.50 I 8141.5 I 0 I 8141.5 : $28,495.25 I $0.00 I $28,495.25 I
I I C.Y. C.Y. 1 C.Y. C.Y. I / I
1-:-...:-..:..-..---..-1-....-:-..;.--......-........-......_.........._......_....___1....----..---:--..-..-....-....-:....----..---:-...._....__....:__..__.._........-1..-..----..--..,..--..-....---- J
DRAINAGE
: -.;',"- : ~-:"'....--..l-....-'-..-..----..---....-.......--..-..-....-----....I-......---..---1....--..-....---..,-....---------1---....__...._ : --..--..----..-1---.... ..--....-..1..---.--..-:-....;.:
100 IC. Y.IDncH EXCAYATION INCLUDING HAUL $lO.OO / 0 I 14 I 14 I $0.00 1 $l40.00 I 1140.00 I
/ C.Y. I C.Y. C.Y. I C.Y. 1 1 I
1.......;.-,-':'..---....:....--: ..--....;.----"':---....-....---....--....-----:---..---..---1---....--....-..,..-......-....-..-1....---..--....:..-..........--.....-,..--..;........-......1......_......_.......-,
/'7 I 249 IL.F.IPLAIN CONl:RfTE CULYERT PIPE I $12.00 I 47 I 300 I 347 I $564.00/ $3,600.00 I $4,164.00 I
I I / 112' OIAKETER : L.F. L.F. L.F. f L.F. I / I
I I 1 I I I I
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18 I 1401L.F.lCl.I1 REINFORCED CONCRETE CULYERT f $15.00 I 0 I 144.4 I 144.4 / $0.00 I $3,610.00 I $3,610.001
I I IPIPE 24' DIA. INCL. PAVE RESTORE I L.F. L.F. I L.F. L.F. I I I
I I. I I:::: I I
1-..--'....;.-....--- :-.--..1-:-....---------..--........-..--..--..---..:----......-....:..__-..---....: ..-......----....-I..------..-..:..--..-....-...---l----......--~:"'l ;..._.....;..;......_.;.,
: STORK SEWER I: : ::
I' / I I I 1
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1 9 / 7 .IEACHICA1CH BASIN TYPE I 1650.00 / 1 I 6 I 7 I 1650.00 I. $3,900.00 I $4,550.00 I
I I I I EACH 1 EACH I EACH I EACH I
l;'~~-I";'-;''';''-''-:- 1....;.-'...--....;-...-......--..---;....;...;....-....---....1.._____....._:_____..----1.....-......--;.--..: -..-......--......1--..--..----..-1....--.....-......-:..1--.....--....-..-:
1 10 I 3 /EACHICATCH BASIN TYPE 2 I 11,250.00 I 2 I 0 I 2 I $2,500.00 I $0.00 I $2,500.00 I
f 'I.. . EACH I EACH EACH I EACN . / . I
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I I I.: .. I I I . .. .1
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III i 18745IC.Y./SELECT BORROH FILL KATERIAL 14.50 I 145411 6270 I 20B11 I m,434.50 I 128,215.00<: $13,649.501
I I, ; 1 (SUPPLIED BY COONTYI C.Y. C.Y. I C.Y. C.Y. 1 I I I
, , I I
I"~';':"I"~..;..~~-l"~--: ....--:----,~---;...;.--........:..;.-..;-----..: ---...;-..1-..--..---1....-..---....: 00________..: ..----__......_I..____~......_..:..--......;.---....; I
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I, '121 12813 11011 IASPHALTCONl:RETE PAVEKENT CLASS 8/ $24.00 I 0/ 13614.29/ 13614.29/ 10.00 :$326,742.96 f$326,742.96/
I' 1 . f IINCl.UOING PAYING ASPHALT TOIl TOIl I TON 1 TON I 1 . I
11< '. I .. I 1 I .'
":...1-:...,-...'--::---.,--.,----.,-----------1---------:---____1_-------1---------1--------1------.,--1__________/
1 If'17.33 I10N IASPIW.T FOR TACK COAT I $200.001 0 I 11.1/ 11.11 10.00/ 12,220.00 I, .$2,220.001
I. 1 .'1 . . . 1 TON TON I TON I. TOIl I . I .. I .. .... I
1~~-I....~7:--:-_:..-I-_:_------:_-----..-..-_:-_~___:-----I-_..---1-------1----..-..-1-..-,-------1---....-..__1
PAGE 1
.
.
COUNTY OF JEFFERSON, STATE OF NASHIN6TDH .
CONTRACT VOUCHER DETAIL NDRK SHEET
In.putbY'~
Chk'dbY'~
Pr!Jech Beaver Valley Road Overlay, C.R.P. 6B5
Cantmt'rl ACE PAVINS CD., INC.
Addre... P.O. Box 4100
Brmrtan, Na., 9B312
DATE. OH,,-B6
mEI 01l25.2B PH
N.rt Dane TDl Oct.ber 31, 19B6
Esliute N..
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IND. IQUANIlIYlUNlII lIEN I UNlI BID I QUANIlIY I QUANIlIY i QUANIlIY I AHOUNT I AROUNT i AROUNT
l"'..~-l-."'..-..--l---..l----..------..--....._-------l--------l----..--..:--....-..----J................---I....-..-------I-..----------1-............--..1
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I I I I I:
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0.5 IACREISEEOIN6 AND FERTlLIZIN6 I 11,000.00 I 0 I 0 I 0 i 10.00 I 10.00 I
I I I I I ACRE I ACRE I ACRE I ACRE. I I
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1 1 I . TRAFFIC I: I:
I I I: I I
'-..--f--..---..-,---.. f-........--..-..---..---..------..---........l..........-..--- t...........--..-..l-....-..-............ f......-..-----: ..--..-....----.. :--------..1-----------,
I 15 11445 IL.F.IASPHALT CONCRETE CURB 11.75 1 0 I 0 I 0 I 10.00 I 10.00 I 10.00 I
1'1 J I J L,F. I L.f, J L.F, : L.F. I I I I
I~-""l""-""-" J ..-..-l--....---..:....-----------..--.........-..-I......-:....-~-.... :..-..-..............1....-..--..........1---......----..- J ..~-..-........-..l..........-....-....:-....................I
I 16 I 1 IL.S.ILANE HARKERS AND PAVENENT HARKINS I IB,700.00 1 0.0011 O.OOXI O.OOXI 10.001 10.00 I 10.00 I
I I LUIIl' SUH I I I LUHP SUH 1 LUHP SUH I LUIIl' SUH I LUHP SUH I I I
I ~~~..:..:....-........:........: ..-........................-..-....-......-:............--...J........---- :-..-........-......1-....-..-;--....1----..-......1..--..-..-......-:....-......---;-....:..-....---..-:-..1
I 17 I I iEST.IUlBOR FOR TRAFFIC CONTAOL 1112,000.00 I 27B.5 I 449 I 727.5 I 14,759.B3 1 17,395.031 114,022.4B I
IESTlHATEI Regulir tile I IHRS,!116.47iHRS.! 116.47IHRS.! 116.471 If I I
I 10.5 1 46.5 1 57 : 10.00: $1,073.09: :
Overli.. IHRS.! 121.B6IHRS.!12l.06IHRS.!I2l.B61 : I
I 0 I 40 I .40 I 10.00 I 1503.60 I I
PiI.t Cor (1st 40 Hrs.1 IHRS.!1I2.59iHRS.! 112.59IHRS.!1l2.591 I
24.5 I 24.5 I 10.00 i 1290.94 I I
i Pil.t Cor 10,er 40 Hrs.) I IHRS,!Ill.B75IHRS.!Ill.075IHRS.II11.mi I 1
:..:--..1-..;.....-..1.........: ---........-................--..-..-..-..-..............1..--.:....-.....-1..--...-....-..:....--.....;.-....:--..---.......J :....-....-..---..: ....--..--..-..-..1-..-..-..-..;.....:....:
I DTHER ITEnS : I : I: 1
Ii : I: I I :
1..:...:.....1................:.......-1......-:....-......-........---..........--..........--:........-.:....-......J......--..--....-..I..-........-..-..-I..---..--..-..--I..-..-.................:...............~......I..........:........-......J
: IB I 154 IC,Y.ISTRUCTURAL EXCAYATlON CLASS B IB.OO I 39.7 I 191.2 I 230.9 I 1317.60 I 11,529.60 I II,B47.201
I llNCLUOIN6 HAUL I C.Y. C.Y. C.Y. I C.Y. I I I I
I : I 1 I I : J : I
1..":".....1.......-..-: ........I :...:..................--.......:...:.............--..-.........-: .........._..:..-l.......-.................I--.....-....--:..-..........-~..I..-......--........: -..:..--..-----1 ~..-..,,,:,....;'..':'..:
20 IH6ALlMAlER 115.00 I 0 I IB7.2 I 107.2 I
I 1 HSAI.. : H6AL. I HBAL. I HSAL. I
I....;....: ---...:..~ J ..:~...;.: ......;.........................-....--..--........-: ....-....;....----:..----..--.........:..1.................;...-: -..-.:.--..---....:..........:..............1...........:.............: .......-......--...:..:.:
.1201' IIL.S.ITRI"NINSANoCLEANUP 111,000.001 O.OOt: .O.OOXI 0.0011 10.001 10.001
IlUrIP. sun: I : Lunp sun 1 Lunp sun I Lunp sun : Lunp sun I : I I
1'-......1....;.-;.....;--1---,..:.;.:..-............;....-............:...........-:....__..........--: .;.....-----_-1--....-..---1-..--....-..-1......-....--.:-.......:..........-........:....:..................--..;1-..-...:......:...:.......:
1 21 1 7 IEACH1"AILBlIX STAND - TYPE A 150.00 I 0 I 0 I 0 I 10,00 I 10,00 :
I I I I EACH EACH EACH I EACH I
'I ,""~:"I""""-""l-':"";'I"';'''---''''';'''-''''''''---''-''''''''''_-: .:..-.....------1---------1..-..--....-..-1......-..----.:..-1-....-........-:..:................:-.......:--...:..:..,--.:..-:
122 I I IEACHlllAlLBOX STAIIO - TYPE B I 1100.00 I 0 1 0 I 0 I 10.00 I 10.00 I lO~OO I
I I ".:.l; : .... . ... . I' EACH I EACH. I . EACH I" EACH: . ...:
I.:.~;.:.:...........__I""''''': .........--........-......---............--....--1........--..--..:--------1 ....--....--..: ......---......l..-........--......:......-,--....-......I--..-..,;.,..,..~~~~l
1 iL.S. ISURVEYlNS I IB,OOO,oO : 20.00X: 75.00XI 95.00XI 1',600.00 I. 16,000.00 I 17,600.00 I
1 ILOIll' SUN I 1 I LUI1I' SUH I LUIIl' SUH . I LUI1I' SUH I LUNP SUH I I I
l~'..'~~l_....---:....,;;:..~..l......---~...:.........:..-~_..-..--.._..-......--..:..l..---_....: ..--..............1............---1-...:......-..........,----....-....1.:...----......-....l..:..;.....:-;..:..--~I
1.24 I 34320IS.Y.lffSDIL RESIDUAL HERBICIDE 10.15 1 0 I 34320 I 34320 I 10.00 I 15,14B.00 1I5,14B.00 I
1,:-:_,:1....1,;. .' .... I S,y...l S,Y. ..1 S.Y. J S.Y. I ... :,.. .,,1:,,:,,)
1",~J ":"::-..~~"~l :"-;---: -........__-..-....-....-....--.........--1......----:......---..-....-: ..-..-----.... J ....---..--..-l-..--....---I-....,-..--........l..-~--..--..-:_l
125 I 150 IEACHlffFLEXlBLE SUIDE POSTS 120.00 1 0 1 0 I 0 I 10,00 I 10.00 I 10.00 I
l' I EACH 1 I.. . . . lEACH I EACH 1 EACH 1 EACH I I . I .. .'1
l"~:""",,__,,:,,: "'7-1.........-,..':'-----....-----....--..1-....-...--..-1-..--..--......:--.....':""'---..-..1--......-.......... J ---..-..-..-1--..-..---..1--........-'"":'....1
126 I .:.1200 1l000SlffASPHAl.T COIICRETE FOIl PRELEVELINSI m.oo 1 0 I 1470.44 1 147B.44 I 10.00 I 144,353.20 I 144,353.201
1.lIOllSl. lClASSB, IIICL. PAYlNSASPHALT : TON I TOIl TON I TlIIf I TON I. .1. ... I
I:f'-~:"::".-:-:-',~l~,~,..:-.......-........-..--------..-:------:-l..-----"':..I-....--..-..-I---...--..-....:..-----..:.;--..--..__..I..--........,-..-..~J
12T I 1I01lIlllS:ttfASPHAlT COlICRETE PAVENENT I no.oo I 0 I 120,64 I 120.64 1 10.00 I 13,619.20 I 13,619.20 I
I. 1TOlI5 IlClASSB, lIItL. PAVINS ASPHAlT I TON I TIlII TON I TOll: II. . . I
1___~f7-:-,~-J..--..:7--,...------------1------:..----.._--:------f..-..--.._..I--......_.._....-:..........._....-..-J---..7~--1
\CEPAVING CO., INC~
Asphalt Paving' Grading' Crushed Rock
Fill Dirt. Top Soil' Sand and Gravel
BOX 4100 WYCOFF STATION' BREMERTON, WA 98312
(206) 373.9663 (206) 479.4200
November 7. 1986
Jefferson County
op.partment of Pub I ic Works
Courthouse
Port Townsend. WA 98368
Re: Force Account Bi \ling
Beaver Va\ley Rd.
Attention: Bruce
Dear Bruce:
Compiled below is a daily listing of force account hours worked
on the Beaver Va\ley Road project_ The hourly rates used to figure
the total costs are the rates used by Ace Paving Co. for bidding
purposes _
October 2. 1986
Code: 300
J.O_ 595 Backhoe w/op. 2 hrs.
Dump Truck &tr\. w/driver IV,hrs.
Labor 2 hrs_
Foreman 2 hrs.
80.00
65.48
30_00
35_00
160.00
98.22
60.00
~
$ 388.22
October 9. 1986
Code 293+85
J.o_ 595 Backhoe w/op. IY.hrs_ @ 80_00 120.00
3/4 tons Pickup w/tr\. 3Y.hrs. 15_00 52.50
Dump Truck w/trl. IY.hrs. 65.48 98.22
Labor 2V,hrs. 30.00 75_00
Foreman 3'I.hrs_ 35_00 ~
$ 468.22
Code: 285+30
J.o_ 595 Backhoe w/op. .75 hr. 80.00 60.00 '
3/4 tons Pickup w/tr\. .75 hr_ 15.00 I \.25.1
Dump Truck w/trl .75 hr. 65_48 49_W
Labor 1_25 hrs. 30.00 37.50'"
Foreman .75 hrs. 35_00 26.25/
184.\1
Code: 274+70
J.o, 595.Backhoe w/op
3/4 ton Pickup w/tr\.
Dump truck w/tr\.
Labor
Foreman
.75 hr.
.75 hr.
.75 hr.
.75 hr.
_75hr_
80.00
15_00
65.48
30.00
35_00
-ACE PAVING CO., IN~
Asphalt Paving' Grading' Crushed Rock
Fill Dirt. Top Soli' Sand and Gravel
BOX 4100 WYCOFF STATION' BREMERTON, WA 98312
. (206) 373-9663 (206) 479-4200
November 7. 1986
Jefferson County
Department of Publ ic Works
Courthouse
Port Townsend. WA 98368
Re: Force Account Bi 11 ing
Beaver Valley Rd.
Attention: Bruce
Dear Bruce:
Compiled below is a daily listing of force account hours worked
on the Beaver Valley Road project. The hourly rates used to figure
the total costs are the rates used by Ace Paving Co. for bidding
purposes.
October 2. 1986
Code: 300
J.D. 595 Backhoe w/op. 2 hrs.
Dump Truck & trl. w/drlver I~hrs.
labor 2 hrs.
Foreman 2 hrs.
@ 80.00
65.48
30.00
35.00
160.00v
98.22 "
60.00 v
~,
$ 388.22'
October 9. 1986
Code 293+85
J.D. 595 Backhoe w/op. I~hrs. @ 80.00 120.00"-
3/4 tons Pickup w/trl. 3~hrs . 15.00 52.50~
Dump Truck w/trl. IYzhrs. 65.48 98.22 v
labor 2~hrs . 30.00 75.00 v
Foreman 3~hrs . 35.00 ~./
$ 468.22 ;;
Code: 285+30
J.D. 595 Backhoe w/op. .75 hr. BO.OO 60.00~
3/4 tons Pickup w/trl. .75 hr. 15.00 1l.25
Dump Truck w/trl .75 hr. 65.48 49.ll ./
labor 1.25 hrs. 30.00 37.50./
Foreman .75 hrs. 35.00 ~./
$ 184.11 ....
Code: 274+70
J.D. 595 Backhoe w/op .75 hr. 80.00 60.00 ~
3/4. ton Pickup w/trl. .75 hr. 15.00 11.25
Dump truck w/trl. .75 hr. 65.48 49.ll ./
labor .75 hr. 30.00 22.50 .~
Foreman .75 hr. 35.00 ~
$ 169.11 ;,.
. COWlTY Of JEFFERSON, 5TRTE Of 1IA5KIN6TlIlie
~TRACT VlIllCIIER DETRIL IIllRX SKEET
Input by,..f.d'
Chk'dby.~
PrDj"tt a...., y.lley Rtod Ovtrhy, C.R.P. 6&5
Coat",I". RCE PRYIH& CO., lllC. DAlE. 01-110,-86 Iori Pone ID' OctDber 31, 1186
Rdd,.." P.O. 801 4100 TIllE, 01125,28 PN
8'IIortM, Iio., 18312 ElUute No.
jjienj.ioiAL-j----j------.---...------------....-j------.-IpR.Eijws'"j""PRESENT'"j"-ioii-TpREyious--j"-PRESfNi--"j""-ioiAl--'-j
IND. 10URNIlTYIUNlII lTEN I Will BID 1 OUllllTlTY I DUMIlTY I. OIJRljIlTY I RHDWlI I RIUlUNI I RHDUNT I
l.--l-.~-.-l.--:-"----.-----____"'___""'_:"_____":_____I-..----1.;----:-------..1....--------1---------1
: I I PREPARATlWl I t I I I I I
I 1 1 1 I I 1 1 I I 1
I--...I........-....-I---..I....--.._.._...._--..~_...._--..--....--l-....._.............1---.--..1---.......--1-..-----...:....---....--..-1--..-------:..............._..___:
I 1 I I Il.S.INOBILIIRIIIllt 1120,000.00 1 50.0011 40.0011 10.0011 110,000.00 1 IB,OOO.OO 1 118,000.00 1
I ILUIIP 511/11 1 I lUIIP 5U1l 1 lllllP 5iIIl 1 LUIIP 5lil I LIIIlP SlIIl I I I I
1..-..'1..--..-...-..1----:-----...---.........-..-....---.....-_..:..-------I-~-----.,-----l..------:....---....--...I....------.--l--..-.-____,
I 2 I 220 IS.Y IRfI1llVIIlS RSPfW.T CIlItCREIE PRYEIIE.IITI 15.00 1 220 I 0 1 220 1 11,100.00 1 10.00 I 11,100.00 1
I 1 I I 5.Y I S.Y I 5.Y I 5.1 I I I I
I....I...--.I--~.I-..--..-..---.-..--....-.-I---..-I.---I-..----1.----1--..-----1-..----..--1....--....--1
I 3 I 1~5 Il.f.IRfHDVIN6 R5l'IIIlLI CIlItCREIE CURB 10.50 I 1445 1 0 1 1445 1 1122.50: 10.00 I 1122.50 1
I 1 .l I : LIF, 1 LIF, I L,FI 1 LIF. 1 1 I 1
f-~:-..~....-...'l:..-...l-....--..-:___....----..---....-l..-----_l--....--1-------..-1...-----..,--....-......--:-..--..-.....-....1_........_..._....1
1.4 .1 1 Il.5.IRfHOVIN6 LANE MER5 I 1500.00 I 0.0011 100.0011 100.0011 10.00 1 1500.00 I 1500.00 1
I ILUIIP SUNI 1 I LUIIP SUIl I LIIIlP 5iIIl 1 LIJJIP SUIl 1 LIIIlP SlJN 1
1-~.,.;..-..-I-oool.-..--..-..--ooo.__..__I-----I...-_.I-_--I.--_1___.._..I._......_...I-.....-~..I
I .1 I 1 SWIllS 1 1 I I I I I
I I I I I I I 1 I I.
1..........1----1........1......--..---..-.--...----.....---:--..----..1----..1-..--........1..--..1---....-..-1..-----..---1....,---....--......1
1.5 1 8510 IC. Y.IRORDIlAY ElCAYRll1llt INClUOlli& HAUL 1 13.50 1 B141.5 I 0 I B141.5 I 12B,495.25 I 10.00 1 128,495.25 I
I' I : C.Y. I C.Y. I C.Y. I C.Y. I I I
I-.-I......-I.-..I.~--------..--..---..--I--..--I.---..-.I----_1000---...1..-...-----1...-----1-...--..---1
I I I I ORRIlIA&f I I I I I 1 I 1
1 I 1 I I I 1 I
,,~--,-..-.;...--I..-.;.-:-...._..-..-..------..--....-....-:--....--....I..----1-------1..--....:---..-----:..-..-..-,....--..1-....-....-.;.-_1
16 I 100 IC.Y.IOIICK ElCAVRlI1lIt INCLUOINli HAUL 110.00 I 0 I 14 I 14 I $0.00 1 1140.00 1 1140.00 I
I I 1 I I C.Y. I C.Y. I C.Y. I C.Y. I I 1
1-"..1.--...--1----1-....-------..------.---1------1-----.1____1.-..-1--..----1.........--.1____...__1
I 7 1 24! Il.f.IPLAIN CONCRETE CLlVERI PIPE I 112.00 I 41 I 300 I 341 I 1564.00 1 13,640.00 I 11,164.00 1
I 1 I 112' DIRllETER I L.f. 1 L.F. 1 L.F. I l.F, I I I
1'1 1 I I I I I I I 1 I
I..~.;.J...:..-..----:-.;.;-:....~..-..-----....--..-----....--:----_l----_1-----1----..,---..-........-1-..--..--....-1--':'......._____,
I 8 . I 140 Il.F.ICL.1I RfllifllllCED CDNCREIE CUlVERI I 125.00 I 0 I 144.4 I 144.4 I 10.00 I 13,610.00 1 13,610.00 I
I I . I IPIPE 24' DIR. INCL. PRYE RESIDiE I L.F. I L.F. I L.F. I L.F. I I I I
I I I I I 1 I I I 1 1
I~......,;,.I.-..-___-l......-:.;.-....-..-----.-----..--I..-____:..______I-----1----..'....-.;---......:..----..---1-;..----..;.;....-1
I I I 510Rll5ENER I I I I I 1 1
I I I I I I I I I I
1~.;....~I....~,~..~I-..-..:....----___-....-....-....-------:..----....,------...1--....---1..--.;...--..,1-..:..--...;.-:--....-........--1--......--0.:..-..1
I I 1 1 IERCKICAICH BASIN IYPE ! I 1650.00 1 1 I 6 I 1 I 1650.00 I. 13,100.00 I 11,550.00 I
II II lEACH I ERl:H I EACH lEACH I 1
,--:--I--..-I.---I..~.....-.--------I---I.----.I.;..-..-I-..--I---..---I----..--1.;..---..---1
110 I 3 IEACKICAICH BASIN IYPE 2 111,250.00 1 2 I 0 I 2 I '2,500.00 1 10.00 I 12,500.00 1
1....1... lEACH I EACH I ERCH IERl:H I 1....1
I~I--~:.._...:-----:---------:..---I------f------l..----I-..-----..-:-..-...----..,-..-~-....:--l
1 I I I ,5lJaFRCIN& I 1 I I I I 1
l;r 1 I I I 1 I I I I I
1,..~-I----I;.....-~I~-....--~....--~--~-I..----..-I--_-~I-_----I,;,---..I--....-..-....I--..-~-~l..-.....;........-....-I
111 I 18145 IC.Y.15am BlIRROM fill MIERIRl. . 11.50 I 145411 6210 I 20flll 1165,434.501128,215.00 1193,641.50 I
1 I . I 115UPPlIED IY CDIJIIIrI I C.Y. I C.Y. 1 C.Y. I C.Y. I I 1 I
II., II .. I I I I I I 1 I
1~......I...~-.-I~....I.....-.......-:..,-_______I_-I._I--_-_I___-.I---.--__1-.-----.-.1-..--------1
1 .. I. I I ASPIlAl.ICOIICRETE PAVEIIElIT 1 I I I I 1 I
1;'1.. I.:' . ... I I I 1 1 I ' I. ,
I..,~I"-:---:-".I~..""":~~------~--.._---:..._-.....--:..----..J-----I-----I........:.----l--..-:-..--..I--':'~--.....l
112 1...12813 11l1li IASPIlAl.T COIICREIE PRYEIIElIT CLASS II 124.00 I 0 I 13614.21 1 13614.21 I 10.00 11326,142.96 11326,142.96 I
I I I, lINCLlIilN& PRYIN& RSPlW.1 I 1l1li IIlII I IIIli I IIlII I I
':,).,;,>,:1.,'", .',:' '.' .'. :.. I. II.. .: . . I I... .' .'
,,--::-If::-~I..-~:----":'"'"'"'........-:--:--':'----r----:..--I----I..-_I---7_--I..-__--"I---,--~-"-l
I.U 111.33 IlI1li IASPIlAl.I FIlIlIRlX COAl I 1200.00 1 0 I 11.1 I 1I.1 I IU;OO I 12,220.00 1 12,220.00 I
1,"'",."'1.. " '. ..' . i rar." TON 1 TWI J lllN.1 .. I . .... I. ." I
,,-~,I7-.~~I--I----------_.._I.,~_I..___..I__I..-_:___..-_I..-_..-..1--------1
PASE I
. ClIllNIY OF JEFFERSON, 5TRIE Of NR5HIN6TON.
CIIliTRACT YDUCHfa DElRIL IIllRX SHEEI
InputbY..~1-
Cbk'dbY'~
BRTE, 01-ll".B6
TIllE. 01125.28 PN
Iork ODne TDI OctDber 31, 19&6
ElUute 110.
I liEiij-ioiii:..i---.j--...--..------.-----......---i---..--.-j--pRiyjjiljj--i--PRESENi---i~..ioiAi.---j-piiEyjous--i--PRESENi..-i--ioiAl----i
IHO. I OURliTIIYIUNlI 1 lIEN 1 U1111 &10 I OUllllIITY 1 DURHTIIY 1000000IITY 1 RHDUIIT I RHlIlJNT I AHDUHI I
1.-..:---....(..-..:-....-------.....;...------:..-----1..---1---..--:..--1---..--..:..........-..-..1--........--....1
J I SEEDI~6 I I I : I : I I
I I I 1 I I I I 1 1 I
1..........1--....-1..--1-........---....-....................--......--:..-....-....-1..-----1---....-1..---......(---............1--......---..1--...................:
1 14: 0.5 IRCREI5EEDI~& RHO FERIILIlIN6 1 11,000.00 1 0 I 0 I 0 I $0.00 1 $0.00 I $0.00 1
1 I I I I a I ~ 1 ACRE I ACRE. I I I
1---1..----1--.1-..----------.--.-------1..--....-1.--.--. 1-....---1.------1-.......... I ",,,-,,-,1-,-,,--"-1
II I IRAFFIC I ) J I I I I J
I I I I I 1 I I I I
1,-.1....--1.--1........-----..-.-----1...----1.----1------1-----1-..---...1.------1--------1
I 15/ . 1415 IL.F.I~P/lllLT CllJlCRETE CUIl& I '1.15 1 0 I 0 I 0 I 10.00 I $0.00 I 10.00 I
I I I I I L.F. I L.F. I L.F. L.F. I I
1....1-......1.--1..--.-------.-..----...--..1..----..1------1--.._~I----I--..-....I..m---.I-..-..-..:
I 16 I 1 IL.5.ILRIIE HRIlKERS RHO PRYEHENIIIRRKIN& I 1&,100.00 1 0.0011 0.0011 0.0011 10.00 I 10.00 I '0.001
I ILU/IP 5U1tl I 1 LUItP SUIl I LUItP SIJIl 1 LU/IP SIJIl 1 LUIlP SIJIl I I I
1..:~..I...:-...:--I.._...-I----....;-..--..-----..------I........~....:..---..1----:...----..1----..--..:....----..1...............:..--:-1
1111 11E51.ILABOR FOR IRRFFIC CONTROL 1112,BOO.00 I 21&.5 I I" I 121.51 14,159.83 I 11,395.03 I m,022.I& I
1 IE5lII'IlTEI I R.gulo, tile 1 IKRS.' m.llIKRS.' m.llIKRS.' m.m I' I I
I I I 10.5 I 46.5 I 51 1 '0.00 I '1,013.09 I I
I. O",ti.. IKR5.' I2I.B6IK1l5.. $21.i6IKRS.' 121.861 1 I
1 ' 1 0 I 40 I 40 I '0.00 I 1503.60 I
I PilDt Cor lid 10 Hrs.l IHRS.. f12.~jIKR5.' f12.5!1KR5.' '12.591 I
I 21.5 I 24.5 I '0.00 I 1290." I
I . 1 PilDt Cor 10,,, 10 Hrl. I I IKR5.lfll.8151K1l5.'fll.&15IKR5.lfll.i151
I.__I..-.-..I-~.I-----------..---..-..-I.----I.-----I--..--I.--1-------1--.,-----1------00--1
1.1 1 DIHERIIEHS I I I I I I I I
I 1 I I I I 1 I I
I..-..I......-..~-..:....--l...........-...._..-----..-----I----..----I----.....---I----......I------I--.......--..--J....--.....-......I-..-..-.......---l
118 I 15IIC.Y.15IRIlCIIIRRL ElCRVRTlON CLASS & 1 1ll.00 I 39.11 191.2 I 230.9 I 1311.60 I '1,529.60 I II,B41.20 I
I I I IINCLUDIN6 HAUL I C.Y. 1 C.Y. I C.Y. I C.Y. I I I I
I ....1 . I I I I I I 1 . I
1----1...-...............1........:-..------..........---------1-----1----1-----1----1-----..--1..---.....-..:..--..----:..---1
I 19 I 20.IH&ALlIIRIER $15.00 I 0 I 1&1.2 I 1&1.2 I '0.00 I 12,80B.OO I $2,BOB.00 I
I I I I Jl&RL. I 1lIio\L. I 1lIW.. I Jl&RL. I 1 I I
I~~I.;.;-:....-....I........l..........-..--..-...-..--........:.........----..-l..-----1..--..:-....-1----:..---1---..........-1..---....-.......1------..-..-1
I 2D I IIL.5.IIRIIIl1lH& RllD CLERIIIJP I 11,000.00 I 0.0011 . -6.0011 &.0011 $0.00 I '0.00 1 '0.00 I
I ILUHP SUNI I LUIIP SUIt I LUIIP SUN I LUIIP 5U11 I LUIlP 5Wl I 1
1"'"""1-.---.-1...-1-------------..----.-1.--.-1----1------1--___1----------1.--------1------------1
I 21 I 7 IEACKIHRILBDI STRNi " IlPE R 150.00 1 0 I 0 I 0 1 10.00 I '0.00 I 10.00 I
I 1 I I 1 EAl:H EAl:H I EAl:H I EAClI 1 1 I
1.--1-----1.-.1-"'---------------1----.-1.--1----1.--.1-'--____1-----.."'--1-------,---1
I 22 I 1 IERCHII'IlILiDI SIANO, TYPE & I '100.00 I 0 I 0 I 0 I '0.00 1 '0.00 I 10.001
I." I I I I EACH EAClI I EACH 1 ERCJI I 1
1__1---....1..-,1--..-,--------....----1------1--.1----1------1--------1-..-----.1---------1
1231 1 IL.5.ISURVEYIN& IIll,DOO.OO I 20.0011 15.0011 95.0011 11,600.00 I *6,000.00 I 11,606.001
1 . ILUIIP 5U111 I I LU/IP SUIl 1 LUIIP SIJIl I LU/IP SUII I LUIlP 5Wl I I . I .. - I
I.~-l-~~,-I.--I..----__-----------.-I----I----I..---I.--__.1______1.__._,.__1-..----1
121 I 34320 IS.Y.ltfSllIL RESIOIW. HERBICIDE I 10.15 I 0 I 34320 I 34320 I 10.00 I '5,14B.00 II5,11B.00 1
I. I . .... . I. I S.Y. I S.Y. I 5.Y. I 5.Y. I I . I . I
I.-"I...~,....I.~.I------------I----I---.I--..l---.I-----I.-----1---------1
I 25 I 150 IEAClIltfFWI8lE &UlOE P0515 I 120.00 I 0 I 0 1 0 1 10.00 : '0.00 I 10.00 1
II EACH I I . 1 EAClI I EACH I EACH I EAClI I I. .. I
I..:"'"""""I.....-:-.....I..";'-I-------.....-----....--I......----:..---..l-'!""'---I..----1----..--:..---.....---1-......---.---1
I a I' 1200 IIONSltfRSP/IIILI CllJlCRETE Filii PREU:YfLllI&l '30.00 1 0 I 111&.14 I 1118.14 I 10.00 I 144,353.201 $41,353.20 I
Ii 1}1llI5 flCUS5 &, IlICl.. PRVIIUSPHRLT I TOIl I TilII I TIIli I IlIlI I TIIli I I :
1--1-~-I.--I:--------------I.----I--I---I---I-----I.7"'--:--.,.._.~--"'-I
1.211. 110 IIl1l1SIUtRSl'tW.1 CIIllCRETE PRYElIENI I 130.00 I 0 f 120.61 I 120.61 I 10.00 I 13,6l!.20 I 13,619.20.1
I. ,) TONS / ICUS58, IlICl... pRYlN& A5PIW.1 I TilII I lilII I IIIli I TlIlI I. I. 1 I
J~~I~.-.-I~I----------I---I~I-----I---:-.."""':---I..----.--1--......--...-1
""i',f',i
PASE 2
DAILY REPORT OF FORCE AC~~T WORKED
.. II OL)/J 69'5
;:!C.C.OONJfllv G If
WASHING STATE
DEPARTMENT OF TRANSPORTATION
cRo6r{'
'c;;;i;~~'i'N~~'b-';~~':' "','"
......~Tt!Tt~.~..~qe.......l?gIJ/'::!.~(!...... ..B.F.ClJ[J~.":!:
It,~r ,',~?~...~.A~..~.€.~:.~.~.i.~~p(J..,!/.~..~....
PTime Contractor
IV - .;)-jf(( . ....
'b'~'i~'"
S'~b.'c~~'i~~~i~~"'" ...
o RECORD
COOE WORKMA.... ANO/OR EQUIPMENT OCCUPATION OF' WORKMAN OR E';~IP, H:~:.S WOltltfD RATE AMOUNT
WORKING
I ]00 __ ::rD ..,.{ 4v"To~ .JD .("<1.< JO
.. 2 3"" ~ HEfB J.. KiSOR. -"0
3 ?~ 10 \P DUM P ,,('Vc ~ I,~ ..
4 ?o-<> ,1\ V" ~A.II."'P" "tip. .,
5 :JDo "r I <II! L" PAIl. FM. In I'D """,1>"""". 5
6 3""0 nplfll1'o-7oR DINlIIll ~oi? .T/) .<,<{.r ::J,()
7 ,^'"" 1/ A-I "-. ,,"Of'&: M A 11 ".()
...... 8
9
10
11 \
12
13
14
.... 15
16
17 .,
18 -~-----_.
19 .
20
... 21
2 -.
.. 23
24 -.
.. 25
26
27.:c.....
28
29
31...
32
... 33
.34 .
35
i.\ 36 -
.. 37 ..
... 38
<.39
TOTAL $ ....
..
Pd I J- /1...1--
................k!~.m.
Controctor'. R.pr.sentati....
-
,
,
~e5
FORCE Accdllh WORKED WASHING" STATE C< I GTlovJ I
,
DEPARTMENT OF TRANSPORTATION
. -'---.. "....--' .b~.I.?'.9./..$~......
...
..,. ..... - rnV <:"'JICl ~{)n"-"!
':A/.....'
-- .............. .
s'~'b'~C~.n.t~~~i~~"'................ .......... . . ...." .... ,.... ..
ED . ECORD
CODe: \'/OAKMAN ANO/OR EQUIPMENT OCCUPATION OF WORKM"N OFt E~~iP..: HOU~S "'OIlM~D F1ATE AMOUNT
WORKING ""
.... 1 r ;!tlSo,S ~..V~ Yz.
2 'lIz.q ..... \12.
: 3 -;;.. y,
4 "'- ... ...0 If-.-
5 ::
6 9/':;0 ~ rJ D .5.'1. ;--..d'Ao//.J ...,., '/r..
. 77 / tP ib ... f,J LJ I Of " ." '/z...
8 \ '/-t..--
.....: 9
10
11 ...
12 .
13
:. 14
15
. :.. 16
Iii 17
18 -1-----
.... 19
20
21
i< "
...... 23
24 -- ~--
25
.' 26 --
\Xi 27 --
28
.2> 29
i~
C: 32 ...: --- ---'
.. 33 .
<. j, .-: . ....
.. j5 .
> 36 ..... I
37 ..... -- .,
..
38 .. i
39 ..... I
..:.... ".t ~~~." ,,> TOT AL $
....:..</.:...:.....:. ..... .2,)(.1 1
i........ ."V/,,:,.., }}() ~
<;. ~ :e--::r: : '
I-: : .T'TLE
.ii' ....;..:...;.......
.'
" ue.c (pfj6"
WASHING~.. STATE A3 c<..owvr/l'J6.
OEPART.- OF TRANSPORTATION
:..6K.Q.......Q.'l.S-
c.n".:!SRd!1!(}~.r;,........6ffVJ~J(l..t:::.fr~ II O~ .;1 Of)
Item Numb.tond Ducriplion ?
. . .... .........IJC;g.,.lJ:.i?//1?~
"-rime Coni,actol
Q~+.~ q'(
..... (Jl?
Deia . . .. ,.
o RECORD
CODE. wORKMAN ANO/OR EQUIPMEN OCCUPATION OF WOAK'-IAN OR E~~i~" ~GU'U "'o;,~r:1> RATE Al.lOUNT
WORKING ."
1 -''foo ::rl) S'iS- ;J. ,-
2 :JeJ"O ...~/NI f...fli30 ^- "
3 "l "" DENNIS iil. >/1'/ C>PI! If" i2>te "q, ;lk.
.1'100 ,,,I',, r"/r,,, K.. "" S"
5 ")<>0 10 y" "",A' d \\ O'UJ~' t.S"
6 jM; PMIL MilK' OK/pelf: 4) I.r
7'\.:';" PRI>A 4>/IlJD"'- "-ol(/E" "'lI4N -- ~._-
8 -
9
10
II
12
13
14 -
15 --
16
17 I
18 -1"----.--..---- --
19 _...
20
21 ----.---
- -
23
24 -- -- -----
25
.. 26
lLi'----'- ...-------- -- ..,
28
2" ..
31 - I
32 --- ---.
33
3'
35 ....
36
37 ..
38
3"
TOTAL $
(~ rJ c:JJ
....rri.~... ....... .......... ....
Conl'acto~~'.I.nlotj,,'o
DAILYREPDRT DF FDRCE ACC.T WORKED
WASHINcaN STATE
DEPART~ DFTRANSPDRTATIDN
Qc::f:'lIJ?O"
Dale
I;~m Nu;'be, ond'O..crlptlon
Prime c~'.;'i;Q'~i'(;~"" '.
.....f!..<::.F:"".Cf/::.r?/ "') C~
Sub.c~~'I~~ti~~""
D RECORD
CODE WORKMAN ANa/OR EQUIPME.';;ORK1NG OCC:UPATlON OF WORKM4N OR :~~. "OU'U IIYOIIKUI RA"E "MOUNT
I _~tll + (,- .,eft; i) .1-'1 $' ". '-"<f
2 ~.,. + t... i!'A/1V 1.1 Uf/ tI IV nP;eRr>-7'C)A. ~".-...7 -,(i.
3 ,M... fr 10 3M Tco", '/ /.1 3S
4 ".'+YS- 4XCf.. TRA-/"eil: .s 7c> A. 3,"-
5 "'1J+'1'- -RfJ T '-/'IjJO~ 'J ,J" .
6 J.fH PI I'll//.. t..JI/lJDvrr ~DK IT /11 J'/IV ";~
7 :nJ rrr- "huCK ~A. IIA I'lL K c. I.f:
8 ll''' / I,.. I- 1:- -rr.<J>,^",
9 Q<l"'S 11'0 7>.,<; r -- ~
10 ::> <;I....... r;-.J;tJ'" LU,,+t1/ OP~ I': t4-1Ot:. 'J{
"as>.+ 3D 'In '1;<'-/ :V....;;"." 7)
12 J..S-.,m "'L". .P/l" ~,> 51t'A ~I\,qll, r.::",( ,,71-
13 ~"'r,j.)" P-RI] A .(Jll(J^~ :-;-ti)-
140..., ,30 /Jt)tJlo. ,J IN IhN' r-1)RJ: J\,t 4/1./ 7'
15 ~,"::.~ JlC/, ".0 /IA IV~_-LQ.. Vt' S m :I'!- ..7"
16 11 " c..v "'(Jl~ ..f.:L.-r ~Jt'.v
17 JJ7"' 70 D .t:'iS :Ti:; or" .,- '}5
18 .", .~ DE-NA/ IS ;.JAH/'I OPts:~,A-rc'",- 7, I
19 ,., 'I. '" f' 10 :, B..~-";;;:--:7; " ,~
20 ~'7l-J+ n- f}, >4xtf/.- -R"/41E" F 7C'N - ,
21 J. 7-/ .. 7() PI'lf/4 I, '1V':>/7$7' 'tl/?/i. MillV' --- _LL-
" ."o.J.. 7~ I; tE'1r 11 T ,-",,),,/\ ' )'
23 ,,,.,, ,,~ TI>tJ 1/ <'.2 . (,-~ 1.1') ~~-
2' :> 1'1 10 o IItVn'o:. - DON rr"~t:1 =-C___ .7<:"
25
26 -
27 -
28
29 -
I'D
31 I
32 --
33
34
35 .
36 I
37 -
38
391..
. R ,"'ARKS, TOT AL $
/',\ < - ~l
. ,u.;;~flJt'-:'/J .,
Contractor' ,R epreuntoti"".
DAILY REPORT OF. F.ORCE ACC.T WORKED
WASHIN. STATE
DEPART OF TRANSPORTATION
cf,()CY0
, .':'c;~';;;;~'i'N~;b~;""""'.
C}j Ii>
Date
(p:?c'
..............,...... .....,......................
1..~N"~.b;;'.~~.d..~::~:'~..f.~ P rl V / N ?-
Prime Conlroctor
/..1" Cul..n.J ....-= ~a..J R .(~a1'tc'OW- .'. r", n.C''-'
" COCIt WQI'lKMAN AND/OA EQU'..ME~OI'lKI"'G OCCUPATION OF ""ORK"'''''' 01'1 l._~-'~~~:!o ....Q.Klll R....rE AMOUNT
I d' 3"T'70t( :r D'C'<J<: 5
2 ..,. ';'7" OGNNI5 H~",.fN .~
3 .3 ';'71) PIO -, /-1 <('" ',:)....( .7~
4 .. .'.pn ;;l .Q"" t. Pf'nlt. /Z ~ ') r"rv .1. .
5 "). ,,~ 1-1 /JI? 13 T /-It 6"'.'~
6 '"~ :Jr'n 7>1'1'''', I..] INDuST foti'I.~- 1'1-1 d _"c' ..dL .--.
7 , <-01 u r. Ii: 'f' C i.;,.... ~ r' //LJ c~ _..L...ild:.~ --
8 :J.fi{,.+;6' 'Ji) . -qf'
9 ']""+01< Df{ NNI5 NAHlIV 0/1: /)' ~II" :..., 1;
10 ~.<"I ,:>(' 1-I/!-/(6 -r ,At3c>,<( ..J..:;..
II ''In "',~ 7'Kv, A" Sol. MIFK IC' :--'J -i.,'
12 ~ ~t.,.:>.." 00'1> S, 'Pu, {"I' ~-tc
13 'J~I.I 0(' D,,, ,00">,)5'1 h)^~:"'- ''''t'LU'l.
... 14 1 ( " ~~ '11?'v
15 J 0;1:1+-1,., ~D ,Qe- T" "<6:____ ...J.L
16 r3~ un "'" 'I AIt,< i-/./lHN -2l:-'1;:. 1': i~11"i' 1'-
17 ,9'.1. -In ur;;>d t., rJ il"."- 15
18'/"n.0./0 1'10 .-:L<..::~?;;;D_~_ _..2i..-\--_ --
19 l'll,o./() 'i ?'V, TRA/~c,,i' t ). .!D:.:;f..!..\-_i"A. :.-/1., I';':' ."
\ . 20 If J,,..l{o Pl'lv,,- t IN/v.! H';'::'~_ ! ..
21.. ,," C.lul-.-!- c..J.1.s (Jh.r" --- -=-
< I" 10< {'S'S -1) 5'9J J..$.. I
23 0,"51' DJ:!I<IA/lS 1-11411/01 (?P!J'A..~ jJrf.~/\:. 7,"
24 'J",,, }:/~ 1.3 I. _J..iL1:Zf~. 1) --
25 "..;. . i'J; />10 '1>< '/ ~~/I{~"', l'it 7f
26 0"",.-5('_ .:t"lxG'- T ~11141; ~ S70", ('.('/!/. ,~'I\ , 7)' ..
27 ,n?+<"'- DfJ();., I. ,VOtJj- r-'n";;'_Il:1.!:':..~'-__ r1j}
.... 28
29 .. ".
.....
........31 .
32 .. . ..
33 -
34 .. ....
35 ....
, 36 ...
.... 31
3~
39
... .... TOT AL $ ..
" -
i. ,/7 -!
(,/(.1/.-
:; _<L_. i...<.) I..:~'~_ccc<!,f:. ...-..
ConlfoC:lo,'s R.pr.l.nloli....
. .
............?(....... . .... '. l:~~:::;Ti~~f--E3"-"l
~-Lf~UdJ~_A/,_O~_ ._C"'/~~__c.....="'~t~~
- ..:-=.--~~-r~~::~~~~~=-~~~~~_=-__ ~
-----'==~~-= 1 ~~== ,'=~~"==" 3 =~~=4 ,0==
_~4,{t: ~~;/~ ~,- _;.:bJ ../-.-------- .6J1(!,.&J:d:_tfu.LIifL -~~r...
~!;AU. _,.../ -M<<0>-,,--;. d, _'______ __:LM__ _/-_;!~-fk_ _~~.. ,.~
u ==-~_ _ .~ ____ ...:....;.
1 1
2 'Ai-. " V /loUu ,. -- 1-
3 .. ~p ~-- 3
---
' 4' -# / ,.hilI, 4
.5
6
7
8
9
10
: !
ii
I
,=l#
--
5
11 77 0
~M I~ - 7
8
-
~ 9
'B~ r.., - 10
- f
11
-;; It<: --
12
__ .~._...l
13
---
14
-
15
16
- t- --
17
-
18
--- - ,- --
19
- '20
I II
-,
22
-.
23
2'.
I 1-'---
25"
26
--
L 27
t 28
29
30
,.- 31
32
.."...- -
--- -
I
-,
,
,
- -I
15
16 i
41
,-- ,- i-:-
.
11
12
13
14
15
16
17
18
19
120
21
21
23
24
25
~~
27
---
28
29
10
31
.
. ..
14, .
14 .
14
.
.
.,
,
,
',.
,
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PLAN
:11 QUANTITY
:-- ...------.
:-- --------
:8 140
:-- --------
:-- --------
: -- --------
:9 7
:.-- --------
:10 3
:,-- --------
:-- -------.
: -. --------
: 11: T8745
.
.
UNIT
ITEM
DESCRIPTION
TOTAL
AMOUNT
-----:--------------------------------- --------- ----------:
DRAINAGE (CO NT.)
-----:--------------------------------- --------. ----------:
CL. II REINFORCED CONC. CULVERT
L.F.: PIPE 24 INCH DIA. INCLUDING 25.00 3,500.00:
: PAVEMENT RESTORATION
-----:--------------------------------- --------- ----------:
-----:--------------------------------- --------- ----------:
STORM SEWER
-----:--------------------------------- --------- ----------:
EA. 1 CATCH BASIN TYPE 1
-----:---------------------------------
___~~OQ_ __~~jD~WL_;
_l~~~~OQ_ --~jD~WL_;
EA. : CATCH BASIN TYPE 2
-----:---------------------------------
-----:---------------------------------
SURFACING
-----:--------------------------------- ---------
: C.Y.: SELECT BORROW FILL MATERIAL . .
: (SUPPLIED BY COUNTY) 4.50 ; 84,352.50 ;
:--:--------:-----:---------------------------------:---------:-~--------:
:--:--------:-----:---------------------------------:------~--:----------:
ASPHALT CONCRETE PAVEMENT
:--:--------:-----:---------------------------------:---------:----------:
:T2: 12813 : TON 1 ASPHALT CONC. PAVEMENT CLASS B
: INCLUDING PAVING ASPHALT
24.00 :307,512.00 :
:--:--------:-----:---------------------------------:---------:---------~:
:13: 17.33 : TON: ASPHALT FOR TACK COAT : 200.00: 3466.00 :
:-~:--------:-----:---------------------------------:---------:--~-------:
:--:--------:-----:---------------------------------:---------:----------:
SEEDING
. . .. . .
:~~:--------:-----:---------------------------------:---------:-----~----:
'.14: 0.5 : ACRE: SEEDING AND FERTILIZING : 1 00 0 1 . :
:--:--------:-----:------------------.--------------_:__L~_~Q__:---~QQ~O~__:
:--:---~-~--:-----:-------~-------------------------:---------:-----~----:
TRAFFIC
:-~:---~----:-----:------------~--------------------:-~--~--~-:----------:
:15:1445 : L.F.: ASPHALT CONCRETE CURB. I. .: ...... ....:
:--:--------:-----:---------------------------------:--__l~Lt_:-~J~~aJ~__:
:16:LUHPSUH: L.S.: LANE MARKERS, AND PAVEMENT
:. .1. : : MARKING :
:--1-""----__: -----: ------------------_______"'_U____: !.1illl'_Jllill__:
:17:ESTIMATE: EST.: LABOR FOR TRAFFIC CONTROL :ESTIMATE
:~~:--------:---w-:------___________________________:
64
..... .
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. AGENCY PROVISIONS
',. . of the
WASHINGTON ADMINISTRATIVE CODE.
.' '.:'
. .. ,,' ..' '.
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"'.' .'. ,', ..
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, Inds pursuant
I lnves IUcn lunas
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i th,
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9-03.4(2) Grading and Quality
The table in this section is revised to read,
Crushed
Cover Crushed Screening
Stone % Passing
Passing Sieve % 5/8-T/4" 5/8"-1/10 1/2"-1/4"
Passing 3/ll"-1/10 1/4"-0"
3/4" Square 100 100 100
5/8" Square 95-100 95-100 95-100 100
1/2" Square 95-100 100
3/8" Square 90-TOO 100
1/4" Square 30-50 0-10 30-50 0-T5 50-75 90-100
~U.S . No. .TO 0-3 O-TO 0-3 0-10 30-60
U.S. No. 200 0-7.5 0-1. 0 0-1.0 0-1. 0 0-1.0 0-10.0
%. Fr~.cture J . by
weight min. 75 75 75 75 75 75
Sand Equivalent 40
Min.
Statio Stripping
Test Pass Pass Pass Pass Pass Pass
9-03.14 Gravel Borrow
The last paragraph is revised to read:
. · . If requested by the Contraotor. the screen size may be increased by
approval of the Engineer if it is determined that larger size aggregate
will be satisfactory for the specified backfilling or embankment
oonstruotion.
-04 JOINT AND CRACK SEALING MATERIALS
1
9-0..10 Craok Sealing - Rubberized Asphalt
Thisseotion is supplemented with the fOllowing:
Rubberized asphalt for crack sealing asphalt conorete pavement shall
conform to ASTM D 1190 and have a C .O.C. flash point (AASHTOT-48) of
400 minimum. During flash point testing, the rubberized asphalt shall
be agitated oarefully to prevent looal over heating.
-05 DRAINAGE STRUCTURES CULVERTS AND CONDUITS
1
or Aluminum Coated
Welded seam aluminum coated (aluminized) oorrugated
29
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3. Stationing +0.1 foot
4. Alignment +0.01 foot
5. Surfaoing red and yellow tops +0.01 foot
6. Paving pins for surfacing or paving +0.005 foot
Slope stakes, subgrade blue tops, and surfacing red and yellow tops shall
be at 50-foot intervals.
Paving pins shall be at 25-foot intervals.
These spot-cheoks will not change the.requirements for normal checking and
testing as described elsewhere, and does not relieve the Contractor of the
responsibility of producing a finished product that is in accordance with
the plans, standard specifications, and special provisions of this
contract.
In all disputes concerning accuracy of lines and elevations, the County
shall be assumed correct and the Contractor shall correct the
discrepanoies before construction work may proceed. No additional
compensation will be paid for this corrective work.
Payment
The lump sum contract price for "Surveying" shall be full compensation for
all costs involved in furnishing all labor, tools, survey instruments,
materials, and other equipment necessary for the setting and maintaining
of the alignment and grade as specified.
The Contractor shall furnish all labor for traffic control required for
surveying. All costs involved with labor for traffic control shall be
inoluded in the lump sum oontract price for "Surveying".
OTHER CONTRACTS OR OTHER WORK
Referring to the second paragraph of
speoifications, it is antioipated that the
within the limits of this projeot will
life of this project:
Utility relocations, installment and adjustment by various utility
companies listed elsewhere under UTILITIES.
seotion 1-05.14 of the standard
following work adjacent to or
be performed by other during the
The Contractor will work olosely with all utilities and
her work with theirs.
. AMERICAN-MADE MATERIAL
(April 16. 1984)
The provisions of section 1-06.5 of the standard
34
.
.
with a 1 inch wide strap of 12 gage galvanized steel fastened with a
1/2 inch diameter galvanized bolt 6 inches in length furnished with
one square-head nut. The length of the'strap shall permit sufficient
bolt takeup to provide a tight connection. All material necessary for
the connection of the flared end section to the corrugated pipe shall
be supplied by the manufacturer of the flared end section.
C-2
All references to "37-6" Parabola" are revised to rClld "37'-6"
Parabola".
0-4a
'fiieliote under the "POST DETAIL" is revised to read:
Typical for multi-post 4"x 6" installations and all 6"x 6"through
8"x 12" installations. Holes and notch are not required for any
4"x 4" installations or for any single post 4"x 6" installation.
J-1b
The note on the foundation detail referencing J-9 is changed to read:
See Standard Plan J-1e.
J-8
The notes on the signal support elevation referencing "To ground rod,
see J-3a" and "See St'd Plan J-6b for Signal Mounting Details" are
deleted.
The following are Standard Plan 'numbers and their date of
applicable at the time this project was advertised:
A-1 7119/85 C-2f. 12/06/85 H-3a. 3/18/85
A-2 3/21/83 C-3 12/04/85 H-3a. 3/18/85
A-2 9/28/84 C-4 4/08/85 H-4a. 12/28/84
C-5 . 1/21/85 H-5 . 6/28/85
B-1 3/29/82 C-6 . 12/04/85 H-5a. 6/28/85
B-la. 3/20/81 c-6 . 8/27/85 H-5b. 6/28/85
B-lb. 11/26/85 C-6a. 1/21/85 H-5c. 7117181
B-lc. 3/20/81 C-6b. 1/21/85 H-6 7117181
B-2 9/19/83 C-6c. 11/26/85 H-7. 5/07185
B-2a. 12/12/83 C-6d. 12/06/85 H-7a. 11/28/83
B-2b. 3/19/84 C-7 . 11/26/85 H-8 . 11/26/79
B-4, . 1/25/80 C-8 . 1/21/85 H-9 . 2/22/82
B-4a. 1/25/80 C-8a. 1/21/85 H-10. 10/26/84
B-4b. 9/07184 C-8b. 8/15/85 H-l1. 9/19/83
B-4c. 9/07/84 c-8c. 6/04/85
B-4f. 9/19/83 1-1 11/26/79
B-4g. 9/19/83 D-2d. 2/13/81 I-la. 11/26/79
B-4h. 7112/84 D-2e. 2/13/81. 1-2 . 2/04/82
B-5 11/26/79 D-2f. 2/13/81
B-5a. 11/26/79 D-2g. 2/13/81 J-l
B-6 11/26/79 D-3 . 1/25/80 J-la.
58
. .
B...6a. 11/26/79 0-4 5/23/83 J-1b. 10/31/75
B-6b. 11/26/79 0-5 8/24/79 J-lc.
B-7 . 3/19/84 0-5a. 12/21/84 J-le. 5/10/82
B-7a. 3/29/82 0-6 10/19/79 J-1f . 7117181
B-8. 12/19/75 D-6a. 10/19/79 J-3 11/07/75
B-8a. 3/29/82 0-6b. 10/19/79 J-3b. 11/07175
B-9 . 2/22/82 D-7 1/04/80 J-3e. 2/04/82
B-10. 1/25/80 0-7a. 1/04/80 J-5a. 7117181
B-11. 1/25/80 0-8 1/04/80 J-6c. 2/22/82
B-12. 1/25/80 J-6f. 2/22/82
B-J 3a 12/02/85 E-1 1/04/80 J-6g. 2/22/82
B-13b 12/02/85 E-2 9/19/80 J-6h. 2/22/82
B-13c 12/02/85 E-3 11/26/79 J-7a. 2/22/82
B-13d 12/02/85 E-4 9/19/80 J-7c. 2/22/82
B-14. 12/02/85 E-4a. 9/19/80 J-7d. 10/05/84
B-15. 10/19/79 E-5 1/25/80 J-8 2/13/81
B-17. 11/26/79 J-8a. 5/23/83
B-18. 3/19/84 F-l 11/26179 J-9a. 7117181
B-18a .9/06/83 F-2 . 11/26179 J-l0.
B-18b 10/03/83 F-2a. 11/26179 J-lla 7119/85
11-18c .1/28/85 F-2b. 11/26179
B-19. 10/03/83 F-4 11/26/79 K-l 7117181
B-20. 9/19/83 F-5 11/26179 K-2 7117181
B-20a .9/19/83 F-6 1/28/85 K-3 7117181
B-20b .9/06/83 K-4 7117181
B-20c .9/06/83 0-1 10/17183 K-5 7117181
B-20d .9/19/83 0-2 9/06/83 K-6 7117181
B-20e .9/26/83 0-2 9/06/83 K-7 7117181
B~21. 12/04/85 0-2a. 12/21173 K-8 7117/81
B...22. 9/19/83 0-2b. 12/19175 K-9 7117/81
B-23a 11/08/85 0-3 11/26179 K-l0. 7117181
B,.23b 11/08/85 0-3a. 11/26/79 K-ll. 7117181
B-23c 11/08/85 0-4a. 7/17181 K-12. 7/17181
B-23d 11/08/85 0-5 . 11/07/75 K-13. 7/17181
B-24 . . 11/08/85 0-6 10/24/75 K-14. 7117181
0-6a. 8/31/73 K-15. 7117181
C-l. 11/26/85 0-7 . 2/04/82 K-16. 4/26/82
C-la. 11/26/85 0-8 . 1/28/85
C-lb. 1/21/85 0-8 1/28/85 L-l 1/21/85
C-2 .. 1/21/85 0-8a. 10/18/85 L-2 1/21/85
C-2a. 11/26/85 0-8a. 10/18/85 L-3 1/21/85
C-2b. 1/21/85 0-8a. 10/18/85 L-4 1/21/85
C-2c. 1/21/85 L-5 1/21/85
C-2d. 1/21/85 H-l 5/17185 L-5a. 1/21/85
C-2e. 1/21/85 H-3 3/19/84 L-6 1/21/85
59
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
CHANGE ORDER
Chonge
Order
NU':'l~t 2
~ Ordere~fb~:n~~nn.de~rd~~t:f.~:l~:~S ~clion
o
1 .Q.4."
C(1!1lrotl No...ern -685 ...-....-._
Jo-Ace-Paving.Co.- -,.---- --- "--' .--,-,
_--1'..J)._l.lOO,..wycoff.5tation-------
--Bremert:on, -Wa._98312,___________,____,__.
Sign Roull' __________....'__.___
hdt-Ial AlII No. _-__~-~._.._...__._______......... ----.
Project Tille! .Beaver._Valley-Rd
-DYerlay.J1..P.--D.OO=M.P..6.50_.---
By:
Atlorw.y-i,../tI.t'
0...
. ...
...... ..... ...... .., ...................... ....... ....... ..... ..... .... ..;~..... DESC.IPTION OF WORK .. .................. ,.. ............ ......... ..... ,... .,........,.......
Vo~ or. ordeled 10 perform the followIng described work upon reeelpl of en approved eopy ~f this change order:' .
, -, Improvement to Chimacun Intersection as follows:
'IJESCRIPrlOO ,', ~ 1JNlT UNIT PRICE
'1iSphalt concrete pavanent class B "
';lncl. paving asphalt 75
,PRICE
tons 24.00
1800,00
.~ .', .
Asphalt concrete p8'\ll:!lOOIlt class B
incl. paving asphalt(Chimacun Rd,
Center Rd., and Fillets) , ,110 ' tons ,30.00
Asphalt Lor ,tack coat 2.4 tons ,200.00
.Roadolay excavation. .:Incl,haul ~O f:Y' 3.50
:Select borrow Li11 material 10 "C.Y. 4.50
480.00
~:S.
-,lml>
, ''Sun
, :Ii.np
,;smn
~\. .
,;35.00
:.
'45.00
.~294. 60
/.' .'
:.Lane markers.and p~t ID!fldng
Rock spillways, headwalls, energy
dissipators (includs Bllneeessm:y
1.abor, mater:l.a1s, equipIElt' and
tools to construct in place through-
out job) , , ' ,
. ..AII.we"l maleilols and m~c>>u'emenllo be in accordanee wilh Ihe prOvisions of Ihe Slandard Spec.ificafians ond Special Provisions fa, lhe type of construe. .
tlon InYol...ed,
J)tSTIICf
O""'A"IOYAl
....ouw:O,
,HlADOUAnrtS
D,Art.OYAl
"QUlIED
;~.s.
,450.00
/f~(B(, 71t;~.gj...r
APPROVED
DOl.:
GROUP
NO.
ORIGINAL
Centract
Numb., CRD 685
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Change
Order
Number
2
CHANGE ORDER ESTIMATE
STD.
ITEM
NO.
DESCRJP1lON
UNIT
MEASURE
ESTIMATED
~tt~
ESTIMATED
AMOUNT
CHANGE
UNIT
PfllCE
Asphalt concrete paveIrellt Tons 2ll.00
class B, including paving
asphalt-main lanes of Beaver
Valley/Rhody Dr.
Asphalt concrete paveIrellt
class B. including p!ll7i.ng
sphalt-chimacun Road/Center
Road and Fillets
Asphalt for tsck coat
Roadway excavation including
haul
Select borrow fill material
Lane markers and pavement
marking
Rock spillways, beadwa1ls.
energy dissipators
'IDrAL
New lte:n
75 tons
1800.00
Tons 3 .00 110 tons ,3300.00
Tons 200.00 '2;4 tons- 480.00
C,Y. 3.50 10 cu yds ~5.QO
C.Y. 4.50 10 cu yds 45.00
L.S. 1..1.IIF Sun M "a.._ ~294.60
L.S. Imp Sun > .. .
.
l,,"1T -A"
.
COSt flUS NT HE DllUMIN4TlON
i
!
Man HourI "'t' oA P.y
McMenamin. .D. 48 24.00 1152.00
Batista,. A. 80 15.58 1246.40
Bottem,J. 48 21.06 1010.88
Cordosa, J. 125 6.00 750.00
Denebe1, J. 125 11.75 1468.75
Despopoulos, N. 68 8.50 748.00
Eisses, M. 120 8.08 969.60
.Lau, H. 48 16.16 775.68
Loop, L. 125 8.50 1062.50
Proctor, D. 125 13.50 1687.50
Sadr, A. 125 8.66 1082.50
Talcott, R. 48 17.02 816.96
Wallen, J. 88 8.50 748.00
Whiteley, W. 32 9.81 313.92
Youderian t B. 125 10.25 1281. 25
I
TOTAl ,1,111 Q4
. OIUCT NON-SAlAIY C:OST:
T..vellIld 't, Diem
fer Diem - _ wttks .. ,
Ail Travel - TIlK ., ,
ears.
nmhs
~.,
................... .f
................... .,
pet' montb .
.... ~.............. .f
TOTAl . ,
NJ.C.
OffictR ~nt
Rtnt ............... S- lIP' month Iii __ monUlS ,
EcPPmtnt. RtnI., S- pet' month Iii - months. '
=~..:::::::::::::::::::::.:::::::::::::::::::::::::::::::::
TOTAl f
No 7. C.
.., ... .... ...
-...
12
.
lx.-IT eA" (conI.)
.
IUMMAIlY. Of m fOR (N(;III[lRING Il_VICES
~:e~~i...s';"f~.;."'"'' ......... ..... .....:............~.............. .,
:. . p'yroll Addilives)......................... 1. 6 !. S
i 15113 94
Slb-Tot.1
,
22066.35
37180.29
Nel F............ ....... ........... ........ ..~~t .......................... .,
5577.04
DVecl Noo-Sll.ary Cosl:
.. Trovtl.nd per diem ...............S
b. Reproduction expenses.............. ,
c. CompuIer expense .. .. . .. .. .. .. . .. .,
d. Outside COIlSIAt.nts................. ,
e. Other (Sptcify) .................... ,
Tot.1
,
tlJ c.
Sub-Totol
'Conlingencies
, 42757.33
, 4275 19
, 4 7033 06
GRAND TOTAl
IRlAKDOWN Of OVlRHlAD COST
SEE EXHIBIT "0"
FlCA ...........................................................................
llntn1>Ioyrntnl Compenwtion...................................;..................
Medial Aid .nd k1dJstrill nuronce ................................................
CompIny nuronce IIld Mtdic.1 ............................,......................
V'CAlion. HolidIy And SicIt ltOvt...................................................
5101e B & 0 TIX ................................................................
hlr.net .......................................................................
Adrni"lislralionAnd TIIlt l/nIssignlblt ................... ; .. .. . .. . .. .. .. .. . .. .. .. .. ..
Pmlill. 51.tiontry And Suppits ...... . . .. .. . .. .. .. .. .. ... . .. .. .. .. .. .. .... .. .. .. . ..
Travel Not Aslignlblt.............................................................
Ttlephont And TtIt8l1ph Nol AssignAblt ............................................
fotS. Outs. ProftsSionll Mttlills...................................................
Uliities .nd Mlinltnlnce ................... .................... ..... ..............
Rtnl.......................................................................... .
RtnI.1 (q<Opmtnl................. ........... .................. ...................
Office MsctllMOUS. 'cst". ......................................................
ProfessioNl SeMces..... ..... .... ...,.......................... ........... .......
TOTAl
13
USIED F"O J[ it-.nTS
I.N COOBJCIIJCNt""TE
.
.
TABLE
IlIICR.::::~!I.::;06 "I
PREPARED BY: Aubrey Palmer
FROM .*1 TOil000.
'POINT NORTHING
EASTING
POINT
NORTHING
EASTING
--------------------------------------------------------------------------------
----------------------------------------------------..---------------------------
1 341052.066 1535717.111 2 341834.796 153561~!. 394
3 342228.821 1535620.227 4 343961.384 1 ~:;3~j084. 571
5 344725.1.47 1535106.756 6 345217.420 15350)')1. ()65
7 345'104.82b 1534962.644 8 346'129.935 1534632.6'77
9 347696.398 1534319.rla8 10 34a079.117 :l53428~.;. 1a8
11 348531,729 1534342.974 12 350219.304 :l534'?95.007
13 350a23.189 1535096.211 14 351477.211 15:55058.753
15 352428.658 1534794.91:l 16 35405a.619 1534654.827
17 354428.548 1534513,286 la 35573~~. 868 1533535.28:l
19 355941.890 1533474.275 20 356595.443 1533509.295
21 358270.422 1533414.194 22 :159074.336 1533372.007
23 3b0479.399 153311b.981 24 362ab2.180 1533230.906
25 363769.619 1532937.5b9 26 365202.082 1532767.871
27 366551.295 1532261.636 28 3b8a02.116 15314:l3.a80
29 369757.398 1530947.999 30 371810.734 1529947.9:<1
31 372382.275 1529581.528 32 373255.938 152903'1.676
33 373798.890 1528484.484 34 374873.594 :l526662.822
35 371331.586 1526492.695 36 366358.867 1525935.563
37 364795.973 1525814.757 38 359792.523 1524b80.891
39 356242.414 1522547.593 40 354497.751 1522334.385
41 351679.353 1522237.150 42 35118'7.127 1521940.;128
43 350597.619 1520984.498 44 349918.279 1520482.405
45 348996.643 1519710.337 46 347258.768 1517764.363
47 345745.804 1516831.004 48 344136.480 1516828.67l.
49 343571.913 1516393.850 50 342880.151 1515035.520
51 341183.0b3 1518885.82B 52 343154.9BB 151.4367.269
53 340B90.257 1519447.6B6 54 336503.062 1523B07.319
332169.0B2 1528252.918 56 331462.775 1530b38.421
330410.0BO 1534441.471 58 331992.994 1534986.087
335531.106 1536201.696 60 3381B3.009 1536B54.1B4
33B665.7BO 15366B2.717 62 :\390B2.3B4 1536514.140
341052.066 1535717.111 64 349476.023 1520957.580
3491B5.904 152091B..117 66 354537. 94~j 1521060.706
351B67.542 1520989.561 6B 350526.723 1520'/53. B:19
350523.914 1520953.764 70 350400.192 1521304.1Bl.
349822.712 1522021.217 72 349553.3BB 1522145'.483
34B236.3BO 1522139.514 74 347477.097 1521514.913
346406.72B 1521298.645 76 34564B.325 1521606.005
344673.923 1522003.530 78 344325.608 15222a8~844
343794.618 1520767.212 BO 343BB5.736 1521079.589
343361.961 1522282.305 B2 343743.037 1522B11.943
343721.124 1523419.332 B4 34365B.48B 1525290.331
343631.797 1526068.513 B6 343551.B36 1526588.035
343373.336 1527656.250 BB 343208.B71 152B115.80.9
343317.77B 152B469.339 90 343622.213 152B600. :15/'.
343746.090 152B794.045 92 34375B.200 1529007,.745
343316.494 15297B6.361 94 342900.B6B 1530079,365
342457..331 1531020.531 96 342537..473 1531474.98B.
343113.755 1532020.249 9B 343601.175 153322B~633
3435BB.389 1533B72 . 103 100 343565.972 1535206t82~
. . PAGE
USED POINTS
IN COORI:iIN.o,TE T....BLE 1m C:RP~ji06 lIll
PREF'flRElI BY: Al.lb rey Palmer
...;.--...;---...._--------------------"~-~~---~~-------------------_._---------_._----._._----"~""
FROM 'U TO *1000.
POINT NORTHING EMTING POINT NORTHING EASTING
=================================================================================
101 343617.972 1528707.988 102 3410"l4.919 1523306."72"l
103 341072.590 1523308.121 1.04 3:\8469.840 15~l0549. 680
105 409931.140 1525324.910 106 412092.890 152922B.690
10"l 4135"l6.260 153088"l.960 lOB 412659."720 :L530094.410
109 412626.330 l530396.1 "l0 1.10 3452l4.2"l8 1535120.963
111 345215.545 1.5350"lB .143 112 348118.987 15:34183.502
11~1 34B078.991 1534299.052 114 348528.240 1534356.827
115 350840.946 1535235.193 116 350824.051 1535081.269
117 351474.766 l535044.543 118 354263.234 1534637. ;l42
119 354055.335 1534640.652 120 354421.628 1534500.688
121 346729.680 1534631.885 122 355822.743 1533467.891
123 355739.297 1533548.943 124 355943.8l3 1533487.859
125 358270.551 1533416.523 1.26 366550.896 1532260.575
12"7 369757.562 1530948.336 128 373598.277 1528824.530
129 372385.521 l529586.693 130 373246.825 1529027.996
131 3'13786.201 1528475.081 132 354058.575 15:\4654.836
200 335747.053 1524571.750 201 330490.320 1523981.560
210 350597.619 1520984.498 211 343565.972 1535206. B26
271 366581.211 1532216.686 272 366609.498 1532205.901
273 366711. 641 1532168.072 274 36"7:160.662 1531961."l05
275 367651.063 1529436.781 276 367654.295 l52n01..411
277 370258.056 15294:50.547 30l 346235.244 1533963.587
302 346183.984 1534839.939 303 346824.01 'I l534633.958
304 346582.361 1534650.644 305 349321..891 1534677.470
306 349564.150 1534769.434 307 348883.802 1534029.733'
308 351528.546 1534130.338 309 354171,993 1534215,348
310 354244.445 1531549.193 31.1 3"72940.310 1529223.564
312 372753.356 1529566.906 313 372924.825 1529570.483
314 356838.440 1533524.457 315 358834.402 1533413.160
316 359534.098 1531712.381 317 359514.169 15:32664.344
318 362468,462 1533182.197 319 362208.792 153:5170> 265
320 364857.341 1532779.166 321. 364918.092 1531846.526
364921.176 153l.790.332 323 330493.042 1534146.615
336493.790 1523843.054 341 375329.841 1526717.587
375691.736 1526683.733 343 375684.259 1526911.666
376714.580 1526498.113 345 378390.798 1527026.847
379588.B25 1527423.634 347 380314.182 1527745.979
380851.245 1528168.715 349 382237.315 1529321.562:
382170.270 1529849. 105 351 380716.388 1533000.205
384078.203 1530137.320 353 391829,266 1527368.162
349202.822 1534577.903 412 354218.856 1533093.336
359591.555 1~33266.509 421 362470.392 1533229.863
382329.076 1536035.918 451 391828.966 1527368.631
340828.258 1535807.674 501 341544.608 1537577 >.975
341291.370 1535685.096 503 341726.070 1535626.940
341915.998 1537046.600 505 341944.469 1535614.574
342074.888 1535617.167 507 342093.868 1534662.484
342375.914 1535574.751 509 343734.310 153515.4~776: '
344157.378 1536523.177 511 344198.963 1535091.472 .
344720.951 1535106.634 513 344804.122 1532'243.. 225
.
T.....BLE MCRPS06D
EMTING
POINT
NORTHING
===================~============================================================
EIISTING
1()/13/83
345683.957 1534969.379 515 347475.183 1534391.282
348061.740 1536208.718 517 348750.024 1534427.318
349956.607 1534893.508 519 350989.034 1532221.407
351754.522 1534981. 853 521 352172.898 1534865.835
352938.385 1537626.28() 523 352693.096 :LfJ34772.184
353854.692 1534672.353 525 353732.047 1533245.304
354591,300 1534391.251 527 355614.592 1533623.967
356044.218 1534196.940 529 356082.537 1533481.812
356283.741 1533492.593 531 356590.297 152777:L.566
356907.114 1533492.()34 53:1 358718.569 1533391. no
358401.752 1527671.242 535 359424.920 1533308.374
360264.896 1533155.914 537 360605.952 1535034.957
360697.157 1533127.392 539 362653.653 1533220.936
362708.376 1532076.396 541. 363060.823 1533:l66.693
363592.122 1532994.947 543 3641.79.534 1534812.J.07
363954.865 1532915.624 545 364971.652 1532795.169
364746.983 1530898.686 547 365419.270 1532686.185
368676.462 1.531461.140 549 367668.031 1528779.890
368922.800 1531355.077 551 371533.167 1530083.'.66
369023.629 1524932.793 553 372072.:l58 1529783.627
373008.959 1529194.890 555 311484.695 1526769.473
373951.947 1528225.047
.
.
TRANSFER CONTROL TRAVERSE "CRP506RT"
TO COORD-:( NRTE Tf='IBLE "CRP506 ..
NO OVERWRITE PROTECTION, NO OUT...OF-RANGE PROTECTION.
POINT NORTHING EASTING POINT NORTHING
~ 335~~2.015 1525347.024 POINT NOT STORED, POINT #
55 332169. l2l82 1528252.918 TRANSFERRED
55 331452.775 1530538.421 TRANSFERRED
57 330410. 080 15~;44i,1. 471 TRANSFERRED
58 331992. 994 15~;4985. 087 TflANSFERRED
59 335531. 11<15 15352~1. 69E, TRANSFERRED
5~ 338183.0~9 1536854.184 TRANSFERRED
51. 338655.780 1.536682. 717 TRA~ISFERRED
52 339~82.384 1535514. 14~ TRANSFERRED
53 341.~52.~66 1535717.111 TRANSFERRED
341 375329.841 1526717.587 TRANSFERRED
342 37569L 736 1526683.733 TRANSFERRED
343 375684.259 152691.1.656 TRANSFERRED
311 372940. 31~ 1529223.554 TRANSFERRED
312 372753.356 1529566.S~5 TRANSFERRED
313 372924.825 152957~.483 TRANSFERRED
323 33~493.042 1534146.615 TRANSFERRED
336493.79~ 1523843.054 TRANSFERRED
335747.053 1524571.750 TRANSFERRED
330490.32~ 1523981. 550 TRANSFERRED
376714. 58~ 1525i,98.113 TRANSFERRED
378390.798 1527~26.847 TRANSFERRED
379588.825 1527423.634. TRANSFERRED
380314.182 1527745.979 TRANSFERRED
38~851.245 1528168.715 TRANSFERRED
382237.315 1529321.552 TRANSFERRED
382170.270 1529849. 1~5 TRANSFERRED
38~716.388 1533000.2~5 TRANSFERRED
384078.2~3 1530137.320 TRANSFERRED
391829.255 1527368.162 TRANSFERRED
TRHNSFER CONTROL TI~AVERSE "CRP506LL"
TO CODHDJENRTE TRBLE "CRPS06"
USE#21~ FOR OVERWRITE,USE #25~ FOR OUT-OF-RANGE.
POINT NORTYING EASTING POINT NORTHING
43 CHANGED TO (POINT # ALREADY. USED) 210 350597.619
1~~ CHANGED TO. (POINT # ALREADY USED) 211 343565~972
7~ 350400.192 1521304. 181 TRANSFERRED
71 349822.712 1522021.217 TRANSFERRED
72 349553.388 1522145.483 TRANSFERRED
73 348236.38~ 1522139.514 TRANSFERRED
74 347477.~97 1521514.913 TRANSFERRED
75 345405.728 1521298.645 TRANSFERRED
76 345648.325 15216~6.0~5 TRANSFERRED
77 344673.923 1522~03.530 TRANSFERRED
78 344325.608 1522288.84<, TRANSFERRED
79 343794.618 1520767;212 TRANSFERRED
8~ 3/~3885. 736 1521079.589 TRANSFERRED
81 34.3361. 961 1522282.3~5 TRANSFERRED
82. ,3437[,3.037 1522811.943 TRANSFERRED
.'83, . 343721. 124 1523419.332 TRANSFERRED
.84 343658.488 152529~.331 TRANSFERRED
::'85" 343631.797 1526068.513 TRANSFERRED
86 343551..836 1526588.035 TRANSFERRED
87 343373..336 1527656.250 TRANSFERRED
.
.
.J-\914-29-1W
NAME CORNER:~l~~
3. HISTORY OF ORIGINAL ESTABLISHMENT:
G.L.O. NOTES VOL. ~ REEL 1
4. COORDINATES:
SOURCE
A. CRP477
B. CRP5()6
C. rHIMACUM PIT
[I.
E.
NORTHINGS/EASTINGS
375682.902/1526911.611
375684.25911526911.666
375682.902/1526911.611
1
1
DESCRIPTION OF CORNER EVIDENCE FOUND:
4'X4' CONCRETE MONUMENT, AT FENCE INTERSECTION
DESCRIPTION OF CORNER MONUMENT. ACCESSORIES. COROLLARY DATA TO PERPETUATE
CORNER LOCATION:
JUNE 1948 FOUND: CONC. MON.
NOV. 1957 FOUND: CONC. MON. (GLE~ISON . JANSEN. STOVEr~ )
MAR. 1963 FOUND: CONe. MON. (CLEASON. JANSEN, STOVER)
JUNE 1981 FOUND: CONC. MON. (MORELLO. PALMER)
MAR. 1983 FOUND: CONC. MON. (MORELLO. PALMER, HENDERSON)
COUNTY ROAD PROJECTS AND OTHER MISCELLANEOUS PROJECTS USING THIS
nON:
CRP 477 TRI-AREA AERIAL PHOTO. POINT NO. 193
CRP ~06 CHIMACUM-BEAVER VALLEY ROAD. POINT NO. 343
CHIMACUM PIT. POINT NO. 193. AND POINT NO. 307
MISCELANEOUS INFORMATION. REMARKS:
SURVEYS U.SING THIS CORNER;
VOL. 1, PAGE 1
VOL. 3, PAGE 21
VOL. 3, PAGE 167
.
. .
.
PAGE
OUT
COORDINATE TABLE: CRP:511l6
PREPARED BY: B.LAURIE
D.ATE:
TYPE OF STAKE OUT: MANUAL RADIAL
BACI(SI GHT
FRO~I
TO
DISTANCE
ANGLE
================================================================================
1:5
15
521
523
265.4611l
265.4611l
A III IIlIll 1Il1ll.1Il R
A 1911l 35 12.9 R
S 15 29 56.4 E
N 4 54 43.6 W
STAKE OUT: MANUAL RADIAL
FROM
TO
DISTANCE
ANGLE
D I RECTI ON
. ================================================================================
16 524 211l4.7411l A III IIlIll 1Il0,IIl R S 4 54 '43. 6 E
16 119 14.557 A 81 51 59:3 R S 76 57 15.7 W
OUT: MANUAL RADIAL
FROM TO DISTANCE ANGLE
17 120 14.379 A 82 1Il9 31. 4 R
17 526 203.484 A 16404 27.9 R N
. .
,Pf:t,~
...._.'0_.1
-------------------------------------
FROI'I#l TO #1000.
POINT NORT~ING EASTING POINT NORTHING
=======================~========================================================
341052.12166 1535717.111 2 341834.796 1535612.394
3 342228.821 153562121.227 4 343961.384 1535084.571
344725.147 1535106.756 6 345217.420 1535091.12165
34571214.826 1534962. 64L, 8 346729.935 1534632.'677
347696.398 1534319.888 1121 34812179. 117 1534285.188
348531.729 1534342. 97L, 12 35121219.31214 1534995.01217
35121823.189 153512196.211 14 351477.211 153512158.753
352428.658 153l,794.911 16 354058.619 1534654.827
354428.548 1534513.286 18 355732.868 1533535.281
355941.89121 1533474.275 20 356595.443 1533509.295
358270.422 1533414.194 22 359074.336 1533372.007
360479.399 1533116.981 24 362862.180 153323121.906
25 363769.619 1532937.569 26 365202.082 1532767. 871
27 366551.295 1532261. 636 28 368802. 116 1531413.880'
29 369757.398 153121947.999 3121 37181121.734 1529947.921
31 372382.275 1529581.528 32 373255.938 152912139.676
33 373798.89121 1528484.484 34 374873.594 1526662.822
35 371331.586 1526492.695 36 366358.867 1525935.563
37 . 364795.973 1525814.757 38 359792.523 152468121.891
39 356242.414 1522547.593 40 354497.751 1522334.385
41 351679.353 1522237.150 42 351187.127 152194121.328
43 350597.619 152121984.498 44 349918.279 1520482.41215
.45 348996.643 151971121.337 46 347258.768 1517764.363
47 345745.804 1516831.01214 48 344136.480 1516828.671
49 343571.913 1516393.850 50 342880.151 151512135.52121
51 341183.12163 1518885.828 52 343154.988 1514367.269
53 3412189121.257 1519447.686 54 33651213.062 1523807.319
55 332169.12182 1528252.918 56 331462.775 1530638.421
57 3312141121.12180 1534441.l,71 58 331992.994 1534986.12187
59 335531..1~6 153621211. 696 60 338183.009 1536854.184
61 338665.78121 1536682.717 62 33912182.384 1536514. 140
63 34112152.12166 1535717. 111 64 349476.023 152121957.58121
65 349185.904 152121918.117 66 354537.945 1521060.71216
67 353199.935 152112125.059 68 351861.925 1520989.412
69 350523.914 1520953.764 70 350400. 192 1521304;181
71 349822.712 1522021. 217 72 349553.388 1522145.483
73 348236.380 1522139.514 74 347477.097 1521514.913
75 346406.728 1521298.645 76 345648.325 152161216.1211215
77 344673.923 1522003.530 78 344325.61218 1522288.844
79 343794.618 1520767.212 8121 343885.736 1521079.589
81 343361.961 1522282.305 3l,3743.037 1522811. 943
83 343721.124 1523419.332 343658.488 1525290.331
85 343631.797 1526068.513 343551.836 1526588.035
87 343373.336 1527656.25121 343208.871 1528115.81219.
89 343317.778 1528469.339 343622.213 1528600;357
.91 343746.090 1528794.12145 343758.21210 i 152912107.745'
93 343316. 49l, 1529786.361 34290121.868 15312112179.365
95 34245'1.331 1531020.531 342537.473 1531474.988
97 343113.755 153202121.249 343601.175 1533228..633
99 343588.389 1533872.103 343565.972 1535206.826
.
.
USED POINTS
COORDINATE TABLE "CRP5IZlS"
PREPARED BY:B.LAURIE
PAGE 2
7/24/81
--------------------------------------------------------------------------------
FROM #1 TO #1~~~. EASTI NG
POINT NORTHING EASTING POINT NORTHING =======================-~=======================================================
1~1 343617.972 15287~7.988 1~2 341~74.919 15'233~6.727
1~3 34U72.59~ 1523308. 121 1~4 338469.84~ 1520549.680
1~5 409931.14~ 1525324.910 106 412092.890 1529228.690
107 413576.260 153~887.960 108 412659.720 153121(')94.410
109 412626.33121 1530396.170 110 345214.278 1535120.963
111 345215.545 1535078. 140 112 348118.987 1534183.502
113 348078.991 1534299.059 114 348528.239 1534356.' 831
115 350840.946 1535235. 193 116 350824.052 1535081.251
117 351474.764 15350M.533 118 354263.234 1534637.242
119 354055.333 1534640.647 120 354421.626 1534500.683
121 346729.680 1534631.885 200 335747.053 1524571.750
20.i 330490.320 1523981.560 210 350597.619 1520984.498
211 343565.972 1535206.826 311 372940.310 1529223.564
312 '372753.356 1529566.906 313 372924.825 1529570.483
323 330493.042 1534146.615 324 336493.790 1523843.054
341 375329.841 1525717.587 342 375591.736 1526683.733
343 375684.259 1525911.655 344 376714.580 1525498.113
345 378390.798 1527026.847 346 379588.825 1527423.634
347 380314.182 1527745.979 348 380851.245 1528158.715
382237.315 1529321.552 350 382170.270 1529849.105
380715.388 1533000.205 352 384078.203 1530137.320
391829.266 1:527368. 162 450 382329.015 1536035.918
391828.966 1527368.631 50121 340828.244 1535807.680
341544.638 1537578.087 5~2 341291.385 1535685.094
341725.063 1535626.941 504 341916.003 1537046.586
. 341944.475 1535614.574 506 342074.879 1535517.167
342093.850 1534662.426 5~8 342375.923 1535574.748
343734,296 1535154.780 510 344157.390 1535523.264
344198.978 1535~91.473 512 344720.921 1535106.533
344804.097 1532243.052 514 345583.985 1534959.370
347475. 145 1534391.294 516 348051.735 1536208.840
348750.052 1534427.332 518 349956.501 1534893.467
052 1532221.045 520 351754.632 1534981.822
867 153M65.843 522 352938.447 1537626.620
128 1534772. 181 524 35385ll. 643 1534672.357
983 1533245. 137 526 354591.340 1534391.221
I
.
.
PI'1GE 1
TRAVERSE "CRP51Zl6R"'
7/24/81
COU~ITY ROAD PROJECTSI MISC. SURVEYS
VARIOUS
JOB # 1
PROJ.. ENGR.: G.ROWE/B.LAURIE
PREPI'1RED BY: B.LI'1URIE
Fro", 62(33911182.384, 153651l,. 14(11) To 62 (33911182.38'.,1536514.14111)
FROM
TO
DISTI'1NCE
FEET
DIRECTION
NORTHING
___.___________________________w~_____._____,__.______________________________.___.__~__
--1]~~62-.---5~G;P~Z--1883~492---N--22-01-50:4-W------34~828:244----------------
2 500~.c., 502 pr CENTER = 501
DELTA 142438.3
CHORD BEARING = N' 14 49 31.2 W 30
ROTI'1TION
RADIUS =
I'1RC
CW 341291.385
1909.974 CHORD
480.383 TI'1NGENT
.:;, 502~' 503f,c" 438.578 N 7 37 12.1 W 341726.11163
51Zl3t'c 511151,'- CENTER = 504 ROTI'1TION CW 3419/,4.475
8 /,5 32.4 RADIUS = 1432.481 CHORD
BEARING = N 3 14 25.9 W of. I'1RC 218.988 TI'1NGENT
505P.T 51116 ?,c. 130.437 N 1 1118 20.3 E 342074.879 1535617.167
506P,l. 51118 Pr CENTER = 507 ROTl'1TION
18 19 1118.3 RADIUS =
BEARING = N 8 01 13.9 W ~" I'1RC
CCW 342375.923
954.987 CHORD
31115.335 TI'1NGENT
508p.T 51119P.C, 1421.898
N 17 1111 48.1 W
343734.296
8
DELTA
CHORD BEARING = N
51119P~. 511 f.r, CENTER =
18 5111 37.6
7 45- 29.3 W
51111 ROTI'1TI ON
RADIUS =
4' ARC
CW 344198.978
1432.481 CHORD
471.123 TI'1NGENT
9
511P, 512 P,c.
522.195
N
1 39 49.5 E
34472111.921
1535106.633
1111 512 p.c, 514 1'. T, CENTER =
DELTA 19 33 1112.3
CHORD BEARING = N 8 06 41. 6 W
11 514P,T 515 AI:. 1882.246
513 ROTl'1TION
RADIUS =,
z' ARC
CCW 345683.985
286/,.961 CHORD
977~590 TANGENT
N 17 53 12.8 W
347475.145
153439L294
12
DELTA'
. CHORD BEARING =. N
515~.c. 5171'.,. CENTER = 516
39 011143.4
1 37 1118. 9 E 3"
ROTI'1TION
RADIUS =
ARC
CW 348750.11162
191119.974 CHORD
13111111.48fIJ TANGENT
153442"7.332
1275.5111"-
676.583
13
51 Tpr518 p.c. 1293.436
N 21 1117 3111.6 E
3[,9956. 51111
1534893.467
.....':....:....,........', '" . - ", -- " '.-., - -..-::'
. ........:'. ,: ......,.. ,', ,.... .... ". .',.., .' ..... ......-.... ..,.,. ",
;......'.....~......:..-----_._-----._---_...._------------------------------------------------...-:-----
JEF'.F"ERSDN CDUI'-ITY
COURTHOUSE, PORT
206 3B5~35(2)5
DEPT. OF PUBLIC, WORKS,
TOWNSEND, WA" 98388
. .
TRAVERSE "CRP506A"
7/24/81
COUNTY.' ROAD PROJECTSI MISC. SURVEYS
VARIOUS
JOB # 1.
PROJ. ENGR.: G.ROWE/B.LAURIE
PREPARED BV: B.LAURIE
--------------------------------------------------------------------------------
FrQ"1 62 (339082. 38t~l 1536514. 1{~0) To 52 (339082.384,1536514.140)
FRO~I
TO
DISTANCE
FEET
DIRECTION
NORTHING
================================================================================
518f,c. 520 f'r CENTER = 51.9 ROTATION CCW 351754.'632
:3;6 37 2'1.1 RADIUS = 2865.133 CHORD
BEARING = N 4 48 47.1 E z'a ARC 1831. 429 TANGENT
15 520il:r, 521.;:>(, 4.34. 044 N 15 29 56.4 W 352172.867 1534865.843
521 pc. 523 PI CENTER = 522 ROTATION CW 352693.128
10 35 12.9 RADIUS = 2865. 133 CHORD
BEARING = N 10 12 20.0 W i!.' ARC 529.409 TANGENT
17 523 fr 5211 P.c. 1.1.65.867 N I" 54 43.6 W 35385t,. 643 1.534672.357
524 Pc:... 5269r CENTER = 5"= ROTATION CCW 354591. 340
4...1
:3;1 57 04.2 RAD IUS = 143;.';::.567 CHORD
BEARING = N 20 53 15.7 W 4" ARC 798.876 TANGENT
526 ~T 62 15654.517 S 7 47 39.8 E 339082.384
PERIMETER
31738.418
CLOSURE ERROR = .000
"._TEFFERSON COUNTY DEPT _ OF
,COURTHOUSE~ PORT TOWNSEND,
206 385-3505
, -';"~:~-~~.-----.~--":,,,...-._--.---------~~---------------..;.,--------------..;.,----..;.,---------.;..,--,
AREA=' , 5844225. 785 SQUARE FEET ,
134.1650 ACRES
.
.
FROM 111 TO #11111110.
POINT ^ NORTHING
EASTING
POI~IT
NORTHING
-----------------------------------------.------------~.----_._----------------------
------------------------------.--------------------------------------------------
3ll1.11I52.11I66 1535717. 11.1 .. 341. 834.796 1535612'.394 .
3 342228.821 1535620.227 l, ,343961. .384 1535084.571
5 344725. 147 153511116.756 6 345217.42111 1535091.065
7 3457fl)4~826 1534962. 64l~ 8 3l.6729. 935 1534632.677
9 347696.398 1534319.888 1111 34811179.117 1534285.188
11 348531. 729 15343l~2. 97t~ 12 35eJ219.3rzJ4 1534995.01117 .
13 35111823.189 153511196.211 14 351477.211 1535058.753
15 352428.658 153l,794.911 16 35L~058. 619 1534654.827"
17 354428.548 153l~513. 286 18 355732.868 1533535.281
19 355941. 89111 1533474.275 2111 356595.443 1533509.295
21 358270. 1~22 1533414.194 22 35907l..336 1533372.QllZl7
23 360479.399 1533116.981 21.~ 36,:862. 18111 1533230.906
25 363769.619 1532937.569 26 3652lZl2.el82 1532767.871
27 366551.295 1532261.636 28 36881112.116 1531413.880
29 369757.398 153111947.999 30 37:1.81(2).734 1529947.921
31 372382.275 1529581. 528 32 373255.938 1529039.676
373798.890 1528l~84. 48l~ 34 374873.594 1526662~822
371331.586 1526l.92. 695 36 366358.867 1525935;563
364795.973 1525814.757 38 359792.523 1524680.891
356242.414 1522547.593 40 354497.751 1522334.,385
351679.353 1522237.150 4~' 351187.127 1521940.328
"-
350597.619 152111984.498 44 349918.279 152f1l482.405
348996.643 1519710.337 46 347258.768 1517764.363
345745.' 804 1516831.004 48 3f.4136.48111 1516828.6U
343571.913 1516393.850 5111 3lt.2880.151 1515035.520
341183.fIl63 1518885.828 52 3431.54.988 1514367.269
340890.257 1.51944"1. 686 54 336503.11162 15238f1l7.31.9
332169.082 1528252.91.8 56 331462.775 153~638~421
33041111.fIl80 153l,441. l,11 58 331992.994 1534986.087
335531.106 1536201.696 60 338183.01119 1536854.184
338665.780 1536682.717 52 33912182.'384 153651.4. 140
341052.11166 1535717.111 64 349476.11123 1520957.580
349185.9f1l4 1520918.117 66 354537.945 152111160.71116
353199.935 1521(2]25.059 68 351861;925 1520989.412'
35\ll523.914 152f1l953.764 70 351114f1l0.192 15213f1l4.181
349822.712 152211121.217 72 349553~388 1522145.483
348236.380 1522139.514 7l. 347477.097 1521514.913
346406.728 1521298.645 76 345648.325 152161116.01115
344673.923 1522003.530 78 344325.608 1522288.844
34379(,.618 1520767.212 80 3Lt.3885.736 1521079.589
343361. 961 1522282.3~5 82 343743.037 1522811. 943
3l.3721. 124 1523419.332 84 343658.488 1525290.331-.
343631. 79-1 152611168.513 86 343551~835 1526588.035
343373.336 1527656.250 88 343208.871 1528.115..81119
343317.778 1528469.339 9111 34362:2;2'13 1528600.<357:'
343746.090 1528794.11145 92 343758.2f1l0 1529007.745
343316.494. 1529786.361 94 342900. 868 1530079;>365
342457.331 1531020.531 96 342537,473 1531474;988
343113.755 153202111.249 98 343601;175. 1533228~633
:;43588.389 1533872~103 :'121111 343565~972 1.53521116.826
.
.
USED PDXNTS
COORDINATE TABLE "CRP51ZJE,"
PREPARED BY: B.LAURIE
---------------------------------------------------------------------..-----------
FROM. *1 TO. *1000.
POINT NORTHING EASTING POINT ~IORTHING
------------;-------------------------.---.----.-----.--------------------------------
-----------------------------------------------------------------------------~~-
343617.972 1528707.988 102 341074.919 1523306.727
341072.591/J 1523~:08. 12l. 104 338l,69. 840 1520549.680
409931. 140 1525324.91.0 106 412092.890 1529228.690
413576.260 1530887.960 108 412659.720 1530094.410
412626.330 1530396. 170 110 345214.278 1535120.963
345215.545 1535078. 140 112 348118.987 1534183.502
348078.991 1534299.059 114 348528.239 1534356.831
350840.946 1535235.193 116 350824.(2)52 1535081.251
351474.764 15351Z1l~4. 533 U8 354263.234 1534637.242
354055.333 1534640.647 120 354421.626' 153451/J0.683
346729.680 1534631.885 2121121 335747.053 1524571. 75121
33121490.320 1523981.56lZl 21121 350597.619 152121984.498
3l~3565. 972 1535206.826 311 372940.310 1529223.564
372753.356 1529566.91216 .313 372924.825 1.529570.483
33'0493.042 1534146.615 324 336493.79121 1523843.054
'.341 375329.841 1526717.587 342 375691. 736 1526683.733
343 375584.259 152691.1.666 344 376714.580 15261!j.98~ 113
345 37839121.798 l.52712126.847 346 379588.825 1527423.634
347 380314. 182 1527745.979 348 380851~245 1528168~715
349 382237.315 1529321.562 350 382171/1.270 1529849.11215
351 380716.388 1533121121121.21215 352 38412178.21213 1530137.32121
353 391829.266 1527368. 162 45121 382329.076 153612135.918
451 391828.966 1527368.631 501/1 340828.244 1535807.680
501 341544.1038 1537578.12187 502 341291.385 1535685,12194
503 34l.726.063 1535626.941 504 341916.01213 1537046.686
505 34194l,. 475 1535614.574 506 342074.879 1535617.167
507 34209":.86121 1534662.426 51218 342375.923 1535574.748
509 :543734. 296 1535154.78121 51121 344157.390 1536523.'264
344198.978 1535091.473 512 344720.921 1535106.633
34481214.097 1532243.fZl52 5J.4 345683.985 1534969.370
347475. 145 1534391.294 516 34.812161. 736 153621218.84121
34875121.062 1534427.332 518 3l,9956.501 1534893.467
350989.052 1532221.045 520 351754.632 1534981.822
.352172. 867 1534865.843 522 352938.447 1537626.620
352693,. 128 1534772.181 524 353854.643 1534672.357
353731. 983 1533245.13"7 526 354591. 340 1534391.221
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STA~,E OUT
COORDINATE TABLE: CRP5~6
PREPARED BY'S.LAURIE
.
.
PAGE .1
DATE: 6/29/81
BACKSIGHT
------------------------------------------------------------------------.--------
DIRECTION
. TYPE OF STAKE OUT: MANUAL RADIAL
FROM
TO
DISTANCE
ANGLE
================================================================================
6~
"-
62
511l11lP.<'
511l2P,T
241.466
241.466
BACKSIGHT
TYPE OF STAKE OUT: MANUAL RADIAL
DISTANCE
FROM
TO
A IIJ 111111 111111.111 R
A 194 24 38.3 R
S 22 1IJ1 511J.4 E
N 737 12.1 W
ANGLE
DIRECTION
================================================================================
2
2
511J2P,T
51113r,c"
51115P.T
548.285
11119.71118
I11J9.71118
STAKE OUT: MANUAL RADIAL
FROM
2
TO
DISTANCE
A 111 I1II1J 11I11l.11I R
A IIJ 111111 11I11l.11I R
A 18845 32.4 R
S 737 12.1 E
S 7 37 12. l' E
N 1 1118 2111.3 E
================================================================================
ANGLE
2
2
FROM
4
4
.~
51115 P 0,
51116 p.~,
511181':1.
3
3
OUT: MANUAL RADIAL
TO
511J9P,~,
511 p,r;
MANUAL RADIAL
284.419
153.981
153.981
DISTANCE
237.71118
23"1.711l8
TO DISTANCE
512 p,c. 4.228
RADIAL
DISTANCE
21. 9111111
A Ql ~111 11I11l.11I R S 1118
A ~ I1II1l 11l11l.11l R S
A 161 41/) 51. 7 R N
ANGLE
A I/) 1/)1/) 11l11l.i21 R S
A 198 5~ 37.6 R N
A 356 52
. .
DESJCGN WDR~< L:rST *:+::+=
CENTER ROTATION POINT II NORTHING EASTING
112 348118.387 1534183..502
515- 3/...7l~75. 145 1531.391. 294
515 CLOCI\W I SE 34811l51.73E, 1535211l8. 84.1Il
517 31'87511l. 1Il62 1534427.332
113 34811l78.991 1534299.1Il59
Ill. 348528.239 1534355.831
115 3511l8411l.945 1535235.19::::
518 349955.511l1 1534893.457
519 COUNTER-CW 3511l989.11l52 1532221.11l45
5211l 351754.632 1, 534981 ~822
115 350824.~52 1535Q181.251
117 351474.754 1535044.533
521 3521"12.857 1534855.843
522 CLOCf\W I BE 352938.447 1537525.620
523 352693. 128 1534772.181
118 ~;5l~2e;3. 23l.!. 1,534637.'242
524 353854.543 1534672.357
525 COUNTER-CW 353731.983 15332l~5. 137
526 351,591 . 3411l 1534391. 221
119 354055.333 15345411l.547
1211l 354421.625 1534511l1ll.683
,/
.
. c:/.:5 E
6-/~h9 /
dl-
(/
~
TRA......ERSE "CRP51Z15RT"
6/171.81
COUNTY ROAD PROJECTSI ~Il SC. SURVEYS
VARWUS
JOB j~ 1
PROJ' ENGR.: G.ROWE/S.LAURIE
PREPARED BY: B.LAURIE
CRP51116RT Fl.O~1 1 (34111152.065,1535717.111) To 1 (341052.065,153571.7.l.11l
CRS
FRO~I
TO
DISTANCE
FEET
DIRECTION
NORTHING
================================================================================ ;
as. BS. 1 ------ --- N 22 1111 51.0 W 341052.11165 1535717.111
2 .. 1 2 789.704 N 7 37 1'-' 1 W 34183[h 795 1535612.394
<..
3 '" 2 3 394. 11113 N 1 1118 2QJ.3 E 342228.820 1535620.228
4 10111 1399.598 N 17 10 [,7.4 W 343565.972 1535206.826
5 .. 4 1813. [.79 N 17 1111 48. 1 W 3[,3961. 384 153511184.572
6 .. 5 764.085 N 1. 39 49.5 E 3[,4725. 1.47 1535106.756
7 .. 6 492.523 N 1 49 32. 1 W 345217.420 153511l91.066
8 .. 7 504.040 N 1l. 45 38.7 W 3l~57(l)4. 825 1534962.645
9 .. 8 1076.91117 N 17 50 33.4 W 346729.935 1534632.' 677
. 10 .. 9 1015.818 N 17 56 01.8 W 347696.397 1534319.888
11 .. 9 1 III 384.289 N 5 H1 511l.4 W 348079. 116 1534285.188
12 .. 10 11 456.287 N 7 16 33.0 E 3[,8531. 729 1534342.975
13 .. 11 12 1809. 159 N 21 1117 30.6 E 35111219. 31M 1534995;01118
14 .. 12 13 612.306 N 9 30 49.3 E 350823. 189 153511l96.212
15 "' 13 14 655.094 N .,. 16 40.8 W 351477.210 153511l58.753
.~
16 .. 14 15 987.353 N 15 29 56.4 W 352428.658 1534794.911
17 .. 15 16 1635.969 N 4 54 43.6 W 354058.619 1534654.827
18 .. 16 17 396.11183 N 2111 56 15.7 W 354428.548 1534513.286
'19 ...,. 17 18 1630.259 N 36 51 47.8 W 355732.868 1533535.281..
20 ~:,* . 18 19 217..742 N 16 16 13.9 W 355941.889 1533474.276
'21. *, 19 . 2111 65[,.491 N 3 1114 IIll.9. E 356595.442 1533509.296
'22 .. 20 21 1677.677 N 3 14 58.7 W 358270,422 1533414.195
23 *' 21 22 81115.020 N 3 1110 1.4..3 W 359074.336 1::;33372.01117
'24 .. 22 23 1428.019 N 10 17 14.9 W 360479.399- 1533116;981
25 ... 23 24 2385.503 N 2 44 14.4 E 362862. 179 153323ClJ~' 907:,
26 .. 24 25 953.674 N 17 54 49.9 W 363769.619 1532937 ~ .570'
27 .. 25. 26 1442.480 N 6 45 22.0 W 365202.082 1532767.872
28 .. 26 27 1441.058 N 20 33 59.3 W 366551 ~. 295 1532261.636
29 !" 27 2S 2405.179 N 20 38 18.6 W 368802.116 1531413~ 88f.'-,
;(30 *' ~i8" 29 1062.830 N 25 59 53.111 W 369757.398 153111948.1111110
<'.31 '* 29 30 2283.,932 N 25 58 06.3 W 37181111.734 1529947.922
".,.::,'.':,:;;2 '" 30 31 678.899 N 32 39 44.4 W 3723820275 1529581 ;529.
, 3:3 ... 31 32 111128.051 N 31 4827.0 W 373255.937 '152911139.676
34 *" 32 '33 776.553 N 45 38 18.7 W 373798.89111 . J528484. 485
35 '" 33 34 2115.051 N 5927 40.3 W 374873.594 1526662.823
",36 '" 34 35 3546.091 S 2 44 59.6 W 371331.586 1526492.696,
.37 '" 35 36 51111113.832 S 6 23 33~5 W 366358.867 1525935:.-: 5-~t(;
38 '",' 36 37 1567.556 S 4 25 11.8 W 364795~973 1525814;758'
'.39 ,~ 37 38 513111.318 S 12 [,6 1116.7 W 359792.523., . 1524680;892
40 * 38 39 4141,767 S 31 0111 1117.6 W 356242.414 1522547~_594
'..'." :,--...'.,".....:' '.':',,' ';'0"" ,'........; ,', ,..'...,..... ,_...... .:....:. '.-.: ',,' ,",.. '"..,"".. '. .. " " ' -'.. ...._...., ",_ .. '" .." ....._ .......' "':.__,...'"
-------~------------------------------------------------------------------------
>',jEFcF-ERSON. .COLlNT'-.' DEPT. OF PUBLIC WORKS
:COtJ~THOU!3E, PORT TOWNSEND, WA": 9836'8
'2:06"' ';::;:85'-3505 .
.
.
"CRP50SR-r II
6/17/81
COUNTY ROAD PROJECTSI MISC. SURVEYS
VARIOUS
JOB # 1
PROJ. ENGR.: G.ROWE/B.LAURIE
PREPARED BY: B.LAURIE
----------------------------.-------.---------------------------------------------
CRP506RT Fro!Tl 1 (341052.065.1535717.111) To 1 (34111152.11165. 1535717.111 )
DISTANCE
FROM TO FEET DIRECTION NORTHING
===========================================~====================================
41 '" 39 4111 1757.643 S 5 58 02.5 W .354497.751 1522:534.385
42 :+: 4111 41 2820.075 S 1 58 33.3 W 351579.353 1522237.15111.
43 * 41 l~2 574.795 S 31 e5 26.7 W 351187.127 152194fll.328
44 '" 42 43 1123.0111l. S 58 20 1118.9 W 35111597.619 152111984.498
45 '" 4" 44 844.749 S 36 28 03.8 W 349918.279 152111482.41115
'.
46 '" 44- 45 121112.29111 S 39 57 1'" 1 W 348996.543 151971111.338
47 '" 45 46 261119.111;::7 S l,8 13 59.5 W 3l~ 7258. 768 . 1517764.363
48 '" 46 47 1777.701 S 31 4111 14.7 W 345'145.81114 1515831.1111114
49 :+: 47 48 161119.326 S 0 1114 59.1 W 3441:55.480 1516828.671
50 '" 48 49 712.605 S 37 36 1111.4 W 34357L 913 1516393.850
51 '" 49 50 1524. 33l, S 63 1110 41.3 W 342880.152 1515035.520
* 50 51 421117.729 S 66 12 '+9.3 E 341183.1ZI63 1518885.828.
5111 52 722.551 N 67 38 37.4 W 343154.988 1514367.269
'" 51 53 633.577 S 62 28 27.4 E 3l~11I89111. 257 1519447.686
'" 53 54 6184.972 S 44 49 10. 1 E 336503.11162 15238(2)7.,:319.,
54 2150.310 S 45 43 42.2 E 335t?H2l2. 11116 1525347.11124
55 411158.292 5 45 43 42.2 E 332169.082 1528252.,918";
55 55 2487.869 S 73 30 24.8 E 331462.,775 153111638.421
59 '" 55 57 3945.o.l55 S 74 31 39.9 E 33111410.1118111 1534441.471
6111 '" 57 58 1673.984 N 18 59 10.5 E 331992.993 1534986.087
61 '" 58 59 3741. 116 N 18 57 41.3 E 335531. 106 153620L 697
62 '" 59 60 2730.994 N 13 49 22.0 E 338183.IZHZl9 153685/,.184
63 :+: 60 ",1 512.317 N 19 33 13.1 W 338665.780 1536682.717
64 '" 61 62 449.419 N 22 01 49.7 W 339082.384 1536514;14111
65 '" 62 63 2124.830 N ,"",.-, 01 50.4 W 3t~1f.2)52.lZ)65 1535717..111.'
'"..
65 34 .341 459.522 N 6 50 40.7 E 375329.841 1526717.588
67 341 342 363. b..75 N 5 20 39~5 W 375691. 736 1526683.734
68 342 343 228.056 S 88 07 17.0 E 375684..259 1526911.657
69 31 311 662. 979 N 32 40 44.4 W 372940.310 15.29223.-"565
70 311 312 390.942 S 61 25 51. 9 E 372753.356 1529566;91117
71 312 313 171.506 N 1 11 42.6 E 372924.824 1529570.484
72 57 323 306.305 N 74 17 06.9 W 330493.042 1534146.615
73 54 324 36.918 S 75 27 13. 1 E 336l~93. 790 1523843; 054 '.
74. 54 200 1075. 130 5 l,5 1.9 02.6 E 335747.-053 1524571.'751
75 200 201 5289.761 5 6 24 21.4 W 330490.320 1523'981'~~56fZ)
76 342 344 1039.550 N 10 17 08.7 W 376714.579 1526498,114
77 344 345 1757.631 N 17 30 25.1 E 378390.798 1.527026.848
78 345 346 1262.026 N 18 19 29.6 E 379588.825 1527423.635
79 .346 3l~7 793.756 N 23 57 38.'4 E 380314. 182 152771,5.98111
80 34-' 348 683.478 N 38 12 25.9 E 380851. 245 1528168;716,
.,',-,:' " ',c,',...'"',,',,..':,:":
i:,," -':, :' " '. , ' , , " " , , , ' ",':' \ :", -:.::~:,i:'",,-.:
. -, , , , ' " - ' , - , , '"
--------------------------------.----------------------------------------------~_.
~E~~ERSON COUNTY DEPT _ OF WDR~<Si....
COURTHOUSE, PORT TOWNSEND, 983~'8
:212'J6 38S"":-35lZ)S
.
.
TRAVERSE "CRP51Z16RT"
5/17/81
COUNTY RORD PROJECTS/ MISC. SURVEYS
VRRIOUS
JOB # 1
PROJ. ENGR.: G.ROWE/B.LRURIE
PREPRRED BY' B.LRURIE
Fro", (3t.1052.0E5, 1535717.11lJ To 1 (341052.065,1535717.11ll
FROM
TO
DISTANCE
FEET
DIRECTION
NORTHING
-------------------------------------~----------------------------------------~--
---.------------------------------------------------------------------.---------.---
81 348 349 1802.844 N 39 45 05.7 E 382237.315 1529321.563
82 349 350 531.786 S 82 45 25.8 E 38217121.270 1529849. 106
83 350 351 3470.332 S 65 13 55.0 E 380716.388 1533000.205
84 351 352 4415.644 N 40 25 02.5 W 384078.203 1530137.321
85 352 353 8230.869 N 19 39 35.5 W 391829.256 1527368.164
.
.
DUT
TO
DIST.clNCE
ANGLE
D I RECTI ON
=======:::=;::::==::;:===::;:====:::=====:::::::~:::=::::===:.;==.,i;::-,.:=::::=:;:,:===::;:======:::::::::::::===::::::::::::::::::::::::=i::;;===:========:::=
S 35 51 47.8 E
N 64 48 1111. 0 E:
1.9 18 527 1l~7. 84.2 A 159 24 25. i R
19 18 1.23 15. 100 A 81 IIlI> 11>.9 R
TYPE OF STAI(E OUr: l'iANUAL RRDIRL
.BACKSIGHT FROM TO DISTRNCE ANGLE
or RECTI ON
=,:================::::::::==l=:::'::====::::;~==:::::==:::::::::==::=========::::':==::::=;=~:::.:====::::===::::::::::======::::::.~==;:::!:;-,:::::=
18 19 124 13.72G A ;;::78 12 '>IIl. 1 R N 81. 56 25.1 E
18 19 529 14~1. 858 R 199 20 15.9 R N 311lh 1Il1.9 E
TYPE OF STAI(E OUT' ~IANUAL RADIAL
BACKSIGHT FROM TO DISTANCE RNGLE DIRECTrDN
:::===================================================::::==========================='
211l 530 312.l58 A 185 19 00.5 R S - 1Il4 1111. 9 W
20 532 312.158 A 01111> 45.8 R I~ 3 111l 11.9 W
STAI(E OUT: MANUAL RADIAL
~IANUAL RADIAL
TO DISTANCE
355. ~;33
535 355.333
.
.
Du-r
COORDINATE TABLE' CRP511l5
PREPARED BY' B. U:,URIE
DATE:
--,---:------------_._-----------'-:-------------------------------------------.-----.-.---
TYPE OF STAf(E OUT: ~IANUAl. RADIAL
BACi(S I GHT
FROM
TO
DISTANCE
ANGLE
DIRECTION
:::;:;::==::::::::::==:.;::::::;:;:;.:=;;:::::=.:::::::::::::::::==::.:=:::::=:::=.::::=:.;::::::::::=~:.::.";:::=:::::=::::;::;;.;;:;.:::::=:.:::==:::::=:::..:::::=:==:::::==::::=-~==::::;::::::::::=======::::::=:::::=::::::::::=
26 "'.... 542 .186.552 A 1G8 50 32.1 R S 17 54 48.9 E
26 25 544 :[85. 552 A 0 00 12)0.1<1 R N 6 4522.1<1 W
OUT: MANUAL RADI8L
FROM TO DISTANCE ANGLE DIRECTION
=::::=:::::=::::======:::::::::==:::::::==:::::::::::::==::::===::::=:=;:::;:::::'..:.=:::::.:::::===:::::=:;;:=:::==~=::::==:::::;::::::::::::::~::;:::::::::::;:==::::::::=====::::::::=::::=::::=
27 26 5{~5 232.055 A 193 1,8 37. ~5 R S
27 26 547 232.055 A :~5:1 57 17; 8 R N
TYPE OF STAf(E OUT: 11ANUAI_ RADIAL
BAC!(SIGHT FROM TO DISTANCE f:1NGLE
28 27 126 L 133 A 270 01 3;7.2 R S
TYPE OF STAf(E OUT: MA~IUAl RADIAL
FROM TO DISTANCE ANGLE
29 28 5118 134.255 A 185 23 11..5 R
29 28 550 13/.. 25E. A (<1 01 12.8 R
STAf(E OUT: MANUAL RADIAL
FRO~I TO DISTANCE ANGLE
=====::::==::::::::===:::::::::::::=:::::::::=:::::::::=:::::::::=::::====::::::::=~=::::=:::::=:::::=:::=::::==:::::::::::=::::=::::==========================
30
29
12"1
.375
A 89 59 26. ! .R
N 640119. 8E
TYPE OF STRI<E OUT: MANUAL R~mrAL
FROM
TO
D! STA~ICE
ANGLE
'or REcnON
~===~~=========~===============~==~=============:===============================~
31 30 551 308.782 A 186 41 M.2 R S 25 58 40/2 E
31 30 553 308.782 A (2) 30 53.4 R N 32,'08 '_5f.' caw
MANUAL RADIAL
6.101 A
.
.
OUT
COORDINATE TABLE: CRP505
PREPAREDBY:B.LAURIE
DATE: 8/19/81
------~-..;.--'---_._--------------~~-----------_._.._-----_.~------"-~-'---------------------
TYPE OF STAI(E OUT: ~IANUAL RADIAL
FRO~I
TO
DISTANCE
RNGLE
DIRECTION
===============================~======~========~============~~=~=====~==========~
33 32 55l~ 291. 719 R 193 29 27.7 R S 32 lZJ8 51.QI E
33 32 130 .14.815 A 277 ,,0 36. 1 R S 52 f212 17.4 W
STAI(E OUT: ~IANUAL RADIAL
FROM TO DISTANCE A~IGLE
--_._._---~._-- ---. -- -..--.- ------. - -- -- -- ---"--- -. --_..- --- - - -. ....- ---- --.--.----,-------------.-------
--.------.-----------------------.------.----------------------------------------------
34
34
33
:1.31
556
l.5.795
31111 . 239
R 275 1110 09.8 R
R QI Ql0 I2lQl.t1I R
S 36 3229.5
N 59 2740.3
33
DESIGN WORK LIST
# CENTER ROTRTION POINT #
62
5Q)fZl
*:~+:':-t.::
NORTHING
339082. .384
3{~0828 ~ 258
LINE 14848
V7. t1I1 READY
V7.1l11 RERDY
T TANGENT
FROM POINT NUMBER
pot NT OF INTERSECTION
POINT ON AHEAD TANGE~IT
RAD IUS
TANGENT
EXTERNAL
CHORD
POINT OF CURVE
CENTER POINT
ENDPOINT OF CURVE
.
CURVE
118
122
20
?l5. 154
250. 167
45.793
489.052
527
5.e,,,
.:~.....
529
FIND ANGLE
1. FIRST POINT 118
2. CENTER POINT 122
:'.'>LAST POINT 20
CLOCf\WISE ANGLE 219 55 49.8
COUNTER-CLOCKWISE ANGLE 1.40 1214 1.121.2
UNIVERSAL
DELTA ANGLE
RADIUS
ARC LENGTH
TANGENT.. LENGTH
CHORD LENGTH
MIDDLE ORDINATE
EXTERNAL
SECTOR AREA
SEG!"IENT' AREA
FILET AREA
DEG~EE OF CURVE
~NVERSE
1.. 'TYPE OF INVERSE NORMAL
2. FRO!"iPOINT II 527
3. TO POINT II 528
CUf-;l:VE
39 55 49.8
715. 15i,
499.1I1IJ.
26121. 157
489.052
43.0i,1
45.793
17871.6.529
14119.59111
7602.979
8.0(1)(')
FROM
527
527
DISTANCE
528
716. 137
INVERSE
'.1. TYPE. OF INVERSE NORMAL
2. FRO!"I POINT II 528
3. '. TO POINT.II 18
FROM 'TO DISTANCE
, 52G!
528 "18 731. 29"1
XNy'ERSE
1; TYPE OF INVERSE NORMIlL
. '. 2. FRO~I. POINT II 528
3. TO POINTiI 19.
i'ROl':
. .' 528
. 52S....0
ro
DISTANcE
19
.
4. DISTANCE REFERENCE POINT
DISTRNCE FROI'I REF. PT.
D I RECTI .oN
N 53 08 12.2 E
~!ORTH ING
355614.592
355VJt.j.t~. 218
4. DISTANCE REFERENCE
D I STANCE F RO!"I REF.
D I RECTI ON
51" 48 01. iii W
NORTHING
356121i,i,.21.8
355"732.858
4. DISTANCE REFERENCE
DISTANCE FRO!"I REF.
DIRECTI.oN
S 815626.1 t:.J
TO
TO DISTANCE D I RECTI ON NORTHING
355Qj4L~. 21. 8
529 715. 197 N 86 55 58.J W 356082. 5:::7
l="XND ANGLE
1. F1 RST pO! NT 5;::7
2. .CENTER POINT 528
,3. LAST POINT 18
CLOCKW I SEA~IGLE
COUNTER-CLOCf<WISE ANGLE
FIND ANGLE
1. PIRSTPOINT 18
2. CENTER POINT 528
3. LAST POI NT 19
CLOC/,WI SE RNGLE
COUNTER~CLOCKWISE ANGLE
F.XND ANGLE
1. FIRST POINT 19
2. CENTER POINT 528
LAST POINT 529
CLOCKWISE ANGLE
.CGUNTER-CLOCf\WISE ANGLE
11 39 48.8
348 20 1 L 2
17 08 25.2
342 51 34..9
11 eJ? .35. 8
348 52 2l~.:2
.
.
.
INVERSE
1. TYPE OF INVERSE NoRhAL
2. FROM POINT ~ 532
3. TO POINT It 125
4. DISTANCE REFERENCE POINT
DISTANCE FROM REF. PT.
FROM
532
532
TO
125
DISTANCE
DH1ECTIoN
NORTHING
3569,,1"1.114
358270.551.
1365.51119
~I
31111 11.9W
INVERSE
1. TYPE OF I NVERSE NOR~iAL
2. FROM POINT ~ 547
3. TO PoINT!t 126
4. DISTANCE REFERENCE POINT
DISTANCE FRO~I REF. PT.
TO
DISTANCE
DIRECTION
NoRTHlblG
35541.9.27111
35555111. 8~l5
125
1.209.11189
N 2el ":5 41. 5 W
INVERSE
1. TYPE OF INVERSE NORMAL 4. DISTANCE REFERENCE POINT
2. FROM POINT It 55111 DISTANCE FROM REF. PT.
'3. TO POINT # 127
FROM TO DISTANCE D I RECTI ON NORTHING
550 368922.80eJ
550 127 928.638 N 25 58 4111.2 W :36975'1.
INVERSE
1. TYPE OF INVERSE NORt1AL l" DISTANCE REFERENCE POINT
"-. FROM POINT II ..1....J...:J DISTANCE FROM REF. PT.
3.m POINT ~ 129
TO DISTANCE DI REcnON NORTHING
372072. 158
129 37111. 130 N 32 1118 51.111 I..J 372385.521
ANGLE:
1. FIRST POINT 527
2. CENTER POINT 528
3.. LAST POINT 123
CLOCf(WISEANGLE 11 39 48.8
COUNTER-CLOCKWISE ANGLE 348 20 11.2
P'JtND ANGLE
: 1. FIRST POINT 123
2.'CENTER.POINT 528
3.LASFPOINT 124
CLOCf\WISEANGLE 17 1118 25.2
COUNTER7CLOCKWISE ANGLE 34251 34.8
FIND ANGLE
.i.FIRST POINT 12L,
.' 2. CENTER POINT 528
3.<.LAST POINT 529
CI..OCi(WISEFlNGLE
CDlJNTER'-CLDCf(WISE ANGLE
.
.
PAGEl
OUT
COORDINATE TABLE: CRP506
PREPARED BY: ROWE
DATE: 8/10/81'
TYPE OF STAI\E OUT: ~IANUAL RADIAL
BACf\SIGHT
FROM
TO
DISTANCE
ANGLE
Dr RECTI ON
==~==============~===~=;==================~=========~============================
52 500 <,-;;;41.451 A Ql 0iZ1 0iZ1.iZI R S 22
52 502 241. 451 A 194 2438.3.R N
STAf\E OUT: ~IANUAL RADIAL
FROM TO DISTA~ICE ANGLE Dr RECTI ON
=====================================:===========================================
2 502 548.25:;:; R 0 1Il0 00.0 R S 7 37
2 503 109.701 A I') .ll') 00.0 R S 7 37
'';:. 505 109.701 A 188 /,5 32.4 R N 1 08
OF STAKE OUT: MANUAL RADIAL
FROM TO DISTANCE ANGLE
.,::, 505 28L~. 4Q)2 A 0 00 00.111 R S
3 506 15::.972 A 0 00 00.111 R S
., 51118 153.972 A 161 40 51. 7 R N
STAI(E OUr: ~IANUAL RADH1L
FRO~I TO DISTANCE ANGLE
l. 509 237. 694. A 0 00 011l.0 R
4 511 237.694 A 198 50 37.6 R
OUT: MANUAL RADIAL
.
.
DATE'
MANUAL RADIi'lL
,0 DISTANCE ANGL.E
7 6 1.11 13.Ql5l':l A 27f; :;;0 U..7 R
OF STAf~E OUT: MANUAL RADIAL
FROM TO DISTANCE ANGLE
================================================================================
9
8
121
.832
A 2712l 1212 49. 1 R
s
TYPE OF STAI~E OUT: MANUAL RADIAL.
FROM
TO
DISTANCE
ANGLE
DIRECTION
===============================================================================
8
9
515
232.4912l
A I2l 02 49.0 R
5 17 53- 12.8 E
TYPE OF STAKE OUT: MANUAL. RADIAL
FROM
TO
DISTANCE
ANGLE
DI RECTI ON
================================================================================
'3
1121
113
13.872
A 275 i,l 54.0 R
S 89 28 56.4.,E
STAf~E OUT: MANUAL. RAD I AL.
FRO~I
11
TO
DISTANCE
114
14.289
MANUAL RADIAL
TO
517 234.053
RADIAL
A III QlQl
14.985
.
.
OUT
COORDINATE TABLE: CRP5f115
PREPARED BY'.ROWE
DATE:
---.-.----_._------_._---_._----~~----------,----~----------------.--.--------------------
TYPE Of STAKEOUT: MANUAL RADIAL
FJACf~SlGHT
FRO~I
TO
DISTANCE
ANGLE
==============================~===========================:======================
13 14 1.1.7 ll~. 428 >l 0.";. 31 1i11..9 R S SI1J 11. 21.1 W
13 14 520 287.890 A 167 46 44.4 R N 15 29 55.4 W
TYPE.OF STAf~E OUT: ~IANUAL RRDIAL
FRO~I TO DISTANCE ANGLE DIRECTION,
==========================================================~======~==============
14 15 521 265. 44l~ A vJ 0(1) 0\1.11J f< S
Ii, . 15 523 255. (,44 A 190 35 12.9 R N
, TYPE OF STAf~E OUT: MRNUAL RADIAL
BACf<SI GHT FROM TO DISTANCE I'1NGLE
,.================================================================================
15 15 524 204.'128 A 0 00 11J11J.11J R S
15 15 119 14.555 R 81 51 59.3 R S
STRf<E OUT: MRNUAL RADIAL
FROM TO DISTANCE ANGLE
17 1211J 14.379 A 0'-' 09 31. 4 R
~<..
17 525 202:.472 A 164 f114 27.9 f<
.
.
DES:rGN TRAVERSE "CRP51Zl6A"
8/19/81
COUNTY ROADPRiJJECTS/ msc. SURVEYS
VARIOUS
-------------.----.-.---.----------------.--------.-----------~.-----------------------
JOB # 1
PROJ. ENGR..' G. ROWE/B. LAURIE
PREPARED BY: B.LAURIE
CRP506A Froft\ 62 (339~82.38411535514. 140) To 52 (339G82.384,1536514.140)
CRS
=================;==========================================================~===
FROM
TO
DISTANCE
FEET
Dr RECTI ON
NORTHING
38 554 556 CENTER = 555 ROTATION CCW 373951. 9h7
DELTA 27 18 49.3 RAD IUS = 2864.789 CHORD
CHORD BEARING - N 45 48 15.6 W -::," ARC 1365.685 TANGENT
556 34 181.:';.939 N 59 27 4i21.3 l, 374873.594
3{~ 62 37121..447 S 15 23 21. 3 E 339082.' 384
OUT
iOORDINATE TABLE' CRP505
PREPARED BY' ROWE
.
.
DATE'
FROM
---------------------------------_._--------------~-------.-".,.--------------.--------
D I RECTI ON
TYPE OF STAKE OUT' MANUAL RADIAL
TO
DISTANCE
ANGLE
=====::.::::========:.::=====================:::::=:::=:=:::::;;;=========:::::::::::==:::=:::==========:=========-::::
52
62
5!210
502
241. 451
241.. 451
FRo~1
STAI\E OUT: MANUAL RAD I AL
DISTANCE
TO
A !21 00 00.0 R
A 19424 38.3 R
ANGLE
S 22 01 50.4 E
N 7 3712.1 W
DIRECTION
=======~============================================================:============
2
2
503
505
109.701
IG9.7!211
FRO~I
OF STAI\E OUT: MANUAL RADIAL
DISTANCE
TO
A 0 00 00. 0 R
A 188 45 :52. 4 R
ANGLE
S 7 37 12. IE
N 1 08 20. 3 E
===~=====================:::====:::::==:============~==========================:::::=====~=
DIREcnON
2 .~ 505 28A.425 A o 00 00.0 R S 1 08 20.3 W
2 :;, 505 153.972 A 000 00.0 R S 1 08 20.3 W
2 :;, 508 153.972 A 151 40 51.7 R N 17 10 48.1 W
TYPE OF STAI,E OUT: MANUAL RADIAL
FROM
4
4
509
511
OUT:
TO
DISTANCE
237.594
237.594
RADH1L
ANGLE
A 000 0121. 0 R
A 198 5121 37. 5 R
S
N
.
.
DATE:
MANUAL RADIAL
================================================================================
FROM
ro
DISTANCE
ANGLE
DIRECTION
15 521 265. LL28 A 0 00 00.0 R S 15 29 55.4 E
15 523 265.'428 A 190 3512.9 R N 45L~ 43.5W
STAKE OUT, MANUAL RADIRL
FRO~I TO DISTANCE ANGLE
15 15 524 204.591 A (() 00 00.0 R S
15 15 U9 11..551 A 81 52 02.7 R S
MANUAL RADIAL
TO DISTANCE
120 U..374
526 20:';.435
.
.
.DES:!:
TRA.....ERSE "CRP5I2jEA"
8/11/81
COUNTY ROAD PROJECTS/.MISC. SURVEYS
VARIOUS
JOB t~ 1
PROJ. ENOl<. , G.ROWE/B.LAURIE
PREPARED BY' ROWE
---------'-----_._-_._---------,---;~._-----_.__._---~-_._-----._---------------------_.~,,---
FrCIM 62: (339082. ~;8L~1 153E51t~. 14.eJ) To 62 (339082. 384, 153651L~. 140)
FROM
TO
DISTANCE
FEET
DIRECTION
NORTHING
-------------------.-----------------------------------------------....-.--------------
-----------------~. - ----------------------.--.-- -------------------.. ------.-----------
518 520 CENTER = 519 ROTATION CCW 35175L~. 522
35 37 27. 1 RAD !US = 28St~. 789 CHORD
BEARING .. N '7.' i,8 47.1 E ARC 183L 209 TANGENT
520 521 43l,. 190 1\1 1 C' 29 55.4 W 3521.72.898
...J
521 523 CENTER = 522 ROTATION CW 352593.095
10 35 12.9 RADIUS _. 285L~. 789 CHORD
BEI'IRING = N 10 12 20.0 W ARC 529.345 TANGENT
17 523 524 1155.948 ~I 4 54 43.6 W 353854.592
. 18 52i, 525 CENTER - 525 ROTATION CCW 3545:11. 3<1121
DELTA 31 5704.2 RADIUS = 1432.395 CHORD
CHORD BEARING = N 2~ 5" 15.7 W ARC 798.780 TANGENT
'"
525 62 15654.474 S 7 47 39.5 E 339082.384
.000
. .
TRAVERSE uCRP5tZt6Au
8/11/81
COUNTY ROAD PROJECTSI MISC. SURVEYS
VARIOUS
JOB '* 1
PROJ. ENGR.' G.ROWE/B.LAURIE
PREPAREO BY' ROWE
-....---~-.-.---~-.---------- --'-~------------~------,--~"--'----'~ ----------------.--- ---,--
FROM
Fro,", 62. (3~;9i2182. 384,153651(,.1/,0) TQ 62 (339i2182.384, 1536514. 14i21)
NORTHING
TO
D ISTA~ICE
FEET
DIRECTIO,\I
=======================================================:=========================
62 5i210
500 502
= N
503
505
BEARING = N
5 505 506
50S 508
-. N
509
51J.
= N
512
514
= N
515
1883.506
CENTER = 5i211
14 24 38.3
1l. 49 31. 2 W
438.599
CENTER = 5i214
8 l~5 32. (./.
3 1l~ 25.9 l.J
130.453
CENTER = 507
18 :i.9 08.3
8 01 n.9 W
1421. 922
CENTER '" 5iCil
1850 37.6
7 4529.3 W
522.239
CENTER = 513
1933 02.3
8 06 41. 6 W
N 22 i211. 50.4 W
340828.258
1535807.6'14
ROTATION
I,ADIUS
ARC
CW 341291.37i21
19i1l3.859 CHORD
48i21.354 mNGENT
N
737 12.1 W
341726.070
rlOTATI ON
RAD IUS
ARC
CW 3419/'.4.469
1432.395 CHORD
218.975 TANGENT
N
1 08 20.3 E
~:42i1l74. 888
ROTATl ON
RAD IUS
ARC
CCW 342375.914
951,,929 CHORD
:S(il5.316 TANGENT.
N 17 10 /,8. 1. W
34373',.31.i2I
ROTATION
RADIUS =
ARC
CW 344198.963
1432.395 CHORD
471..12194 TANGENT
N
1. 39 49.5 E
344720.951
ROTATION
RAD IUS
ARC
CCW 345683.957
:2864. 789 CHORD
977.532 TANGENT
1882.315 N 17 53 12.8 W 347L~75. 183
CENTER '" 516 ROTATION CW 34875fll.024
39 1/l0 43.4 RADIUS '" 1909.859 CHORD
1 37 08;9 E ARC !3i210.402 TANGENT
1293.591i1 N 07 30.5 E
.
.
FIT TANGENT
1. FROM POINT NUMBER
2. POINT OF INTERSECTION
~. POINT ON AHEAD TANGENT
4. RADIUS
5.: TANGENT
6. EXTERNAL
7. CHORD
8. POINT .OF CURVE
9. CENTER POINT
1~. END POINT OF CURVE
CURVE
15
U8
18
1/,32. 31/)9
41111.1/)48
57.539
788.423
524
525
526
:'f-::*==+= DESJCGN WDR~< LX8T ***=
ITEM # CENTER ROTATION POINT # NORTHING EASTING
1 51211/) 340828.258 15358"'7.574
51/)1 CLOCI(W r SE 341544.6"'8 1537577.975
51/)2 341291.370 1535685.12l96
512l12l 34~828.258 153581217.574
501 CLOCI(W r SE 341.544.612l8 1537577.975
5(2)2 341291.3712l 1535685.12l95
51213 341'126. 12l712l 1535626.940
51214 CLOCI(W r SE 341915.998 1537:2146.612l12l
51215 34194t,. 459 1535614~574
506 3l~2Q)74. 888 3.535617.157
51217 COUNTER-CW 34212l93.868 1534662. 4.84
508 3l,2375.914 1535574.751
51219 343734...31lll 1535154;775
5112l CLOCI(WrSE 344157.378 1535523.177
511 34M 98. 963 153512l91. 472
512 344721/).951 1535112l6.534'-
513 COUNTER-'CW 344812l4. 122 1532243.225
51l, 345683.957 1534969.379
51.5 3L~7475., 183 1534391.'282
CLOCI(W I SE 348C1l61.7412l 15362(2)8.718
51"7 348750.12)24 1534427.31.8
5:\8 3l,9956.61/)7 1534893~ 508,'
COUNTER-CW 3512l989.C1l3l, 1.532221. 41217
520 351754.522 1534981. 853
521 352172..898 1534865.835
CLOCKWISE 352938.385 1537626; ~<:812l
52;') 352593.12l96 1534772.184
524 353854.692 1531,672.353
COUNTER-CW 353732.'047 1533Z45'~. 304 .
525 35l~591.3iZ1fZ) 153'4391.251'
. .
!='J:ND ANGLE
1, FIRST POINT 512
2. CENTER POINT 513
3. LAST POINT 11l
., CLOCKW I SE ANGLE 350 1214 43.5
'. COUNTER-CLOCKWISE ANGLE 9 55 16.5
Fl:ND ANGLE
1. FIRST POINT 11.1 2-
2. CENTER POINT 51.3
3. LAST POINT 511.
CLOCf~W I SE ANGI_E 35t!1 ..::...::. 11..2
. 'COUNTER--CLOCf{WISE ANGLE 9 37 it5.8
','.1'" I: NO ANGLE
1. FIRST POI NT 515
2. CENTER POINT 516 3
3. LAST POINT 113
CLOCKWISE' ANGLE 18 24 1.6. l
COUNTER-CLOCKWISE ANGLE 341 35 43.9
'F.IND ANGLE
1. FIRST POINT 113 4
2. CENTER POINT 516
.3. . LAST POINT 11.1.
CLOCf~W I SE ANGLE 13 37 16.8
COUNTER-CLOCl\WISE ANGLE 346 .;..... 43.2
FIND ANGLE
,"t. PI RST POINT Ill.
2; CENTER' POINT 516
"3. LAST POINT 517
'CLOCKWISE ANGLE
.'j'.CQLJNTER'-CLOCKW I 6E ANGLE
'cF..:! NO ANGLE
: I/PIRST POINT 518
,.2. CENTER POINT 519
3. LAST POINT 116
CLOCKWISE ANGLE
POUNIER...CLOCKWISE ANGLE
CPXNri ANGLE
i.fIRST-pOINT 116
.2...CENJER POINT 519
". 3.LAST< POINT 117
CLOCKWISE ANGLE
COUNTER-CLOCf,W r SE ANGLE
:.fXND.. A!'-IGLE
'. i.FIRST POINT 117
ir'2.CENTERPOINT 519
;:.3~ LASJ ,pou"r 520 (.!
'CLOCKWISE .ANGLE 354 15 48. 1 f.I
COl,iNrER:'CLOCKWISEANGLE 5 44 1.1. 9
6 59 10.5 5"
353 00 49.4
342 10 35.5 (p
17 49 24.5
7
345 56 09.3
13 1213 5121.7
.
.
"CRP512l6A"
MISC. SURVEYS
JOB # 1
PROJ. ENGR.: G.ROWE/B.LAURIE
PREPARED BY: B.LAURIE
14m Te. 62. (33911l82. 384, 1536514. 1M))
ROTATION
RRDIUS =
W 3" ARC
CW 341291.385
1909.974 CHORD
4811l.383 TANGENT =
1535685.1Il94
479.118
241. 466
N 7 37 12.1 W 341726.1Il63 .1535626.9411l
504 ROTATION = CW 341944.475
RADIUS = 1432.481 CHORD
~ ARC 218.988 TANGENT =
N 1 08 20.3 E 34211l74.879 1535617.167
51117 ROTATI ON CCW 342375.923
RADIUS = 954.987 CHORD
2: ARC 31215.335 TANGENT
N 17 1 III 48.1 W 343734.296
51 III ROTATION CW 344198.978
RADIUS = 1432.481 CHORD
W .1:.. ARC 471.123 TANGENT =
N 1 39 49.5 E 3447211l.921 1535111l6.633
513 ROTATION CCW 345683.985
RADIUS = 2864.961 CHORD
!:: ARC 977.5911l TANGENT =
S 13 II1l 12.7 E 339082.384
.
.
DATE:
ANGLE
241. 466 III IIlIll 1Il1ll.11l R S
241.466 A 194 24 38.3 R N
RADIAL
TO DISTANCE ANGLE
511l2.P,T 548.285 A IZl 1Il0 1Il1ll.1Il R S
511l3f.(. 111l9.708 A III IIlIll 011l.0 R S
511l5P,T 11219.708 A 188 45 32.4 R N
MANUAL RADIAL
TO DISTANCE ANGLE
284. A IZl 011l 1Il1ll.0 R S
153.981 A o 00 011l.0 R S
153.981 A 161 4051.7 R N
RADIAL
ANGl.E
A o 00 011l.0 R
A 1985037.6R
.
.
TO
DISTANCE
FEET
DlflECTION
NORTHING
===============================================::================================
521 523 CENTER = 522 ROTATION CW 352693.128 1534772,181
10 35 12.9 flADLUS -- 2861...961 CHORD 528. 625
BEARING = N U?J 1 c' 20, I1J W ARC 529.377 TANGENT 265.444 .'
".,
523 524 1165.797 N L, 54 43.6 W :-'::;5385LJ.. 6l!.3 1534572. 357""
524 526 CENTER = 525 ROTATION CCt" :::;54591.341Zl 1534391.221,
:,;1, 57 1Zl4.2 RAD IUS - 1432.481 CHORD 788.517-
= N 20 5-' 15,7 W 14RC 79F-). 1328 TANGENT 410.097
-'
526 62 ],5553.578 S 7 47 39.8 E 339~82.384
PERIMETER = 31738.418
CLOSURE ERROR = .1Zl1Zl1Zl
581.352L.,L.99 ,SQUARE FEET ,
1:::;4.1489 ACRES
---~--------------~---------------------------------------------~----------------
.
.
TRAVERSE "CRP512l6RT"
6/4/81
COUNTY ROADPROJECTSI MISC. SURVEYS
VARIOUS
JOB # 1
PROJ. ENGR.' G.ROWE/B.LAURIE
PREPARED BY: B.LAURIE
-....-----.--------------------------------------------------------.--.---------------
Fro~l 1 (34111J56, 699, 1535742.11J84) Tol (341056.699,1535742.084)
================================================================================
FROM
TO
DISTANCE
FEET
D I RECTI ON
NORTHING
BS. BS. ------ --- N 22 04 17.11J W 341056.599 1,535742,084
2 1 2 789.704 N 7 39 38. 1 W 341839.354 1535636.813
3 * 2 3 394. 103 N 1 05 54.2 E 342233.385 1535644.367
4 3 11110 1399.598 N 17 13 13.4 W 343570.243 15352311l,019
5 * 3 4 1813.479 N 1.7 13 14. 1 W 343965.569 1.535107.485
6 * 4 5 764.11185 N 1 37 23.5 E 344729.347 1535129. 129
7 * 5 6 492,523 N 1. 51 58. 1 W :::;45221. 61119 1535113.090,
8 * 6. 7 51114.1114111 N 14 48 04.7 W 345708.924 1534984'.324
9 * 7 8 111176.911l7 N 17 52 59.4 W 346733.799 1534653.631
10 8 9 1015,818 N 17 58 27.8 W 347700.11140 1534340.158
11 * 9 10 384.289 N 5 13 16,4 W 348082,734 153431115, 187
12 * 10 1.1 456.287 N 7 14 1117.0 E 348535.388 1534362~653
1.3 * 11 12 1809. 159 N 21 1115 04,6 E 35tll223.424 153511113.491 "
14 * 12 13 612,306 N 9 28 23.3 E 3512)827.380 1535114.268<
15 * 13 14 655,11194 N 3 19 06.8 W 351481. 375 153511176.346/:
16 * 14 1.5 987.353 N 15 32 22.4 W 352432.636 1534811.831'{
17 * 15 16 1635.969 N 4 57 09.6 W 354062. ,.97 1534670. 593\':
18 .* 16 17 396.083 N 20 58 41.7 W 354432.326 1534528. 7911l1,:;
19 *, 17 18 1630,259 N 36 54 13.8 W 355735..953 1533549..863_h:'
'20 * .18 19 217,742 N 15 1.8 39,9 W 355944.931 1533488. 709!;!;
21 * 19 20 654.491 N 3 01 35.:9 E 356598,509 153352~,..:267nn
22 .. 2111 21 1677.677 N 3 17 24.7 W 358273,421 1533426, 980;j;c
23 .. 21 22 81115.12120 N 3 02 40.3 W 359077.,3l215 153338'4'~ 223'~,~
24 >I< 22 23 1428. .1Il19 N 10 19 40,9 W 360482. 186 " 1533128. 211J3,01
25 >I< 23 .'24 2385.503 N 2 41 48.4 E 362865,047 15332l,0. 442"1
26 * 24 25 953.674 N 17 57 15.9 W 363772.279 1532946.462\;
.27 .... 25 26 1442.480 N 6 47 48.111 W 365204.622 1532775.75121.,
.'28 >I< 26- 27 1441.12158 N 211l 36 25.3 W 366553.476 1532268.560.'.
.29 .. 27 28 2405.179 N 2(2) 40 44.7 W 36881213.697 1531419,212,::
.30 >I< 28 29 1062.83121 N 26 02 19.0 W 369758,648 15309,52~' 6,54 ~ ,,";
,,31 >I< 29 30 2283.932 N 26 00 32~,3' W 371811. 275 1529951:123
,'.~:<:;;'2':+1 30 31 578.899 N 32 42 111l.4W 372382,557 1529584.325
. 3:';. >I< 31 32 1028,051 N 31 5121 53~ 1 W 373255.;836 152912141;855
"'34 >I< ':32~,. 33 7~/6.553 N 45 40 44.7 W 373798~396 1528486.279'
35 .>1< 33" 34 2115.051 N 59 3111 06.3 W 374871.809 1526663,' 857.
36 "' 34 35 3546.12191 S 2 42 33.6 W 371329.682 1526496.237
37 ~ 35 36 511l03.832 S 6 21 11J7.5W 366356.57121 1525942; 625 .
~38 '" 36 37 1567.551> S 4 22 45.8 W 364793,590 1525822;926
'39.,!I'''' 3-1 38 513121.318 S 12 43 41Zl.7 W 359789.3411l 1524692; 61212'.
40 ~h 38 39 4141.767 S 30 57 41.6W 356237.722 1522561. 8 P.'
;',,'-',.';:/'-;:",:'.:._,'..}:,;,,':<:i,:,', ..,-' ,;:_ , ' ,.-",:',':,': "," "",,:,, " ":'~ -,<,,>,': "':'::':::','<'
';:::;',.::::"':;.:':_::',,:::':',.':":>_';,"...:-::,:'",:'..,'''''_.':'''''::: :" , ,-_-",., ",',: ':.,"'-'.:'i"::",",':::->::,/\.:
.c-,'..,......,.".-,..;.. ';:'" -.>',' -, "'.. ,"'>" ,.....:. ,'.. -,' ',' .', .. " " -,- ", ,'.' . '.' ".,' ",' '""..... . "'.-',-'".:.:.,
;~~2~~~~_~~-~~~~~~~~~~------~-~~~-----~---~~--~~-~--~~-~-~~~~~~-~~~~~~~~~-~-~~~
,',JEFFERSON .,COUNTY
CD.U~THOUSE:~ PORT
<212l6) . 385 :::;;512l5
DEPT. OF PUBLrC W6~k~
TOWNSEND~ WA. 98368
.
.
THAVERSE "CRP512l6RT"
614/81
COUNTY ROADPROJECTSI MISC. SURVEYS
VARIOUS
JOB II 1
PRDJ. ENGR.: G.ROWE/B.LAURIE
PREPARED BY: B.LAURIE
'CRP51216RT FrCO"ll (34112156.699, 15357,,2.11J8,,) T';).1 (341055,699,15357,,2. (84)
CRS
FROM
TO
DISTANCE
FEET
DI RECTI ON
NORTHING
================================================================================
41 * 39 4121 1757.643 S 6 55 36,5 W 354492,91218 1522349.843
42 * 4121 41 2820.075 S 1 56 1217.3 W 351674.442 1522254.603
43 * 41 .42 574.795 S 31 03 00.7 W 351182.12106 1521958.13121
44 * 42 43 1123.001 S 58 17 42.9 W 35121591,821 1521002,718
45 * 43 44 844.749 S 36 25 37.8 W 349912, 126 152121501. 105
. 46 * 44 45 1202.29121 S 39 54 46. 1 W 348989.943 1519729.691
>,47 * 45 46 2609.027 S 48 11 33.5 W 347250.692 1517784,947
48 * 46 47 1777,701 S 31 37 48.7 W 345737.068 1516852,659
49 47 48 1609.326 S 0 02 33,1 W 344127,742 1516851.465
..511J * 48 49 712.611J5 S 37 33 44.4 W 343562.867 1516417.044
51 * 49 5121 1524.334 S 62 58 15.3 W 342870. 145 1515059.204
52 * 50 51 4207.729 S 66 15 15.3 E 341175.782 1518910.712
53 50 52 722.561 N 57 41 03,4 W 343144.508 15143911l.759
54 * 51 53 633~577 S 62 30 53.4 E 340883.374 1519472,777
55 53 54 6184.972 S 44 51 36.1 E 335499.266 1523835.515
, 56 54 2150.310 S 45 46 08.2 E 334999.3111J 1525376,282
57 * 55 4058.292 S 45 46 1218.2 E 332168.433 1528284. 181
\>58 * 55 56 2487,869 S 73 32 50.8 E 331453.816 15306700183
. >59 * 56 57 3946,056 S 74 34 1215.9 E 330413.813 1534473.977
6111 * 57 58 1673.984 N 18 56 44.4 E 331997,111 153512117.472
.61 ,It: 58 59 3741.116 N 18 55 15.3 E 335536.084 1536230. 577.
62 * 59 6111 2730.994 N 13 46 55,0 E 338188.447 1536881. 188.
63 * 60 61 512,317 N 19 35 39.1W 338671.097 1536709.379
64 * 61 62 449.419 N 22 1114 15.8 W 339087.582 1536540. 511l7'
65 .. 62 63 2124.8311l N 22 1114 16.4 W 341056.699 1535742.081,
66' 34 341 459,522 N 6 48 14,7 E 375328.095 1526718.299
','67 341 342 363~475 N 5 23 1115,5 W 375689.966 1526684.189
:68 342 343 228.056 S 88 09 43.121 E 375682.651 1526912.127
69 31 311 652.979 N 32 43 10,4.W 3729',I1J, 339 1529225.967
70 311 312 390.942 S 61 28 17.9 E 372753.628 1529569.441,
,71':' 312 313 171.51216 N 1 09 16:6 E 372925.099 1529572, 891'.
72 57 323 305.31215 N 74 19 32.9 W 33111496,566 1534179.063
'.,J3 54 324 36.918 S 75 29 39. 1 E 33649111.019 1523871.256
......<. .....:. ............. ........ ',' '.......,., '" ," ,....c.
:':'<:':'i.."':,''',':, ..',:.-.........::.,:....,'.
::.,....:':.......:......':......'.... ..... .. .... .. '-'0'
'- ':"'" >. '." -',,:,':
,0,.""';:_-"':'''''' :' ',',',',',."-
/""':"'::'::'::'/:;;;-:'_':,,',i'p,'::..,;:,..'., ,','p, ,::'::.' ""."'"""'",,',,:',-:,:,.:,:':,.,,.':',:,':,::;-('
',;':"".,".",:, ,'''',,':.' ", ' ""'" ',.', .' ,,,' ,-' "',,' ,',,",'_-',,-'C'
> "'-",-,,""",',"':, """,-"":",-,:',,, "", "":>',,'::,,"
"':'",,,',:;,,',,",,,:,',,' :,",',.'"'.',,,'-':,.', '-,'"--:,'",,,:' "'''' "'" ", ,"':,':'"',','.',, ."",'.', '
/,'".', :,-',' ',', ,.
"",'.,-- ","..'"", ,',,',"',' "'.', ,'", ';, '-,,"',' ,,-, ',,'.',' ',' ",,'.
",",,',', ",-,,',,',',,' ,,':.. ',"'''' '",' -; ,"',' __ " '" " ',', J
""-,'",' "',''',, ","" , , ,',' ,,-,. ,,',' " " , '" ..", ,', ' ',."-',', "''-'',''
----------------------.------------------------------ ------..---------------------
,.Y3E:F=:FERSDN COUNTY DEPT. OF PUBLIC WORKS
~~CPURTHDUSE~ PORT TOWNSEND. WA. 98368
<212l6)'~B53512l5
.
TRAVERSE "CRP512l6"
6/.3/81
COUNTY ROAD PROJECTSI MISC. SURVEYS
VARIOUS
JOB # 1
PROJ, ENGR.: G,ROWE/B.LAURIE
PREPARED BY' B.LAURIE
"CRP511J6 From
--------------------------------------------------------------------------------
00011J1Zl1<l,20000l?J) To 1 0011J000,20(000)
CRS FROM
TO
DISTANCE
FEET
DI RECTI ON
NORTHING
===============================================================~=~==============
BS., BS; 1 ------ --- N 22 00 02.0 W 100000,000 21Zl0000.000
2* 1 2 789.704 N 7 35 23. 1 W 100782.'185 199895.697
'3'''' 2 3 394. 103 N 1 10 09, ,3 E Hl1176. 806 199903. 738
4 3 100 413.881 N 17 08 58.4 W 101572.285 199781. 699
5 * 3 4 1813.479 N 17 08 59, 1 W 102911J9.653 199368.998
6 * 4 5 764.085 N 1 41 38.5 E 103673.403 199391.586
7.*, 5 6 492.523 N 1 47 43. 1 W 111J4165.685 199376, 156
8* 6 7 504.l?J411l N 14 l~3 49. 7 W 104653. 158 199247.992
9* 7 8 111l76.907 N 1'1 48 41..4 W 105678.442 198918,566
10 * 8 9 1015.818 N 17 54 12,8 W 106645, 069 198611J6.288
/',11 * 9 10 384.289 N 5 09 01.4 W 107027.807 198571.790'
12 '." 10 11 456.287 N 7 18 22.0 E 107480.389 198629,816
13.* 11 12 1809. 159 N 21 09 19.6 E 109167.61.9 199282.741
14.'* 12 13 612.306 N 9 32 38. 3 E 109771.450 199384.264
15 *' 13 14 655.094 N 3 14 51.8 W 110425,491 199347.151
16* 14 15 987.353 N 15 28 07. 4 W 111377.078 199083.812
17* 15 16 1635.969 N 4 52 54.6 W 113007. 113 1989l~4,. 589,
18 '" 16 17 396.083 N 20 54 26. 7 W 113377. 117 198803.244
i'.'19 * 1.7 18 1630.259 N 36 49 58. 8 W 114681.954 197825.928
20 * 18 19 217.742 N 16 14 24, 9 W 114891.007 197765, 033:
21* : 19 20 654.491 N 3 05 50. 9 E 115544.541 197800. 399 '.'
22 )f1':' 20 21 1677.677 N 3 13 1Il9.7 W 11721.9.571 1977.06.182'...
23 * 21 22 805.020 N 2 58 25.3 W 118023,507 197664.420'
24 * 22' 23 1428.019 N 10 15 25.9 W 119428. 704 197410. 136/<
25 *. 23 24 2385.503 N 2 46 Ql3.L~ E 121811. 425 197525;321
26 !l< 24 25 953.674 N 17 53 00. 9 W 122719, 019 197232; 463
27 ~.' 25 26 1442.480 N 6 43 33,0 W 124151.572 197063.522,
.28 * 26 27 1441.058 N 20 32 10.3 W 125511l1, 052 196558;.000
29. * 27 28 2405.179 N 20 36 29,7 W 127752.321 195711. L.34
'''.'311l * ,'28 29 1062.830 N 25 58 04.0 W 128711l7.848 195246.058
31 '" 29 30 2283.' 932 N 25 56 17.3 W 130761.712 194247,065.:'
32 .", 30 31 678.899 N 32 37 55,4 W 131333.448 193880.974'
:\33* 31 : 32 1028.051 N 31 46 38.0 W 132207.396 193339. 58t,'.'
:;{~;,~g i:: .... 32 33 "176.553 N 45 36 29.7 W 1.3275fl1.642 192784. '679:'
33 34 2115;051 N 59.25 51.3 W 133826.308 190963. 586,(
-;>'.':!:;:3S: *= 34' 35: 3546.091 S 2 46 48,6 W 131Zl284.391 190791; 586 '
:;'7* 35 36 5003.832 S 625 22.5 W 125311. 967 190231.827
'38.'* 36 37 1567.556 S 427 00.8 W 123749. 137 1901100195
,39* 37 38 5130.318 S 12 47 55.7. W 118746.287 188973.685 .
4111 :*-:: 38 39 4141. 767 S 31 01 56.6 W 115197.306 1~6838;5H.
;
...., .:-'_.,-...."....., ,'",.,. ,'-,- ", ...... " ,- .. .-..,..:...... ....-
";\ ...~:.,.<:...,.._'.::<: :.'...'.-.:-.,'::'..'....:. .:.':.."::::'. ,,:: .,': ,.,.:.,,'. ..... ::',', ".,..... ':.,:. ...,'..:.., . ,',I ;,'
fG0S.2.C~j.E.__~JJ0______.____-'________.,____________________-------'--------------_S2___2'
j~"'~E:FF-ER:SON. COUNTY .D.EPT~ "DF~U..B. L. I..C...........w.....O. R~.5S................
~';i',~~~'i.-l~~~.E3:5.RT TOWNSEND, ....A-98368 ..... ..' .........
. ':t:;,: .'
.
.
TRAYERSE "CRP512l6LL"
6/4/81
COUNTY ,ROAD PROJECTSI MISC. SURVEYS
" VARIOUS
JOB # 1
PROJ, ENGR.: G,ROWE/B.LAURIE
PREPARED BY: B,LAURIE
.:'._---------------------------------,-----------------.-------,--_._------------.------
CRP51216LL Fro~1 43 <:35111591.821, 152111J02. 718) To 10111 (343570.243,153523111.019)
================================================================================
FROM
TO
DISTANCE
FEET
DIRECTION
NORTHING
BS, 43 ------ --- S 58 17 42.9 W 35111591.821 1521002.718
*' 43 711J 375.722 S 58 20 32.8 E 350394.627 1521322.532
3 *' 70 71 920.657 S 51 11 37.3 E 349817.661 1522039,972
4 *' 71 72 296.629 S 24 48 33.6 E 31.9548,408 1522164.437
5 *' 72 73 1317,178 S 0 13 08,4 W 348231.239 1522159.4lZl3
6 *' 73 74 983.334 S 39 24 02.4 W 347471.391 1521535.242
7 *' 74 75 1092,148 S 11 22 55,7 W 346400.723 1521319.704
8 *' 75 76 818,376 S 22 06 07.3 E 345642..485 1521627.624
9 *' 76 77 1052.444 S ~~ 14 01..4 E 344668,297 1522025,868
"-"-
1111 *' 77 78 450.264 S 39 21 44.9 E 344320. 176 1522311.436
11 *' 78 79 1611,843 S 70 43 2111.4 W 343788.lZJ32 152111789,970
12 *' 79 8111 325.350 N 73 41 51. 9 E 343879.359 1521102.2411l
,,13 *' 811J 81 1311.753 S 65 30 28.3 E 343356./-1.64 1522311J5, 268
14 *' 81 82 652,382 N 54 13 27.2 E 343737.856 1522834,553,
15 *' 82 83 61117.722 S 87 58 28.4 E 343716,377 1523441.895
15 '" 83 84 1871. 856 S 88 07 23.9 E 343655.077 1525312.747
,17 '" 84 85 778,560 S 88 04 34.4 E 343628.94111 152609111.868
18 *' 85 86 525.594 S 81 17 26.9 E 34351,9, 355 152561111.41112
19 *' 86 87 l11J82.933 S 80 33 14.9 E 343371.629 1527678.651'
20 '" 87 88 488.11173 S 70 20 58.5 E 343207,50111 1528138.3011l
21 *' 88 89 369.874 N 72 50 15.0 E 343:516~' 643 1528491~704
"22 >1<, 89 9111 331.381 N 23 14 4111.5 E 343621.125 1528622.486
23", ,9111 101 107.715 S 87 47 04. 1 E 343616.961 152873111.121
24 *' 90 91 229.879 N 57 21 27.0 E 31.3745. 121 1528816;056
25 '" 91 92 214,I1J19 N 86 42 57,0 E 343757.381 1529029.723
"26 >I< 92 .93 895, 15111 S 60 28 28.6 E 343316.243 152981118.627
27 >I< 93 94 508.542 S 35 13 24. 1 E 34290111,8111l 1530101;936
28 *' 94 95 10411l.394 S 64 48 28.6 E 342457.962 153101.3.374:
, 29 ~, 95 96 461.411 N 79 57 29.9 E 342538.l~ 16 1531497,718
.'30 *' 96 97, 793.228 N 43 22 29.9 E 343114. 993 153212142.482'
, 31 *" ,97 98 1302,799 N 67 59 30.7 E '343603.202 1533250.347
,'32 *' 98 '39 61.3.530 S 88 54 08.4E 3435911J.874 1533893;759 '
33 >I< 99 1011l 1334~'772 S 89 04 42.5 E 343569.41117 1535228;,359
";:,:,:.,.',::',:':-:"
. Mo;!o3.sUredDice.ctfoll Of Ano'therLine (S 17 13 14 E) Is A 108 08 31 ~ 5 L
An9u.1 aT ErrqrOf Clo!';ure 15 o DEGREES, ' 0 MINUTES, AND 0 SECONDS
,":-,<"'",';<";,:.'.-,-
"'}':::'"',,'::'::,:,--'.,',_:_:',,I
.. PERI METER," .:24687,.798 CLOSURE ERROR = 1.859 ATN 63 15 46. III E
." l' IN 13:28111,,)
'''",''""":,',,,, ,<',.-' "",,'.-,'- '-":0,'
~~~~-~~~-~---~--~~~-----~-~-~-~-----------------------~--~----------------~--~~-:
DEPT. OF PUBLIC WORKS
TOWNSEND~ WA. 98368
;,)"EF;'F':ERSON COUNTY
CPUR"!,HOLJSE,. PORT
<:2I2lS) 385 351215
. F I 0 C..l TN /1\) Pl/'[
PflJEl
"CRP512l6"
5/'2/81 JOB II 1
COUNTY ROADPROJECTSI MISC. SURVEYS PROJ. ENGR. : G,ROWE/B.LAURIE
VARIOUS PREPARED BY: B.LAURIE
-..---.----------------------..--------------------------------
*"'****~ DISTANCE CORRECTION DATA --
DISTANCE MEASURtll
TO FEET DIRECTION NORTHING EASTlNG DISTANCE TEMP SlOPE ANGLE
-------------------------------------------------------
----------------------------------------------------
BS. BS. 1 N 22 00 Il2 W 1000011. e~o 2'l01l\l0.000
2 * 1 2 789.707 A 194 24 39.5 R 100782.788 199895.699 789.770 NO 269 38 09 Z .999940110 NO
3 * 2 3 394.103 A 188 45 33 R 101176.810 199903.743 394. 127 NO 269 56 30 Z .999940110 NO
4 3 100 413.881 A 161 40 52.3 R 101572.290 199781.705 414.247 NO 267 40 30 Z .99994000 NO
5 * 3 4 1813.491 A 161 40 52.,3 R 102909.673 199369.015 1813.643 NO 269 36 12 Z .999940011 NO
6 * 4 5 764. 085 A 198 50 38.2 R 103673.424 199391.612 764.498 NO 271 46 30 Z .99994000 NO
1* 5 6 492.524 A 1763039 R 104165.706 199376.189 492.583 NO 90 37 24 Z .99994000 NO
8 * 6 7 5114.043 A 167 03 54 R 104653.185 199248.034 504.m NO 89 46 06 Z . 99994000 NO
9 *' 7 8 1076.914 A 176 55 06 R 105678.483 198918.627 1077. 130 NO 911 J/ 36, Z .99994000 NO
10* ' 8 9 1015.825 A 1795432.2 R 106645.124 198606. 370 1015.887 NO 911 04 24 Z . 99994000 NO
1I* 9 10 384.290 A 192 45 12 R 107027.864 198J/l.883 384.387 NO 91 0724 Z .99994000 NO
12 * 10 II 456.2SG A 192 27 24 R 107480.444 198629.922 456.423 NO BIl 44 42 Z .99994000 NO
13* 11 12 1009.149 A 193 511 58.3 R 1119167.642 199282.899 1809.350 NO 90 34 48 Z . 999941l0\l NO
14* 12 13 612.305 A 168 23 19.3 R 109771.469 199384.444 612.383 NO 911 39 48 Z, . 99994000 NO
15 * 13 14 655.095 A 167 12 30.5 R ll0425.513 199347.357 655.363 NO BIl 29 12 Z .99994000 NO
16* 14 15 987.3S9 A 167 46 45 R lll377.ll7 199084.056 987. 487 NO 90 40 36 Z .999940110 NO
17* 15 16 1635.974 A 1911 3S 13.5 R 113007.163 198944.908 1636.127 NO 89 31 48 Z .999940011 NO
18 *, 16 17 396.086 A 16358 28.5 R ll3377.176 198803.J/9 396.ll0 NO 89 54 54 Z .99994000 NO,
19* 17 18 1630.279 A ,164 04 28.5 R 1I4682.079 197826.318 1630.413 NO 893706 Z .99994000 NO
20) 18 19 217.743 A 200 3534.5 R 1I4891.138 197765.43S 217. 820 NO BIl 36 54 Z .99994000 NO ,'"
21* 19 211 654.487 A 199 20 16.5 R 115544.667 197801!.837 654.530 00 ~0 Z .~9994000 'NO
22* 20 21 1677.681 A 173 41 011 R 117219.706 197706.722 1677,790 NO 89 49 18 Z . 999941l0\l NO
23* 21 22 005.022 A .10014 45 R 118023.646 197665.011 805.137 NO 89 15 42 Z . 999940BB NO"
,;,24 * 22 23 1428. B26 A 172 43 B0 R 119428.867 197410.82Il 1428.160 NO 90 28 18 Z .99994001\ NO
25* 23 24 2385.584 A 193 01 3\l R 121811.588 197526.17B 2385.653 NO 89 52 12 Z .99994001\ NO
26* 24 25 953.68B A 159 28 56.3 R 122119.282 197233. 376 953.753 NO 89 40 24 Z ' .99994000 NO
, 27* 25 26 1442. 48S A 191 1!9 28.5 R 124151.772 197864.543 1442.613 NO 8933 48 Z .99994000 00' ;
, 28*.' 26 27 1441.1178 A 166 11 23.3 R 125501.303 196559. 123 1441.18B NO 8940119 Z .99994000 N)
29' 27 28 2495.198 A 179 55 41.3 R 127752.658 195712. 735 2405.430 NO 89 30 36 Z . 9999400B NO
30 *' 28 29 11!62.840 A 174 38 26.3 R 128708.234 195247.435 1062.913 NO 894536 Z ';99994000 ,NO
3r- 29 30 ' 2283.953 A HIB 0147.3 R 138762.205 194248.613 2284.097 NO 89 51 36 'Z .99994000 , NO , "
32 * 30 31 678;9l!6 ,A 17318 22.5 R 131333.98B 193882.570 678.947 NO 90 01 18 Z .99994000, NO
33* 31 32 11128.863 ,A 100 51 18 R 132287.988 193341.2S6 1ll28.137 NO 89 42 54 Z .99994000 NO
34~ 32 33 776,564 A 166 lB 09 R 132751:296 192786.396 776.833 NO 91 22 12 Z . 999940B0 NO,
35* 33 34 2115.B116 ' R 166 IB 39 R 133827.162 190965.380 2115.213' NO 895824 I .999940B0 NO
/36,* 34 3S 3546.089 A 62 12 40.5 R 130285.264 190793.016 3546.430 NO 893048 Z ' .99994001l NO
37,- 35 36 5003.836 A 183 38 34.5 R 125312.895 190232.729 5004.1911 NO 911 1554 z .99994000 NO
38" ,36 ':s1 1567.556 A 178 81 39 , R 123750.077 190110.927 1567.660 NO 894800 Z .99994\lB0 NO
,'39 * 31 38 5130.332 A 188 28 55.5 R 118747.341 188973.854 513B.677 NO 89 47 011 Z . 9999400B NO
40* 38 39 4141.002 A 19814 01.5 R 115198.575 186838.254 4142.053 NO 89 56 18 Z ;999941l0\l NO
;:<,:,',"",:"":,::,-,,,,"
~.-:::,:,-/: ': ,'; ,,.,: ,;',
.'" .c-.,",'_,... ,.,"'.
..,.,"'," ..', ," -;..'
:,:",.:.:-::--:"-',':-","""'':''::',,'':'',- ".".:'
,;.:'.....;,....,._,.,'. -,',
",-"",-":,,,.',..," .-',':,",",.'
,',:,',.,-,:',:: -,:.'
'------..-..
..:TEF;:-'F='E RSON,>COU NT Y DEPT _ OF ' PUBL. I WORt<S
CDUR--r:HDUSE
PDRT TDWNSEND~
TRAVERSE "CRP5(2)6"
61 2/81 JOB II 1
COUNTY ROAD PROJECTSI MIse, SURVEYS PROJ. ENGR. , G.ROWE/B.LAURIE
VARIOUS PREPARED BY: B.LAURIE
-------------------------------------------------
CRP51!6 FrOM! (11l0OO8.200000) To 1 (100000,200000) -- DISTANCE CORRECTION OOTA ___
DISTIOCE "EllSURED
, CRS FROM TO FEET DIRECTION NORTHING EASTlNG DISTANCE TEMP SLOPE ANGLE
========--==========--===========~-========--===---========
1757.644 A 155 'S7 55.5 R 113454.048 186623.917 1757. 763 NO 90 1321 .9m4\l01l NO
W0.073 A 175 01l 31.5 R 110635.716 186524.852 28211. 247 NO 89 53 42 .99994000 NO
'S74.800 A 21lH6 54 R 1la143.6T9 186227.71l7 'S75.283 NO 92 15 42 . 99994000 NO
1123.018 A2I171442.8R 109554.789 185271.476 1124.127 NO B7 3H0 .9m4000 NO
844.757 A 158 07 55.5 R 11188T5.773 184768.9311 844.811l NO 90 07 18 . 99994000 NO
121l2.30J A 183291!9 R 107954.638 183996.245 1203.033 NO 91 53 42 .99994000 NO
2609. alii A 188 16 48 R 106218.034 1821149.090 26119.357 NO 911 35 30 .99994000 NO
1777.716 A 163 26 15.8 R 1114705.681 181114.713 1777.840 NO 894454 . 99994000 NO
1609.324 A 148 24 45 R 103096.360 181111.301 1609.423 NO 9Ila5'S7 .99994000 NO
712.612 A 217 31 12 R 102532. 080 180676.095 713. 190 NO 874648 .99994OO1l NO
1524.358 A 205 24 31.5 R 101841.227 179317.276 1525. 753 NO 9222061 .99994000 ND
4207.655 A 504630 R 10\1141.552 183166.361 4211.943 NO 872930,1 .99994OO1l NO
m.561 A 229 211 41.3 R 102116.516 178649.211 723. 147 NO 92 13 12 1 . 999941!Bil ND
633.566 A 183 44 22.5 R 99848. 368 183728.010 633.827 NO 88 28 51 1 . 99994OO1l NO
6184. BBS A 197 39 18 R 95458.245 188B1l4.573 6185.383 NO 8938031 . 999941!Bil NO,
A 179 05 28.5 R 93956.160 189623.222 2190.780 NO 9103541 . 999941!Bil NO
A lllll 00 00.0 R 91121.265 192527.122 4059. 177 NO 8856121 . 999941!Bil NO'
AI921318 R 911413.321 194912.093 2487. 977 NO 8954121 .99994000 NO
A 178 58 45.5 R 89358.003 198714.341 3948.860 NO 920542',1 . 999941!Bil NO
A ,93 30 51 R 91J94B.528 199260.058 1674. 113 NO 90 22 54 1 .9m400\1 NO
A 179 58 31.5 R 94477.771 2Il0478. 142 3741.737 NO 90 51 12 1 .9m4000 NO
A 174 51 41.3 R 97129.2115 201132. 494 2733.507 NO 9222481 .99994000 NO
A 140 37 25.5 R 97612.100 2Il0961.367 512.413 NO 89,ali 48 1 . 99994000 NO
A 177 31 24 R 98028.828 20\1793.085 449.450 NO 90a542 1 .9999400\1 NO
A 180 110 Bil R 99999.1\93 199997. 454 2125.033 '10 893430'1 . 999940\10 Ml "
OF
. .
"CRP512l6LL"
61 4/81 JOB # 1
COUNTY ROAD PROJECTSI MIse, SURVEYS PROJ. ENGR. , G.ROWE/B.LAURIE
VARIOUS PREPARED BY: B,LAURIE
----------------~--------------------_____a___
CRI'506LL FrOM 43 i35ffi91. 821.1521002. 718) To 100 (343570.. 243.1535230.B19) ******~ DISTANCE CORRECTION DATA .**__
DISTA/[E MEASURED SCALE AL TI-
CRS F~ TO FEET DIRECTION NORTHING EASTING DISTANCE TEMP SlOPE ANIJLE FACTOR TUOE
===--===--===============--============----======----===--====---==
E8. BS. 43 S 581742.9W 35i1591.821 1521002.718
2. 43 70 375.733 S 58 20 32.8 E 350394.621 1521322.542 375.750 NO 89 40 54 Z .99994000 NO
3. 70. 71 920.666 S 51 11 37.3 E 349817.649 1522039.98B 921.543 NO 87 34 00 Z . 999941100 NO
4. 71 72 296.612 S 24 48 33.6 E 349548.412 1522164.446 297. 063 NO 93 01 54 Z .9999_ NO
5. 72 73, 1317.026 S 01308.4W 348231.396 1522159.412 1319.087 NO 86 58 54 Z .99994000 NO
6. 73 74 983.181 S 3924 02.4 W 347471. 666 1521535.348 983.930 NO 91 53 36 Z .99994000 NO
7. 74 75 1092.003 9 112255.7W 346401.140 1521319.84l! 1094.063 NO 86 40 06 Z . 99994000 NO
8 . 75 76 818.321 S 22 06 07.3 E 345642.953 1521627.139 819.000 NO 92 08 48 Z .99994000 NO
'9*. 76 'n 1052.374 S 22 14 04.3 E 34466lJ.830 1522025.956 1052.780 NO 88 41 48 Z . 99994000 NO
10. n 78 450.254 8 392144.9E 344320.716 15223!!.518 45i!.367 NO 91 03 09 Z . 99994000 NO
11. 78 79 1611.622 S 7043 20.4 W 343788.645 1520.790.260 1611.940 NO 9Il 02 42 Z .999940.00 NIl
. 79 80 325.354 N 73 4151.9 E 343879.985 1521102.572 325.540 NO 91 51 06 Z .99994000 NO
13. 80. 81 1311.819 S 6630 28.3 E 343357. 0.63 1522305.66lI 1311.880 NO 9Il 29 30 Z .99994000 NO
II*. 81 82 652.482 N 54 13 27.2 E 343138.514 1522835.1l26 652. 427 NO 89 45 57 Z . 999940110 NO
15' 82 83 607.784 S 875828.4 E 343717.032 1523442.430 607. 880 NO 8851 21 Z . 9999411lll! ND
16. 83 84 1872.~ S 88 07 23.9 E 343655.725 1525313.471 1872.080 NO 90 37 36 Z . 99994000 NO
, 17. 84 85 na.638 S 88 04 34.4 E 343629.586 1526091.670 ns.310 ~'O 87 33 54 Z . 99994000 NO
18. 85 86 525.639 S 811726.9E 343549.995 1526611.249 525.687 NO 89 0.7 24 Z .99994000 NO
19 . 86 87 1003.025 S 803314.9E 343372.253 1527679.589 10.83.523 NO 88 1300 Z .999940110 NO
20. 87 88 488. HI3 S 70. 20 58.5 E 343208. 114 152813'3.265 488.297 NO 91 37 00 Z .99994000 NIl
21*. 88 89 369. 924 N 7250 15.0E 343317.272 1528492. 717 370.230 NO 87 34 00 Z . 999941100 . NO
22- 89 9ll 331.429 N 23 14 40.5 E 343621.799 1528623.518 331.437 NO 89 08 54 Z . 99994000 NO
23 90 101 107.715 S 87 47 04.1 E 343617.634 1528131.153 107.8B0 NO 86 53 42 Z . 99994000 NO
24. 90 91 229.914 N 57 21 27.0 E 343745.813 1528817.118 229.893 NO 9Il 03 0.6 Z . 999941100 ' NO
25' 91 92 214.042 N 664257.0E 343758.075 1529030. 809 214.317 NO 92 57 30 Z . 99994000 NO
26 - 92 93 895.181 S 6I12828.6E 343316.922 1529809.739 896.0.17 NO 87 33 30 Z . 999940.00' NIl
54 508.525 S 35 13 ,24.1 E 3429111.502 1530.10.3.039 508.937 NO 92 10 03 Z . 99994000 NO
95 1040.442 S 644828.6E 342458.634 1531044.521 1041.330 NO 87 39 12 Z .999940.80 NO
96 461.468 795729.9 E 342539.898 1531498.920 461.697 NO 91 54 54 Z .9999401l0 NO
97 793.351 43 2229.9 E 343115,764 1532043.769 794.290 NO 87 06 12 Z .999'34008 NO
130.2.982 67 59 30.7E 343604.842 1533251. 803 1304.712 NO 93 02 21 Z .9999401l0 NO
643.596 885400.4E 343591.712 1533895.2lI2 643.%3 NO 92 00 18 Z .99994000 NO.
1334.910 !IS 04 42.5 E 343578.243 1535230.019 1334.863 NO 89 46 18 Z .99994008 NO
JEFFERSON COUNTY DEPT. OF
COURTHOUSE. PORT TOWNSEND. WA.
(,'20E,) .38535fZJ5
----.........-...-------------------------
CRP512l6LL"
JOB #1
MISC. SURVEYS PROJ. ENGR. : G.ROWE/B.LAURIE
PREPARED BY: B,LAURIE
(350597.619,1520984.498) To ll1JlIl
DISTANCE
FEET DIRECTION NORTHING
------ S 58 20 09.4 W 350597,619
375.732 S 58 18 06,4 E 350400, 1,92
920,664 S 51 09 1111.9 E 349822.712
296.611 S 24 46 (;)7.1 E 349553.388
1317.11121 S 0 15 34.9 W 348236.380
983.177 S 39 26 28.9 W 347477.11J97
1091.998 S 11 25 22.1 W 346406.728
818.319 S 22 03 40.9 E 345648.325
1052.371 S 22 11 37.9 E 344673.923
45111.253 S 39 19 18.4 E 344325.608
1611,618 S 70 45 46.9 W 343794.618
325.394 N 73 44 18.4 E 343885,736
1311; 819 S 66 28 11l1.9E 343361. 961
652,484 N 54 15 53.6 E 343743.037
607,784 S 87 56 01.9 E 343721,124
1872; 1111,7 S 88 11J4 57,4 E ,343658.488
778.639 S 88 11J2 1117.9 E 343631. 797
525;640 S 81 15 11J0.5 E 343551.836
1083.026 S 80 30 48.5 E 343373.336
488. 103 S 70 18 32.0 E 343208.871
369,924 N 72 52 41. 5 E 343317.778
331.431 N 23 17 1117.0 E 343522.213
l11J7.715 S 87 44 37.6 E 343617,972
229.914 N 57 23 53.4 E 343746,1119121
21L..043 N 86 45 23.4 E 343758.200
895.18111 S 60 26 02.1 E 343316..494
508..524 S 35 ll1J 57.6 E 34290121.868
104111.442 S 64 46 02,1 E 342457.331
461. 469 N 79 59 56.4 E 342537;473
793.354 N 43 24 56..3 E 343113.755
131112.985 N 68 1111 57.1 E 343601. 175
643.597 S 88 51 41..9 E 343588.389
1334,911 S 89 1112 16.111 E 343565.972
.
.
TRAVERSE 'CRP506LOOP2'
1/4/84
COUNTY ROAD PROJECTSI MISC. SURVEYS
VARIOUS
JOB '" 1
PROJ. ENGR.: G.ROWE/B.LAURIE
PREPARED BY: T.M, A.P., J.P.!!!
CRP506LOO~2 From 517 (348750.024,1534427.318) To 517 (348750.024,1534427.318)
eRS FROM
TO
DISTANCE
FEET
IlIRECTION
NORTHING
================================================================================
------.--- S 21 07 30.6 W 348750.024 1534427.318
149.044 A 182 43 18 R 348613.704 1534367.061
491.247 A 38 15 21.8 R 348843.551 1534801.219
313.155 A 203 02 22.5 R 348870.069 1535113.250
367.373 A 188 09 06 R 348848.959 1535480.015
281.168 A 186 52 10.5 R 348799.344 1535756.771
252.977 A 173 32 04.5 R 348783.026 1536009.221
198.002 A 187 36 13.5 R 348744.221 1536203.383
308.416 A 168 21 10.5 R 348746.078 1536511.793
199.724 A 150 54 09 R 348844.253 1536685.723
186.928 A 267 30 27.8 R 348685.617 1536784.599
185.992 A o 35 24.8 R 348844.464 1536687.849
201.692 A 92 08 42 R 348746.068 1536511.787
308.201 A 208 52 00 R 348744.277 1536203.591
198.205 A 191 36 00 R 348783.003 1536009.206
253.364 A 172 26 10.5 R 348799.368 1535756.370
280.778 A 186 28 13.5 R 348848.962 1535480.007,
366.861 A 173 06 48 R 348869.998 1535113. '750
313.654 A 171 52 46.5 R 348843.570 1534801.211
492.040 A 156 57 07.5 R 348613.472 1534366.288"
149.618 A 321 57 19.5 R 348750.076 1534427.320 '
Of Starting BacKsight IsA 177 03 13.5 R
osureIsO DEGREES, 0 MINUTES, AND 9.9 SECONDS
easured Angle Is 0 DEGREES, 0 MINUTES, AND .5 SECONDS
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