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HomeMy WebLinkAbout012819_ca07 Department of Public Works Consent Agenda Page 1 of 1 Jefferson County Board of Commissioners Agenda Request To: Board of Commissioners Philip Morely, County Administrator From: Monte Reinders, Public Works Director/County Engineer Agenda Date: January 28, 2019 Subject: Approval of Contract Plans and Call for Bids, South Discovery Rd. Pavement Preservation Project, Project No. 1801976, Co. Rd. No. 601508, R.A.P. No. 1615-01 Statement of Issue: In accordance with RCW 36.77.010, the Board is asked to approve the Contract Plans for the South Discovery Road Pavement Preservation project, County Project No. 1801976. The Board is also asked to approve the Call for Bids. Analysis/Strategic Goals/Pro's Et Cons: This project is included in the 2019-2024 Transportation Improvement Program and the 2019 Annual Construction Program as Item No. 3. This project will be advertised for a period of three (3) weeks. Execution of the Call for Bids will allow for the advertisement of this project for construction. Fiscal Impact/Cost Benefit Analysis: The Engineer's Estimate is $440,885.70. This project is funded at 90% by a County Road Administration Board, Rural Arterial Program grant, with the remaining amount funded by the Jefferson County Road Fund. Recommendation: Public Works requests that the Board sign the title page of the Contract Plans and authorize the chair to sign the one (1) original Call for Bids where indicated, and return both to Public Works (attn. John Wayand). Department Contact: John Wayand, Project Manager, 385-9377 Reviewed By: fr`e _Philip Morely, Ci . ' y Administ Date NOTICE TO CONTRACTORS CALL FOR BIDS South Discovery Road Pavement Preservation (MP 3.180 — MP 4.576) County Road No. 601508 County Project No. 18019760 Notice is hereby given that the Board of County Commissioners of Jefferson County, State of Washington, will receive sealed bids up until the hour of 9:30 a.m. on Monday, February 25, 2019 at the Office of the County Commissioners, basement level of the Jefferson County Courthouse, 1820 Jefferson Street, P.O. Box 1220, Port Townsend, Washington, 98368, for construction of the South Discovery Road pavement Preservation (MP 3.200 — MP 4.576), County Project No. 18019760. Sealed bids will be opened and read publicly at 10:15 a.m., or shortly thereafter, on the same day in the Jefferson County Commissioners Chambers, basement level of the Jefferson County Courthouse. This Contract provides for a hot mix asphalt overlay of South Discovery Road in Jefferson County near Port Townsend, Washington by repaving 1.39 miles of South Discovery Road. Work includes shoulder widening, asphalt planing at intersecting roads, placing a hot mix asphalt overlay, gravel shoulder finishing, pavement striping, project temporary traffic control, and other work, all in accordance with the Contract Plans, Contract Provisions, and the Standard Specifications. The Engineer's Estimate is $440,885.70. Bids shall be submitted in accordance with the plans and specifications on file at the Department of Public Works, 623 Sheridan Street, Port Townsend, Washington, where copies may be obtained by prospective bidders. Printed copies may also be obtained by calling the Department of Public Works at 360-385-9160 and electronic copies may be obtained by emailing pubworks(c�co.jefferson.wa.us. Each bid shall be accompanied by a surety bond, postal money order, cash, cashier's check or certified check payable to the Treasurer of Jefferson County in the sum of five (5%) percent of the bid amount, to be forfeited to Jefferson County by the successful bidder if he/she fails to enter into a contract and file an acceptable surety bond in the amount of 100% of the contract price within ten (10) calendar days of the award. The Board of County Commissioners reserves the right to reject any and all bids and to accept the bid deemed most advantageous to Jefferson County and to waive all informalities in the bidding. The Jefferson County Public Works in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252.42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin or sex in consideration for an award. Dated this day of , 2019 BOARD OF JEFFERSON COUNTY COMMISSIONERS Chair VICINITY MAP JEFFERSON COUNTY, WASHINGTON CONTRACT PLANS 1 C0 „ \TY OA3 DROJECT 18019 / 6 z,/ 5 ' ° , ' •'° 4104 RJRAL ATT-- AL D0GAV D �OJECT \ O . 1 615 - 01 �� ” 11•♦.:•:. Strangers STINGS A �� ••• ���.�.��♦�� Lake 1r ri� A��,���.: °':'.�' SOUTH DISCOVERY ROAD V.Juii. TOWNSENDF1 ;,-r PAVEMENT PRESERVATION LOFUS , ....„, 33 RD ► -- COUNTY ROAD NUMBER 601508 �ti� 18 CR RDN irk CAPE GE� �, M. P. 3. 18 0 T O M.P. 4.5 7 6 ) i ik GLEN COVE PORT TOWNSEND BAY JEFFERSON COUNTY, WASHINGTON oh v `\ 19 20 ' 21 , `` o c Pork POTENTIAL EQUIPMENT I STAGING AREA /--- c� 1 1 ike. MILO CURRY RD. M.P. 0.01ti 29 1 cil.. ..„? 7 . / ---).. , -, MONTE R '`ul�;Z.PE, JEFFERSON COUNTY ENGINEER APPROVAL DATE BEPGIN PROJECT ..� � A wun PoiNT M. . 3.180 _ i MI o) �� F: uuII " CHAIR APPROVAL DATE JEFFERSON COUNTY BOARD OF COUNTY COMMISSIONERS ers 33 Ai FOUR CPort Discovery ORry� - Bay •'• END PROJECT jiiiIII t soNM.P. 4.576 HADLLOCK itl 11 w, 01`■ 00 "11C / laillarr ----1. INDEX 'Anderson 10 VI 12 PLAN Lake TITLE SHEET NO. REFERENCE NO. 1 Ti SHEET INDEX AND VICINITY MAP ithin 2 SD1 ROADWAY SECTIONS AND DETAILS • ` 4HIMCUM 3 P1 PAVING PLAN AND PAVEMENT MARKING PLAN JA 4 P2 PAVING PLAN (E M RE-/ 5 P3 PAVING PLAN 811 rT3 MRLEs 1 0 o1 do o� • < •, 6 P4 PAVING SCHEDULE SCALE IN MILES N 7 TC1 TEMPORARY TRAFFIC CONTROL PLAN 1 Know whafs below. l Call before you dig. SOUTH DISCOVERY ROAD ' , J ia' �(+ ' PAVEMENT PRESERVATION T 1 DESIGNED BY: J. WAYAND 11/14/2018 `�A�r�, &O DRAFTED BY: J. WAYAND 11/14/2018 '4r�!S /STER �\ �� COUNTY ROAD PROJECT C51876 CHECKED BY: E. KUZMA 11/14/2018 y /�n/r�� E , (',;},V/ COUNTY ROAD NO. 601508SHEET _�„. JEFFERSON COUNTY, WASH. 41, OV .11 �`' Jefferson County OF JEFFERSON COUNTY ENGINEER APPROVAL DATE Department of Public Works INDEX AND VICINITY MAP 1 DATE DATE REVISION BY %Kos COST. SHOULDER VARIES SHOULDER VARIES 1' TO 2' 11.0' 11.0' 1' TO 2' LANE' LANE q CROWN AND PIVOT POINT EXISTING RADIUS EXISTING EXISTING GROUND - MATCH EXISTING MATCH EXISTING 4./` GROUND MATCH LOCATION AS 0 EDGE OF PAVED 4 STAKED BY THE ENGINEER SHOULDER © 0.15 FT00 EXIST. CONST. MATCH EXISTING EDGE OF LANE WIDTHm (FOG LINE) 14.0'* DISTANCE VARIES SOUTH DISCOVERY ROAD TYPICAL SECTION 3.0'* 11.0' MI o NOT TO SCALE SHLD. LANE' } 4.9' TO 6.0' 5.6'* CC CROWN AND LLI CONST. PRELEVEL PIVOT POINT 0 La 6.5' 11.0' EXISTING MATCH EXISTING _ _ NOTE: GROUND o = SHLD. j LANE' I N _PAY_ ----- SEE PLAN o 4'1�� V * WIDTH VARIES _ NOTE: 0 CROWN AND `" v, * WIDTH VARIESc PIVOT POINT 0 © 0.15 FTO DISTANCE VARIES o SEE PLANcr 0.5'* o0.15' MATCH EXISTING O EXISTING 0 GROUND k7. EXIST. PAVEMENT SOUTH DISCOVERY ROAD PRELEVEL LEFT SECTION EXISTING DRIVEWAY NOT TO SCALE 111 I ©FEATHER O 83 FT© 0.15 FTO STA. 68+30 LT. TO STA. 70+80 LT. JOINT 0.50 FT TYPICAL DRIVEWAY APPROACH PAVING DETAIL C SOUTH DISCOVERY ROAD SHOULDER WIDENING LEFT SECTION NOT TO SCALE NOT TO SCALE STA. 75+15.71 LT. TO STA. 82+89.42 LT. EXIST.I CONST.c 13.0' 1 1.0' 2.0 LANE SHLD. NOTE: 2.0'*..I9.5' 3.5' * WIDTH VARIES EXISTING RADIUS I CROWN AND\92.0's ~ SEE PLAN GENERAL NOTES: MATCH LOCATION AS EDGE OF PAVED PIVOT POINT STAKED BY THE ENGINEER SHOULDER < 1. ALL DIMENSIONS IN FEET UNLESS © I EMATING 0.5' EXISTING OTHERWISE SPECIFIED. GROUND EDGE OF LANE -+4 -- - 2. LANE WIDTH FOR PAVEMENT MARKING MATCH EXISTING %� (FOG LINE) __VAST. PAVEMENT N - ��� ill SHALL BE 11 FEET MEASURED CENTER WIDTH m ��,/ C OF CENTER LINE TO CENTER OF ���j�j DISTANCE a_ ��' VARIES 00.15 FT ©0.183 FT © VWHITE ARIES EFROMDGE LIND SHOWIDTH 10 © 0.50 FT Occ 3. SEE ROAD INTERSECTION, DRIVEWAY } SOUTH DISCOVERY ROAD SHOULDER WIDENING RIGHT SECTION APPROACH, AND BUTT JOINT SCHEDULE FOR PAVING DIMENSIONS. > NOT TO SCALE _J° o STA. 67+03.01 RT. TO STA. 72+62.35 RT. D Vi N 2 LEGEND I- LENGTH AS STAKED 25' DISTANCE o o MATCH LOCATION O HMA CI. 1/2 In. PG 58H-22 TAPER VARIES u) AS STAKED BY ENGINEER I-6, 0.15'O 2 CRUSHED SURFACING BASE COURSE 0 La 50' 1 � �� - -1 @ HMA FOR APPROACH CL. 1/2 IN. PG 58H-22 TAPER 0.15' O © -- O PLANE EXISTING BITUMINOUS PAVEMENT FULL ROADWAY WIDTH ON LONGITUDINAL TAPER TO CONSTRUCT TYPICAL ROAD INTERSECTION PAVING DETAIL B ` 0.15• 0.15 FEET DEEP VERTICAL BUTT JOINT NOT TO SCALE 0 O AT MATCH POINT. CAPE GEORGE ROAD HMA FOR PRELEVEL CL. 3/8 IN. PG 811 OLYMPIC BLVD. E M REQ SOUTH DISCOVERY ROAD BUTT JOINT PLANING DETAIL A O5 58H-22 LOWER ADELMA BEACH ROAD .� Ni NOT TO SCALE r. ADELMA BEACH ROAD O �eF WAS.�'L V� , LOCATED AT BEGINNING AND END OF PROJECT O GRAVEL BORROW ' MILO CURRY ROAD ' Q� N Know what's below. Call before you dig. I r T SOUTH DISCOVERY ROAD DESIGNED BY: J. WAYAND 11/14/2018 .,,� it t' ���� ,‘C)44 4.•' PAVEMENT PRESERVATION SD1 DRAFTED BY: J. WAYAND 11/14/2018 _ Y�I.to.v, STEP` �� �:�� COUNTY ROAD PROJECT CR1976 CHECKED BY: E. KUZMA 11/14/2018 �� /ON EN `�i `•,,,,....-1 SHEET COUNTY ROAD NO. 601508 �'� JEFFERSON COUNTY, WASH. ` r0),4�j '(,J'``> Jefferson Countyor JEFFERSON COUNTY ENGINEER APPROVAL DATE Department of Public Works ROADWAY SECTIONS AND DETAILS 7 DATE DATE REVISION BY S .! i/ M.P. 3.180 :::: STA. 40+00.00 PavementMarking Schedule ? ' BEGIN PROJECT EDGE STRIPE EXTNSEION FROM LOCATIONTO LOCATIONLENGTH(FT.) CENTERLINETYPELT.&RT. LINECOMMENTS 40+00 46+50 650 DOUBLE CENTERLINE X 46+50 54+10 760 LEFT NO PASS X o 54+10 54+42 32 DOUBLE CENTERLINE X 01. •♦ * 54+42 61+60 718 _ RIGHT NO PASS X ti0/ / •\ / 61+60 80+85 1925 DOUBLE CENTERLINE X 64+56.94 95 X CAPE GEORGE RD.INTERSECTION / 80*85 82*49 164 DOUBLE CENTERUNE X LEFT TURN CNA NNELIZATIONTOOLYMPIC BLVD. DWY. ,2 46 82+49 83*70 121 DOUBLE CENTERLINE X •• 46+2618 82+92 83+82 90 WHITE WIDE LANE LINE X SCALE: 1"=400' 84+21.94 380 X OLYMPIC BLVD.INTERSECTION I, 84+30 86+68 238 DOUBLE CENTERLINE X RIGHT TURN CHANNEUZATION TO OLYMPIC BLVD. 86+68 87+95 127 DOUBLE CENTERLINE X POLE 48+96 87+95 91+59 364 LEFT NO PASS X 91+59 97+23 564 CENTERUNE X 97+23 103+72 649 RIGHT NO PASS X GENERAL NOTES: 103+72 113*22 950 DOUBLE CENTERLINE X 105+02.11 60 X LOWER ADELMA BEACH RD.INTERSECTION 111+84M45 X ADELMA BEACH RD.INTERSECTION POLE 51+76 1. EXISTING UTILITY POLES (RED) 112+7925 105 X MILOCURRYRD.INTERSECTION ARE SHOWN FOR REFERENCE ONLY. 2. PREPARE EXISTING APPROACHES i o FOR HMA PAVING, SEE SPECIAL oa PAVEMENT MARKING NOTES: PROVISIONS FOR HMA ROAD I w 1. PAVEMENT MARKING LAYOUT WILL BE STAKED BY THE ENGINEER. APPROACHES. POLE 54+55 CONTRACTOR SHALL PROVIDE PRELIMINARY PAINT SPOTTING. 3. PREPARE WEST RADIUS RETURN 2. PAVEMENT MARKING PATTERNS SHALL BE IN ACCORDANCE WITH ix)" WSDOT STANDARD PLAN M-20.10-02. OF MILO CURRY RD FOR PAVING > 3. THE DISTANCE BETWEEN THE LINES OF THE DOUBLE YELLOW BY GRADING, PLACING AND I Q CENTERUNE STRIPES SHALL BE 4". COMPACTING CSBC. 1Uj1 4. DOTTED EXTENSION LINES SHALL BE APPLIED AT ALL COUNTY ' p ROAD INTERSECTIONS. I POLE 57+31 5. ALL EXISTING CENTERLINE AND CHANNELIZATION RECESSED PAVEMENT MARKERS SHALL BE REMOVED BY THE CONTRACTOR. 1i- 6. CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY PAVEMENT I pMARKINGS. ,In 7. TYPE WW GUIDEPOSTS (FLAT BROWN RECTANGULAR TYPE) SHALL IPOLE 59+56 BE INSTALLED 3' OUTSIDE OF EDGE OF PAVEMENT AT 65' SPACING N.I.C. (BY OTHERS). IPOLE 61+80 SOUTH DISCOVERY RD. DWY. 43 67+04 & MILO CURRY RD. INTERSECTION, M.P. 4.553 STA. 112+79.25 SOUTH DISCOVERY RD. 12, 12 M.P. 4.576 & CAPE GEORGE RD. SOUTH DISCOVERY RD. & ADELMA BEACH RD. STA. 1 13+70.88 INTERSECTION, M.P. 3.64 I POLE 64+32 SEE SHEETS P2 & P3 FOR STA. 64+56.94 STA. 111+84.8484, M.P. 4.543 W END PROJECT �;� .1 1 PLANS FOR THESE SEGMENTS STA. ow; , J X09 ADJUST 2 EXIST. SOUTH DISCOVERY RD. o GF'PO/ rpO�E P2TP3 SOUTH DISCOVERY RD. CATCH BASINS TO GRADE 4? MRO CUR P 5 % & LOWER ADELMA BEACH RD. Q(,gO I yt \, & OLYMPIC BLVD. PAVE TO FACE INTERSECTION, M.P. 4.411 ., q0 /?).•,. ; j-,NES GP '' \ x INTERSECTION, M.P. 4.012 �J OF ROCK WALL (TYP.) STA. 105+02.11 , $.1 FpOR � 6e } ,� ,4 py 5'R ,4+. i oto I oma`' N " STA. 84+21.94 N I _-'ll,.\ rt + nvi . n\ \ C• 0. O r'n O >-}aap , MI ' a a a 3 a a • ': w PRIVATE _ SOUTH DISCOVERY ROAD o • , - , o o, 'o • +'o 1 — — -- $ GRAVEL —___ _ _ _ N �� ,°� PAVE TO FACE OF m "• C" • 'o ' 4, n, CONCRETE BARRIER m 2 MONUMENTS ,°„ a O ' !p "o s'1 i 0, '0 + GUIDEPOSTS (BY OTHERS) + - o rn W oO1, - O T 0 C'h,40 �,° LEGEND n n + o m p < 1 ---- -- EXISTING./PROPOSED CENTERLINE tO 0q EXISTING EDGE GRAVEL 811 n�2 Q I a0 ; xa •• 4; •o POLE 10+00 EXISTING UTILITY POLER-N 3 PROPOSED EDGE ASPHALT .... � F/ o o o +. ROAD INTERSECTION PAVING 0 OF Wggy �� • °•^ /��//.o7'- DRIVEWAY APPROACH PAVING Know what's below. PROPOSED GUIDE POST 41/ -9�N (BY OTHERS) Call before you dig. I O ct ' SOUTH DISCOVERY ROAD �► PAVEMENT PRESERVATION P1 DESIGNED BY: J. WAYAND 11/14/2018 ��v � �. - 11111V:,f''' COUNTY ROAD ROAD NO. CR1976 DRAFTED BY: J. WAYAND 11/14/2018 TER //� 1508 CHECKED BY: E. KUZIAA 11 142018 .-V/ / NAL -\'' JEFFERSON COUNTY, WASH. SHUT�4, 3r _�G} ,� Jefferson County 3 +'FFERSON COUNTY ENGINEER APPROVAL DATE / Deportment of Public Works PAVING AND PAVEMENT MARKING PLAN DATE DATE REVISION BY SAES / / / 65 �MENt ��' COSNA TRUC110�NA CL CRuADI DTANGENT LENGTH /' / i /// \` ' CO \ 1 P P P.I. 1 70+20.73 68 08�37' 471E.0V0 318.55 560.18 ,/ - f o tri 4. `J I M' . 3 9 G Z ! ! / co P P`�MENtS1\04 \ // 0 90 / / MPTCH )051. \ \ 6 36 215• fi — % � \ \66x5 - / ; SCALE: 1"=60' a \ \ `-(S, \ �MENT / 4 4!�+I 00c607,.03.0.7- e; \ \ \ r., \ +"� ,/ �% N+^' oo QC / I' lN\ 7‘3 N. s EN1N \ ;111,NN/ \ \ '14, \rit,\ \ ,,,, \ , \ 7-------------1------- . \ d',, \-‘51\ 0 _______________ O \ LEFT SIDE: ......... ----- -- `4, �\G't^ \...-o \<.'30 PRELEVEL LEFT HALF OF EXISTING f---- 5 a <;`- \\Oo *-p LEFT LANE, 68+30 TO 70+80 LT.�r , -uNL s,,, \ .OS S>\ ,\ SEE DETAIL SHEET SDI. I; o .e: \ i ..9 9 . . - \O OT`St�` • a R\ \\ \00 <`‘../.. •FOc��L- - ,60 \ \ SFO � �' \":„. LEFT EDGE OF EXISTING AND PROPOSED I ' \ \ \ <2) , F PAVEMENT. SHOULDER WIDTH VARIES. IP.P• \ \ \ c 600,'y .�, . ; I 6� \ \ \\�tiF S N LEFT SIDE: 'v I \\ \ \ , C‘4° �y#iP. \ PAVE TO EDGE P3' \ \ °gyp 4O \ OF EXISTING PAVEMENTO ' -+ vi O \\ \ �`� G'F �'I' N i EXISTING AND N \ 4 Sya 1 \\ nx I a CONSTRUCTION ; N os LEGEND \ \\\\ \`OF�P IU. vi M CENTERLINE EXISTING EDGE OF PAVEMENT - - \\ Z\‘ ��' FX/S� \ _� W I n N. EXISTING CABLE 1V �o \ p !VG+"0 ��Cb - IE3t - - - R\ _RIGHT OF WAY ------- 2,_ � `� EXISTING DITCH UNE - - — • - - - _ \ \�� _ g -12.02' g .,., ., - ,. 11.54' 8 ., EXISTING STORM CULVERT S-6-81 '0 . E _ =_ - _'�Y `�`�I�` "� -16.83' - 13.8_6' ' _ EXISTING STORM CATCH BASIN PI 70+20.73 -� _ _�_ EXISTING UTILITY POLE CONSTRUCTION CL �`���'�- L - - CONSTRUCTION CENTERLINE _ •� -'-�__ - i —------J "5- ..; EXISTING CENTERUNE ----- Q,� - RIGHT OF WAY PROPOSED EDGE OF PAVEMENT \ Oct o^o PAVE TO FA-CE-OF CONC. BARRIER PROPOSED EDGE OF LANE M RE/�� RIGHT TOID13.0' RT. OF CONST. CL 00°' �- EXISTING CONCRETE BARRIER TO REMAIN Cr OF - 4, ‘-A. FROM 67+03.01 TO 72+62.35 W N a CALL 48 HOURS 'c� C �_ SEE DETAIL SHEET SDI. ZCo p N N. • BEFORE YOU DIG _ to 1-800-424-5555 —° ecu i SOUTH DISCOVERY ROAD DESIGNED BY: J. WAYAND 11/14/2018 PAVEMENT PRESERVATION P2 DRAFTED BY: J. WAYAND 11/14/2018 ki4:‘ EQ --��'i COUNTY ROAD PROJECT CR1976 1_V COUNTY ROAD NO. 601508 CHECKED BY: E KUDM it/t~/2o1e ,:, JEFFERSON COUNTY, WASH. ` f ._ ,/ 7 ��'1 Jefferson County DATEDATEREVISION -a,. IN COUNTY ENGINEER APPROVAL DATE Department of Public Works PAVING PLAN OF7 STA. 885+99.09 TO STA. 74+90.00s , \--- ---- t- I i . 1 1 \ 1 1 1 y -z. I I 1 \ ' I Z \\ % I I z �\ I , I I A O \ I j I 1 O \\ 1 I 1 U1 ! I I � � \ 111 1 Z ..i 1 1 1 II SCALE: 1"=60' zL I I \ g i I I I i 1 / '- - - — - ` HOUSE 5 mw li °VERY BAY YOUTH MTH A MISSION CAMP I �� Q I I I W i I I 8f.4i.DING ii j ----- DEL, N IJ m 1 I-oec I o I 1 1 W I a W W o LANDSCAPING * l I,, O lZyl I 1-� \ i I 1 W t 0 1 rn "j ZZ I I Ja`L'o \ J 1 W I I W;� U� I I h�j Wa \ k Q 1 N I I "S a Z w I -I o 82+89.42 • ; al I WW co o�Z iu a I LEFT SIDE: )Q 1- W END CONSTRUCTION CENTERLINE \` �1 CCI-1 ao 0- 1-1:305 Z W l I SHOULDER WIDENING '� 0 W p 1-Z REALIGNMENT. N i I ^(5 I o Z v N O J 75+15.71 LT. TO 82+89.42 LT. ?a Z END LT. EDGE PAVEMENT TAPER. \co / �Z 1 ^a¢W muni Z a �� SEE DETAIL SHEET SDI. +o o m +Z,5›.- END SHOULDER WIDENING LEFT. \\ v +o i DISCOVERY rPROPOSED EDGE W w to`�I ^a¢W Z of r•m a CO,Ap NO. 601506 ROPOSED EDGE OF PAVED SHOULDER \ �1 O ,�` ^i 1 OF PAVED SHOULDER 1�m c� I ^ - - - - - - - - 1 ` -1. 1'6 g ^ ^ _ SEDGE 8OF EXISTING PAVEMENT 8 - 8 8 BkOR/S7RUCIION CENTERLINE 8 EDGE OF EXISTING gPAVEMEN 19.28 8 8 °Q Z ^EXISTING AND CONSTRUCTION^CENTERLINE-" �'�- - - i - - - rry ^ -I EXISTING CENIERLINEJ 6• °Q • 13.73' ao a'S - - f' --- ' EDGE OF EXISTING PAVEMENT OF BLUFF _ _ _ _ _ _ _ �� - - - - ---XI-S-11--N;-A---N "- --- _ _ - - - - - - - - - - - - - — — — �� -_`-'-_ _ � - -_-_`-PROPOSED EDGE OF PAVED SHOULDER ----- W CO Top °`BLUFF AND EDGE OF EXISTING PAVEMENT EXISTING AND PAVE TO FACE OF CONCRETE BARRIER IYP. ✓ rn cli co CONSTRUCTION ? o n M EXIST. GUARD RAIL + CENTERLINE J + + o TO BE REMOVED U °D BY OTHERS, 18 L.F. 0D I- RESET REMOVE Q EXISTING CONCRETE BARRIER TO REMAIN EXISTING CONC. EXISTING CONC. � 657 L.F. T BARRIER 64 L.F. BARRIER 64 L.F. NEW CONCRETE BARRIER 166 L.F. 1 (12.5' BARRIER SECTIONS) LEGEND NOTES: EXISTING EDGE OF PAVEMENT - - 1. SEE SPECIAL PROVISION 6-10 FOR REQUIREMENT TO EXISTING CABLE TV CLEAN DEBRIS FROM EXISTING CONCRETE BARRIERS. EXISTING TELEPHONE (UG) 2. INSTALL REFLECTORS (WHITE) ON ALL CONCRETE EXISTING POWER (UG) _ BARRIERS PER WSDOT STD. PLAN M-40.10-03 (BY EXISTING WATERLINE OTHERS). RIGHT OF WAY ------- EXISTING DITCH UNE - - • — • • - EXISTING STORM CULVERT = = EXISTING STORM CATCH BASIN 0 EXISTING UTILfY POLE CONSTRUCTION CENTERUNE EXISTING CENTERUNE -—-— PROPOSED EDGE OF PAVEMENT PROPOSED EDGE OF LANE .��M REiN CALL 48 HOURS moos" • I As �`'• BEFORE YOU DIG R� f. a }800-424-5555 4" -3:) i ` SOUTH DISCOVERY ROAD DESIGNED BY: J. WAYAND 11/14/2018 PAVEMENT PRESERVATION P3 MC J� DRAFTED BY: J. WAYAND 11/14/2018 • r ST � � `1\iv �� .lJ �COUNIY ROAD N0. 601508UNlY ROAD PROJECT 76 CHECKED BY: E KUZMA 11/1412018 _ � L' ` ;;� JEFFERSON COUNTY, WASH. _ WE ` 'tilJefferson County J� �' �N COUNTY ENGINEER APPROVAL DATE Department of Public Works PAVING PLAN i �� �� REVISION BTA. 74+90.00 TO 8TA. 82+89.42 sEEls ROAD INTERSECTION, DRIVEWAY APPROACH, AND BUTT JOINT SCHEDULE WATER VALVES,WATER METERS,CATCH BASINS, C(FT) HMA FOR PLANING MONUMENTS A (FT) B(FT) (LENGTH APPROACH CL. BITUMINOUS STATION LT/RT NAME (THROAT (DRIVE FROM DETAIL 1/2" PG 58H-22 PAVEMENT DESCRIPTION/COMMENTS ADJUST ADJUST WIDTH) WIDTH) LANE (TON) (SY) WATER WATER ADJUST MONUMENT LINE) 40+00 S. DISCOVERY RD. A BEGINNING OF PROJECT VALVE METER CATCH CASE AND 123 LOCATION BOX BOX BASIN COVER 64+56.94 RT CAPE GEORGE RD. 166 36 32 B 22.23 100 ASPHALT 84+21.94 LT OLYMPIC BLVD. 373 96 24 B 56.15 ASPHALT 64+65, 10'LT.OF CL 1 LOWER ADELMA 267 71+73,4'LT.OF CL 1 105+02.1 1 RT BEACH RD. 60 36 25 B 13.00 100 ASPHALT 79+96, 13'LT.OF CL 1 1 11+84.84 RT ADELMAD BEACH 44 22 42 B 10.82 61 ASPHALT 82+83,CL 1 R1 12+79.25 LT MILO CURRY RD. 104 18 75 B 26.15 ASPHALT 84+01,26.9'LT.OF CL 1 50 84+83,28.8'LT.OF CL 1 113+70.88 S. DISCOVERY RD. A 123 END OF PROJECT 82+71.97,CL 1 84+22.02,CL 1 43+36 LT DRIVEWAY #1 22 18 10 C 2.05 ADDRESS 3301, GRAVEL 99+51, 14'RT.OF CL 1 46+18 LT DRIVEWAY #2 16 16 9 C 1.46 GRASS 62+09 LT DRIVEWAY #3 12 10 10 C 1.13 ADDRESS 3611, GRAVEL 111+84, 14'LT.OF CL 1 65+54 LT DRIVEWAY #4 38 25 10 C 3.22 GRAVEL 112+00,32'RT.OF CL 1 68+08 RT DRIVEWAY #5 95 VARIES 20 C 10.12 ADDRESS 3710 (CHEW CHASE), GRAVEL 112+00,22'RT.OF CL 2 71+21 RT DRIVEWAY #6 146 VARIES 17 C 14.35 ADDRESS 3710 (CHECHASE), GRAVEL 113+49, 12'LT.OF CL 1 W ADDRESS 3955, (CHURCH CAMP), 75+03 LT DRIVEWAY #7 25 15 13 C 1.55 ASPHALT APRON, GRAVEL DRIVE TOTAL 9 1 2 2 ADDRESS 3955, (CHURCH CAMP), 78+33 LT DRIVEWAY #8 23 18 11 C 1.08 ASPHALT APRON, GRAVEL DRIVE 91+63 RT DRIVEWAY #9 20 20 8 C 1.59 ADDRESSES 4242, GRAVEL 92+56 RT DRIVEWAY #10 30 20 8 C 1.99 ADDRESS 4246, ASPHALT 96+25 RT DRIVEWAY #11 34 28 8 C 2.47 ADDRESSES 4250, 4263, GRAVEL 97+05 LT DRIVEWAY #12 28 16 8 C 1.76 ADDRESS 4263, GRAVEL 98+93 LT DRIVEWAY #13 27 20 B C 1.87 ADDRESS 4303, GRAVEL 99+46 RT DRIVEWAY #14 28 26 8 C 2.15 ADDRESS 4346, GRAVEL 100+87 LT DRIVEWAY #15 28 17 8 C 1.79 GRAVEL 100+72 RT DRIVEWAY #16 180 180 8 C 14.39 ADDRESS 4351, GRAVEL 102+30 RT DRIVEWAY #17 180 180 8 C (INCL. W/#16) ADDRESS 4372, GRAVEL ADDRESSES 102+21 LT DRIVEWAY #18 30 15 12 C 2.82 4393,4391,4395,4397,4395,4399, ASPHALT APRON, CONC. DRIVE SIMCOE RD. (PRIVATE), 104+87 RT DRIVEWAY #19 25 25 8 C 1.99 ADDRESSES 21,23,31,41,61,71, ASPHALT 105+29 LT DRIVEWAY #20 11 25 15 C 2.46 ADDRESS 4431, ASPHALT APRON, CONC. DRIVE 105+64 LT DRIVEWAY #21 15 11 8 C 1.04 ADDRESS 4451, GRAVEL 106+92 RT DRIVEWAY #22 22 16 8 C 1.51 ADDRESS 4474, GRAVEL 108+75 RT DRIVEWAY #23 54 48 8 C 4.07 ADDRESS 4522, GRAVEL 109+23 LT DRIVEWAY #24 37 24 8 C 2.44 ADDRESSES 4531,4533,4535,4537,4539, GRAVEL 113+60 RT DRIVEWAY #25 46 46 8 C 3.67 (SETON CONST.), GRAVEL 1 13+83 LT DRIVEWAY #26 28 16 8 C 1.75 ADDRESSES 461 1,4613, GRAVEL TOTALS 213 824 811 ,M PEW. D oF7Q p7 wnow.ArrsbNow. ,z- _ 1,,� °y. Call Wore you 44 CI) iii 1. • ' SOUTH DISCOVERY ROAD •;/ ;dia� PAVEMENT PRESERVATION P4 DESIGNED BY: J. WAYAND 11/14/2018 ��/ ' �{ COUNTY ROAD PROJECT CR1976 DRAFTED BY: J. WAYAND 11/14/2018 4�• X CHECKED BY: E. KUZMA 11/14/2018 ��1 • r �;�,},:4V, COUNTY ROAD NO. 601508 �r N A ' 11 JEFFERSON COUNTY, WASH. 6 1 'I�>, Jefferson County • Department of Public Works PAVING SCHEDULE 7 DATE DATE REVISION BY JEFFERSON COUNTY ENGINEER APPROVAL DATES BUFFER DATA SIGN SPACING = X(1) RURAL HIGHWAYS 60 / 65 MPH 800' RURAL ROADS 45 / 55 MPH 500' SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' CLASS B LENGTH (FEET) 155 200 250 305 360 425 495 570 645 — RURAL ROADS,URBAN ARTERIALS, 25 / 30 MPH 200' (2) RESIDENTIAL&BUSINESS DISTRICTS END G20-2A URBAN STREETS 25 MPH OR LESS 100' (2) ROAD WORK 48"X24" (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE , 4),...„...j TRANSPORTABLE ATTENUATOR INTERSECTIONS AND DRIVEWAYS. B/0 30 FEET MIN. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT MINIMUM HOST VEHICLE WEIGHT 15,000 LBS.THE MAXIMUM TO ROADWAY CONDITIONS. WEIGHT SHALL BE IN ACCORDANCE WITH THE 100 FEET MAX. \ MANUFACTURERS RECOMMENDATION. \\ PROTECTIVE VEHICLE NO SPECIFIED 111 �Op MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE THE WORK AREA. 'op EQUIRED CHANNELIZATION DEVICE SPACING (FEET) `Sp. 1'I 50/65 10 TOER20 TANGENT p0 9� �: yJ� 35/45 10 TO 20 60 �1' ` P� Ilk , 25/30 10 TO 20 40 CLASS B �9+ '8, G20-2A a END `'����` e 48"x24"0 f ROAD WORK, - ,4� , \ ea ,� 4, , CLASS B �� �2 - W20-7A N. �� r SOP `Z` • ® CLASS B �c,,p. O�oPo BE W20-7B PCMS PCMS , Gs.,POS .j. .o + SD 4 PREPARED 1 2 1 2 G�,y + TO STOP CLASS B DATE ROAD EXPECT Ois- <5L. b.J�Q� 9, W20-4 ROAD TO WORK DELAYS �OO�OG , + -0O ONE LANE WORK DATE AHEAD A,��, LF + ROAD 'P 1l- AHEAD CLASS B 1.5 SEC. 1.5 SEC. 1.5 SEC. 1.5 SEC. W20-1 THREE DAYS PRIOR DURING O BE CLASS B 'boyo - ROAD TO CONSTRUCTION CONSTRUCTION f- W20-7A 4' +,� WORK MESSAGE SEQUENCE AT BIGINNING AND END OF PROJECT PREPARED ti AHEAD (2 PCMS TOTAL) TO STOP LOCATION TO BE STAKED BY ENGINEER CLASS B \:\ PCMS LOCATIONS AND MESSAGE SEQUENCE O +4� ONE LANE W20-7B 4 \ ROAD AHEAD LEGEND NOTES: ROAD CLASS B 1. ALL SIGNS ARE BLACK ON ORANGE. W20-4 j FLAGGING STATION WORK 2.EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS AHEAD N SIGN LOCATION SHOULDER IS RECOMMENDED. O O o CHANNELIZING DEVICES 3. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT CLASS B FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR W20-1 ow PROTECTIVE VEHICLE ^- RECOMMENDED ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 5. INSTALL CLASS B SIGNS IN EACH DIRECTION ON EACH END TYPICAL ALTERNATING ONE—WAY r • v :� Q'1 FLAGGER CONTROLLED / OPTIONAL PILOT ‘S' ; doa � a'l D 1/1 Z Know what's below. ', ' Call before you dig. Aci�� SOUTH DISCOVERY ROAD �• � o ! PAVEMENT PRESERVATION TC1 DESIGNED BY: J. WAYAND 11/14/2018 41°, 4ki..:t...40;TE:W(' 4(j. COUNTY ROAD PROJECT CR1976 DRAFTED BY: J. WAYAND 11/14/2018 �:/!t�JCHECKED BY: E. KUZMA 11/14/2018r4i N AV COUNTY ROAD N0. 601508 /� _____________ JEFFERSON COUNTY, WASH. SHEET Alf .- I Al� Jefferson CountyOF 7 FE COUNTY ENGINEER AP ROYAL DATE ' Department of Public Works TEMPORARY TRAFFIC CONTROL PLAN 7 DATE DATE REVISION BY 1 SFAS