Preliminary Review of Plans 041008C`C7NG111 TANTG
CIVIL:
PACLAND
606 COLUMBIA 8T. N.W., SUITE 105
OLYMPIA, WA. 98501
(360) 786-9500
CONTACT: BILL DUtJNING, P.E.
MIKE BEACH
SURVEYOR:
KPFF CONSULTING ENGINEERS
4200 6TH AVE. SE, SUITE 309
LACEY, WASHINGTGN 98503
(360) 292-7230
CONTACT: TGYd SWIFT. P.LS.
GEOTECH M CAL/ENVIRONMENTAL:
ZIPPER ZEMAN ASSOCIATES, INC.
19231 36TH AVE. W, SUITE 8201
LYNN WOOD, WA 98036
(425) 771-3304
CONTACT: TOM JONES, P.E.
TRAFFIQ
THE TRANSPO GROUP, INC.
11730 718TH AVENUE NE, SUITE 600
P,IRKLAND, WA 98034-7120
(425) 821-3665
CONTACT: BRUCE HALDORS
ERICH ARMBEUSTER
UTILITIES
STORM WATER/SEWER/WATER: ~ ~ Q
CITY OF YELM LLL~~~ ~I/^v`
105 YELM AVENUE W
YELM, WA 98597
ENGINEERING (360) 458-8438
CONTACT: JIM GIBBON, P.E.
ELECTRIC:
PUGET SOUND ENERGY
5807 MILWAUKEE AVENUE E.
PUYALLUP, WA 98372
(360) 786-5924
CONTACT: MARLEEN HEGG
NATUP.AL GAS:
PUGET SOUND ENERGY
5807 MILWAUKEE AVENUE E.
PUYALLUP, WA 98372
(360) 507-6810
CONTACT: CAROLYN SOETANGA
TELEPHGPJ E:
YCOMM NETWORKS
106 2ND STREET SE
YELM, WA 98597
i-800-441-3564
GOVERNING AGENCIE,'~`
CITY OF YELM, COMMUNITY DEVE OPMENT DEPT.
105 YELM AVENUE VJ.
YELM, WA 98597
(360) 458-3835
CONTACT: GRANT BECK
LANDSCAPING: CITY~:.('iF Y 1J~, PLANNING DEPT
-^'
PACLAND iC5 YY`` n4 A'vENUE W. ~„
YELM 98597 ~`P/1v ~.,
1144 EASTLAKE AVE. E., SUITE 6Ci ,
SEATTLE WA 9 109
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(206, 522-957C CONT CT: T MI MERRIMAN
C.ONT.4CT: SHAWN PARSONS, R.L.A.
CIT OF ELM, PUBLIC WORKS ,._
105 AVENUE W. .,'
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YELM
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98597 ~"~`
CONTRACT OWNER/APPLICANT )
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WAL-MART REAL ESTATE BUSINESS TRUST CI Y OF +YELId, BOIL DING DEPARTMENT ,~
2001 S.E. 10TH STREET 105 M AVENUE W.
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STORE # 3705-00
STATE ROUTE 510 EXTENSION
YELM, WASHINGTON 98597
DRAWING INDEX
SHEET N0. DRAWING TITLE
cv-1 covER sHEEr
ER-1.0 EROSION CONTROL PLAN
ER-1.1 EROSION CONTROL DETAILS
ER-1.2 EROSION CONTROL NOTES
CR-20 ROADWAY AND DRAINAGE PLAN AND PROFILE
CR-2.1 ROADWAY CROSS SECTIONS AND NOTES
CH-4.0 STRIPNG AND SIGNING PLAN
CH-4.1 STRIPING AND SIGNING DETAILS
CH-4.2 STRIPING AND SIGNING DETAILS
IL-5.0 ILLUMINATION PLAN
IL-S.i ILLUMINATION DETAILS
THURSTON COUNTY EXISTING UTILITY NOTE
AS FlRST ORDER OF WORK CONTRACTOR TO POTHOLE EXISTING UTILI?IEG ANC RELO LOCATE IN ALL
AREAS OF POTENTIAL IMPACT WTH NEW IMPROVEMENTS. IF A CONFLICT IS ICEN iIFIED NOTIFY iNE
ENGINEER IMMEDIATELY,
BENCHMARK DATA
FOUND THURSTON COUNTY CONTROL POINT "GP62°: FCOND
SURFACE MON W/BRASS CAP AT '03RD AVE. SE AND CREEK
STREET, POINT FALLS 23' SOU1H OF 103RD AVE. SE AND 2T
EAST OF CE!JTER CREEK STREET, AT EASTERLY EDGE OF
ASPHAI T.
NAND 'BS ELEVATION = 341J13'
FOUND 1HURSTON COUNTY Cu^'r!TROL POINT "784A": FOUND
2.5" BP,ASS DISC IN SIDEWALK AT YELM AVE., BALD HILLS RD
AND CREEK STREET. POINT FALLS IN CENTER OF SIDEWAi K,
(8 82'E/T) FROM SE CORNER DF TRAFFIC SIGNAL 80X, 22'
SW FROM CENTER OF BALD HILLS RD AND 345' NW OF
fENTER OF MORRIS RD.
IJAVD '88 ELEVATION = 359.Bb3
tJOTE:
ROADWAY DESIGN IS BASED ON NAND 1988.
{NAND '89 - 3.44 FEET = NGVD '29)
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YFI M. WASHINGTGN WAI -MART
A PORTION OF SECTION 29, T17N., R2W., W.M.
CITY OF YELM, COUNTY OF THURSTON,
STATE OF WASHINGTON
RECORD DRAWING NOTE _,~..- ~ A=~-r~..1€. ~:°z~. ~'`.'I~~ ~ r~~,~;`-~~°~~~°
AS PART OF THIS PROJECT THE ~ ALL COMPLETE AT HIS EXPENSE PROJECT AS-BUILT DRAWNGB ~ All TRANSPORTATION
IMPROVEMENTS ANp RENSICNS ASSOCIATED WITH THIS PROJECT. RECORD DRAWINGS SHALL BE COMPLETED i0 P,iE SATISFACDON OF THE
CITY OF YELM
DURING CONSTRUCTION, 1HE CONTRACTOR SHALL MAINTAIN ONE SET OF FULL SIZE PLANS FOR RECORD DRAYCNGS TfiE CONTRACTORS
SUPERINTENDENT OR AUTHORIZED REPRESENTATIVE TOGETHER WTH THE CITY DF YELM CONSTRUCTION INSPECTOR SHALL UPDATE THE PLANS
WITH RECORD INFORMATION ON A DAILY BASS IN ACCORDANCE WTH CITY OF YELM REQUIREMENTS. THE CONTRAGTUt SHALL PROWDE A CCPY
OF THE RECORD DRAWING PLANS AND AN AS-BUILT SURVEY IN ACCORDANCE WITH CITE OF YELM SPECIFIC RECCRD CRAWiNGS REOUIP,EMENTS
i0 THE ENGINEER UPON COMPLE110N OF CONSTRUCTION.
TRAFFIC CONTROL
F I CTf if
iRA(` R SH I SPC IR . F A FF C (` O CF PF UO F T M WSROi
THE C.ON ,T4 _ A_L BE R_ 1AS L OR TPA _ NTP IN A A WI T AN
LL _ ~0 L CCORD N__ TH _. JJRR~ ..D. P
STANDARDS. THE CONTRACTOR AT HIS EXPENSE SHALL PREPARE AND S'GBMIT TRAFFIC CONTROL PLANS AT THE 7 CONSTRUCTON METING.
PRIOR TO DIBRUP,!ON OF ANY lRA~FIC, TRAFFIC CONTROL PLANS SHALL BE APPRO'vED BY THE .,ITY OF YEUA ANC K DOT. NO WO4K SHALL
GCMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLALE WORK SIiALL CEASE WFIEN TRAFFIQ CONTROL FAAS TO MEET MINIMNM
REQUIREMENTS.
1RAFFIC CONTROL MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS A WEEK.
FRIOR TO WORK, CONTRACTOR TC PRONDE THE NAME P,ND PHONE NUMBER OF THE 24 HOUR TRAFFC CONTROL OaliACT PERBON TO THE
CITY DF 'tELM (XXXXXXXX, (XXX) XXX-XXXX)
NOTE TnUP.S10N COUNTY PROJECT N2G0„101579
i. CAUTION -NOTICE TO CONTRACTOR T'~E CON'RACTCJ2 IS SPEGFICALLY CAUTIONED TJAi THE IOCA'ION AND/JR E~..EVAP01 OF E%I~TING U~LI~ES AS
s
,HOWN ON THESE FLAN_ IS BA ED Oh RECORDS CF THE VARIOUS UTI ITY COMPAIJIES AN V,H`R P I P" 4 I!
L 0 c E OCN B_E ME .,URC E TAKEN IN P FlElti.
a r
CO'J nACTOR 10 CA_L 7 bOC 42 5555 48 HOURS PRIOR 7O P' ANN X'AVA.i N TH INF R TI I I f i
ED E L 0 S E 0 MA OJ ., JO TO BE FJED OJ AS BE UG EXAGL GR
COMPLETE. THE COti1RACTOR M CALL :;1E APPROPRIATE UTIL+.TY CGMFANY AI' LEAST 48 HOURS 5 OPE PNY EXCA P70N TO kE0UE5, E%ACi FIELD
LOCATION OF UTIU i. li SHAL BE ~HE RESPONSIBLE T" OF THE CONTRACTOR TO RE OCAIE kLL EXI i'NG IIILITIES YNW CONFLICT YlITH i4
PROPOSED MPROlEMENTE SHOWN JN "riESE PLANS
2 HE DESIGN SriOWN .S BASED UPCN THE ENCIWEER S UNDERSTANDING OF THE EXISTING CONDITIONS. rE,[ P aN LOES NuT fl:PRESENi A CETAILEL 'MELD
SURVEY THE E%ISTING CONDIiION° SHOWN ON TH_~E °LANS ARE 6ASE0 UPON THE ALTA/ASCM SUPVEY FOR PACLAND FEPARED 8Y "~H
C,CNSiRUCTION SERNCE, INC., BATED JULY :4, 2005 AND AODITICNAL TOPO BY KPFF OAIED JULY 9 2V07. THE CONTRACTOR IS REBPONS18LE FGt
VEkIFYiNG FEED CONDI iIONS PRIOR TO BIDDING :iE PROPOSED IA PRO~cIAENTS. IF ON. LICT ARE OISC04ERE0, THE CO!J14ACTOR SHELL NOTIFI' THE
DJGINEER PRIOR 0 INSTALLAi;ON OF ANY PORTION OF THE WORK Y/iICN WOULD BE AI FECTED.
3. WC1RK FOR THIS PRDJ.CT SHALL MEE~ OR EXCEED THE PROJECT SFEGFICATIONS, T E CURRENT CITY DF YELM STANDARO~ 'D SPEGFICATIONS; THE
CURRENT EDiiION OF iHR WASHIN TON BTA`C DEPARTMENT OF TRANSPORTATION STANDARD SPECIFIC-AiIONS FGA ROAD BE"GE AND 1/UNIGFAI.
CONSTRUCTION'. THE CURRENT ED'lION OF Th'E WASH!N~ON STATE DEPARTMENT OF ECOLOGY STORIAWATER MANAGEMENT uANUAL FOR ?fi` PUGET
SOUND BASM: CURRENT iHURSTUN COUNTY ROAD STANDARDS AND DRAINAGE DESIGIJ AND EROSION CDNIROL MANUAL.
F O R VIEW ONLY BY APPROVED FI GG\SIRCFTOIv
D IELOFMENT R ft8 ENCIIJEEk
~~ APrRGVAL EXPIRES: -
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0 fi06 Columbia Si. N.W., Suite 237 T f35C1786-9500
~0B Olympia, WA 98501 F (3561786-5267
wuM,.§dr+nc.ron
LOCATION-----`
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IMPROVEMENTS ~ ¢'~y,
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PROJE
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T.17N R.2E. SEC.29 W.M.
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SOtt. EROSION/SEDIMENTAi1CN CONTROL OPERARGN THE SCHEDULE
NOTE: GENERAL CONTRACTOR i0 COM°LEIE iAOLE WITH THEIR SPECIFIC PROJECT SCHEDULE
CONSTRUCTON SEWENCE JAN REB MAR APR jMAY JUN JUL AUG iSEP OCT NOV DEC JAN FEB MAR APR NAY JUN
ROVGH GRADE /SEDIMENT CONTROL
TEMPORARY CONTROL MEASURES
STRIP k STOCKPILE i0P561L
STORM FACILI11E5
TEMPDRaer coxsrxucnoN Roaos I
FWNOATICM / DU!LDING CINJSTRUCTION ! i
. snE ccNSmucnaJ ' ~
I PERNANENT COh'IROI STRUCNRES ~ '
FINISH GRAnING
LANDSCAPING/SEED/FINAL STABILQAIION '
I
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4
STORMWATER OUTFACE NOTE
RUNOFF FROM ROADWAY IMPROVEMENTS WILL
SEE C04ER SHEET FOR ADDIPONAL
EYJSPNG LEGEND SYVDOLS 3F~EIFLOW TO ROADIE DITCH/SWALE OR WILL
SHEETFLOW TO NEARBY CATCH BASINS AND SE
SEE SHEET ER-1.1 bND ER-7.2 CONVEYED TO ROADSIDE DRCH VIA STORM PIPE, GRAPHIC SCALE
FOR EROSION CONTROL DETAIL PRIOR TO INFRLTRATION INTO GROUNDWATER. NEAREST
AND NOTES BODIES OF WATEl1 ARE THE NISOUALLY RNER APPROX.
CALL 48 HOURS 1/2 MaE EAST OF THE SfTE, AND YELM CREEK r~ 1
(
m
BEFORE YOU DIG A
LOCATE7J APPROX. 1/4 MILE WEST OF THE SITE. ~,,,,
AREA SUMMARY ,_8DD_424_5555 NOTE
6ESCRIPTION ACRr" INLET PROTECTION MEASURES SHALL BE APPLJED TO
ALL EXISTING AND PROPOS®CATCH BASM
PAVEMENT 71 UE410?ER OWNER: S'fAUCTI1FiES RECEMNO FIUN'JFF FROM THE
WAL-MART STORES INC. CpI,I,gTpLK71pH AREA
LANDSCAP .BS 2001 SE 10TH STREET
- n s e~9roN3LaoooR 72712 STABILIZATION /SEEDING NOTE
- mw u mxrAC~c TEUaoaaar sr~olNC - Wroln is van aFTLS coNSmucr~L acnVrY cEASS ou
ANY PARnRIUR AREA ALL pGNRREO dtOUtlD MHERf (HERE MLL NDi BE
CONSIRUCt10N FOP LONCkR 1NAN 21 DAYS NET 0E SEEDED W1H FAST-(£RMINAiINC
iE'NtworN[ IENPptARY EOEO AND PRDiECiED MM MUICf.
PROJECT PHASING TABLE PERMANENT sEralxc - au AREas ar F:xu NtADE oust eE sEEDEO wtxul la APPRDtEO fat corJSmucnoN
DAYS AFTER CDNPLEnfB1 Of ME MAJpR CCBfiRDCnON ACnN}Y.
' SEE SHEET ER-1.2 FOR HYUROSEED MIX INF6RMATION. BY: DATE;
UEVELOPMENE REYEW ENGINEER
APPROVN. E%PIR€S
~~t~a .o~tex~ ~ $~ ~;~, ,, J~•-#~erns~i"s=Re~"cFl tion.z., =x tLt~,,s w„aam .
JRM 70/30/2007~~
R56 PRELIM.
_-_ Cixeked RL* Prc~Ciltir T.
NEED 3000'004
~~~~'~~- WAL-MART STORE #3705-00
~ ® ~ ~ ROADWAY IMPROVEMENTS EROSION CONTROL PLAN ER-1.0
mNaANW.su"~=== r1~D1>Da~.~ YELM, WASHINGTON
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T.17N R.2E. SEC.29 W.M.
N~TE6
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usi eeern~~ \\ ~
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S7AIJDARD PLANS/DEiA4S SIICWN FOR CONVENIENCE
ONLY. CpNTFACIOR i0 09TAN M0.T CI1kREN?
1ErtSIGN Of WSOOi A!JC/CR TY S7ANRiFRD
LP.NS/OE ALS PRIOR Tp BID/CON TRUCitON, AND
PC4f=RE i0 AL' APPLICABLE SiAN~ARD
PLANS/DE AILS
CALL 48 HOURS f~k ~tG ~f ~ ~~
BEFORE YOU DIG z>( ,~~~;
1-d00-A24 5555
~~ ~~ 70/30/ ~~
PRELI 9 R ~ WAL-MART STORE #3705-00 EROSION CONTROL
~- JRW M ROADWAY IMPROVEMENTS ER-1.1
~, ~ -~~' ~,~~-1- 971 1~ CheckeaHy PrgedN ~~ :y\*t~ s zu T (3607 JBF95W
~ _ ~ •- - r per'--~~ -1 ar~~ CU7 v~ k y YELM, WASHINGTON DETAILS
N~ _ ~7 WED 30GG1.iG4 I ~oxe~ O„nyy wa ssEOS E{95eF iac szsn Sheo13 0711
GENERAL EROSION CONTROL NOTES __ T.17N R.2E. SEG.29 W.M.
1. THE DESIGN SHOWN IS BASED UPON 'HE ENGINEER'S UNDERSTANDING OF THE EXISTIIJG CONDIiADNS. Tile 20. ON-SITE & OFFSNE SOIL STOCKPILE kND BORROW AREAS SHALL BE PROTECTED FROM EROSION ANJ
PLAN ODES NOT REPRESENT A DETNLED FIELD SURVEY. 7HE EXI 11NC CONDITIONS SHOWN ON THIS PLAN SEDIMENTATICR THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTCES. STOCKPILE ANC BORROW
SKEET ARE BASED UPON 7HE SURVEY PREPARED BY JVri $URVYING I;JC., DATED JULY 14, 2005 AND AREA LOCATIONS STALL BE NOTED ON THE SITE MAP ANU PCRlAITTED IN ACCORDANCE YIITH GENERAL
AOUINONAL TDFO BY NPFF DATED JULY 9. 200]. THE CON iFACiUR IS RESPONSIBLE FOR vRIFI'IIJG FIELD PER'MiT REOLNAEMENTS.
CONDI710N$ PRIOR TD BIDDING 7HE PRCPOSEC $I7EWCRK IMPROVEMENTS. IF CONFLICTS ARE DISf.OVERED,
THE CONTRACTOR SHALL N07U'Y 7HE OWNER PRIOR TO INSTALLATION OF ANY PORT:DV OF 7HE $ITEWORK
WHICH WOULD BE AFFECTED, IF CONTRACTOR DOES NOT ACCEPT E%ISiING ~UP:vEY
INCLUDING 21. SLOPES SHALL BE LEFT IN A ROUGHENED CDNDITIUN DURNG THE GRACING PHASE TO REDUCE RUNOFF
,
TOPOGRAPHY AS SHOWN ON 7HE PLAtvS, WITHOUT E%CEPTION, HE SHALL HAKE MADE, AT HIS OWN L%LOCITIES AND ERUSON.
EKPctJSE, A TOPOGRAPHIC SURVEY BY A RECISiEHED LAND 5JRVEYOR AND SUB)dli li 70 THE OWNER FOR'
REVIEW. 22. DUE TO THE GRADE CHANGES DUPING 7HE DEVELPPIAENT DF THE PROJECT, THE CONTRACTOR SHALL BE
2. CAUTION - NOTICE TO CONTRACTOR RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES' (SILT FENCES, ETC-) TO PREVENT
iFIE CONTRACTUR I$ SPECIFlCALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ER090N.
UNLITIES AS SHOWN ON 1HESE PUNS I$ BASED ON RECORDS OF 7HE VARIOUS UTILIN COMPANIES AND
,
wHENE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THC INFORMANON IS NOT i0 BE RELIED ON A$
23.
ALL CONS-RVCNON SHALL BE STABILIZED Ai THE END OF EACH WONNING GAY, THIS INCLUDES
BEING EKACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEP.ST EACKFILLING OF TRENCHES fOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR pITUMINOUS
46 HOUP,S BEFORE ANY CXCAVAT!ON TD REQUEST EXACT FIELD LOCATION OF UrL;TIES. l7 SHALL BE THE PAVING FPR ROAD CONSTRUCTION.
RESPDNSIBILNY DF THE GONTRACTUR 70 RELOCATE A'1 E%ISiING UPLiTlES W11CH CON'FL'CT YXiN THE
PROPOSED b1PR0YEMENTS SHOWN ON THESE PLANS. 24, THE CONTRACTOR SHALL BE RESPONSIR:.E AT ALL TIMES FUR PFEVENTINC SILT-LADEN RUNOFF FkOM
DISCNARGIIJG F(YJM THE PROJECT SITE. FAIWRE BY THE CONTRACTOR CAN RESULT IN A FINE THE
~. THE STORM WATER POLLU'ION PREVENTION PLAY IS COMPRISED OF THIS DRAWING ("SITE MAP"), THE DESIGNAlE6 TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST GE AVAILABLE FOR CONTACT BV
STAfJDARD DETAILS, 1HE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPEC!FICAT;ONS SEC110N 02370 TELEPHONE ON A 24 HOUR 6ASIS iHRCUGHOUT CONSTRUCTION AND UNTIL 1HE PROJECT HAS BEEN
(°SYRPP'), PLUS ME PERMIT AND ALL SUBSEQUENT REPORTS AND RE!AiED DOGUMENiS. COMPLETED AND AP?ROVED BY THE GOVERNMENTAL hGENCY WITH JURISDICiION-
4. ALL CONTRhGT0R5 AND SUBCONTRACTORS INVOLVED WITH STORIA WATER POLLUTION PREVENTION SHALL
OBTAIN A GDP'; OF 7HE STOkM WATER POLLUTION PR VENTION PLAN AND 1HE STALE OF WASHINGTON
NATIONAL Pd1UTANT DISCHARGE ELIMINATION cYB1EM GENERAL PERMIT (NPDES PERMIT) AND BECOME
FANALIAR WITH THEIR CONTENTS
5. CONTRA.CiOR $'~.AL! IMPLEMENT BEST MANAGEME"!T PRACTICES A$ n'EDUIRED BY THE $WPP'r. ADDITIONAL
BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDTON$ AT ND ADD'TIOIdAL
GDS7 OF GiMJER THROUGHOUT ALL PHASES OT CO,VSIRUC'TION.
B. BEST MAEiAGEMENi PRAC11CE5 (6MP'S) FND CONTROLS SHALL CONFORM i0 FEDERAL, STATE, CR LIKA'_
REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITKKJAL
CONN?OL$ AS DIRECTED BY PERMITTING AGENCY f.F OWifER,
7. SITE lAAP MUST CLEARLY DELINEATE ALL BTATE MATERS PERMITS FOR ANY CONSTRUCTION ACTINTY
IMPACTING STATE VYAIERS OR kEGULA'ED N¢TLANDS MUST BE MAINTAINED ON SITE P.7 AU. TIMES.
B. CONTRACTOR SHALL MINIMIZE CLEARING i0 THE !AaiIMUM E%~M PRACTICAL OR AS REgU'RED 8Y THC
CETERA. 'ER,MIi.
_. GENERAL f,ONiRAf,TOP. SHALL ?EMOTE ON PLAN 7TiE TEMPORARY PARK.INL' AND STURACE AREA 'NHICH
Sh'ALL A'SO BE DSED AS THC EC'JIPMEN` AIAINTENANGF. ANU CL~ANINC AREA ERIPLOIEE PARKING AP.EA
AM1D AREA FOR LOCATING PORTAB~ FACII:TIES, OffICE TP,AREFS, AIvD IJILT FACILITIES.
10. ALL WASH WAER (CONCRETE TRUCKS, VEHICLE CLEANING, EQ'JIPMEM CLEP.NING, ETC.) SHA!'. BE
DETAINED AND PP,OPER:Y TP.EAIED OR DiSPCSED.
ii, SUFFICIENT UL AND GREASE AESUP,BI,YG' MATERIALS FND FLOTATON BOOMS SHALL BE MAIN"AIMED ON
SITE CR READILY AVAILABL-- TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND lLA{S.
12. DUST ON THE SIZE $h'ALL 6E GONTRDLLEU THE liS OF MOTOR OILS ANC OTHER PEIROLEUTA BASED OR
TOK!C UOUID$ FOR DUST SUPPRESSION OPEkAT10N5 IS PROHIBITED.
'3, RUBBISH, TRASH, GARBAGE UTTER, OR OTHER SUCH MATERIALS SIJALL BE D"ePOSTED IN'O SEALD
CONTAINERS. MATERIALS SHALL & PREVENT<D FROM LEAVVYG THE PREMISES ThROUC.H THE AG1101V OF
WIND OR STORMY/ATEP. DISCHARGE IN10 DRAINAGE UITCHE4 On WATERS OF THE STATE.
14. AL S70RM WATER POLLUTON PREVENTION MEASURES PRESENTED ON 17115 PLAN, AND IN 1Hc' STORM
WATER POLLU T!ON PREVENTION PLAN, STUILL BE INIiiAIED AS SOON AS PRAT, TICABLE.
5. DtS7UEBED PORTIONS OF THE SITE W4ERE CONSTPUCTION ACTINTY HA$ 5'iOFPED FOR Ai LEAST 21 DAYS,
SHALL 6E TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DA'6 FROM THE
LAST COLVSR2UFTION ACTINTY OCCURR',NG ?N THESE AREAS.
16. DISTURBED PORTIONS OF THE SITE NHERE CONSTRUCTION AC11Ytt HAS PERMAIJENTLY SiOPPEC SHALL BE
PEP,MANENTLY SEDED. 1HESE AREAS 5{ALL BE SEEDED NO LATER THAN 14 DAYS AF1ER 7HE UST CDIJSTRUCTION
ACTIVITY OCCUF,RING IN THESE AREAS. REFER i0 THE GRRDINC FLA!J AND/OR LANDSCAPE PLAN.
;7. IF THE ACTION 9F VENICE%S TRAVELIWG DVErc THE GRADE'_ CONiIR'JCIIUN ENIP,ANCcS IS NDT SUFFICIENT '0
REMOVE THE MAJOkIiI' OF DIRT OR MUD, THEN THE TIRES MUST GC WASH-D BEFORE THE VENICE'S EIJTER A
P;IBLIC ROAD. IF 41ASNING IS LISED, PROVISIONS MUST 9E MADE TO INTERCEPT THE YIA;H WATER AND TRAP 7HE
SECIIMENT BEFORE 'S IS CARRIEC OFF THE SITE.
T& ALL MATER10.!S SPILLED, OROPP WP.S-.E7, OH TRACKED FROM VEHICLES ONTO RQACVl.415 OR IN70 STORM
DRAINS MUST BE FlEMOVED IMED AFEL'..
25. THE IMPLEMENTATION OF THESE ESC PL4N5 AND THE CONSTRUCTION, MAINTENhNCC, P.EPLACEMEM AND
UPGRADING OF THESE ESC fACIUTIES IS THE RESPON51BiLltt OF iHf CONTRACTOR FROM 7IdE BEGINNING
C= CONSTRUCTION UN71L ALL CONSTRUC110N IS COMPLETED ANO APPRDVD BY THE GOVERNMENTAL
AGENCY VATH JURISDIC110N AND THE SITE IS STABILIZED.
26. THE DOUNDARIES DF THE CLEAP.If1G LINTS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND
INSPECTED BY THE LOCAL JURI9JICTION PRIOR TO .41:Y CLEARING OR CONSTRUCTION TAKING PLACE.
DURING COIJSTRUC710N, NO DISTURBANCE 6EYON6 THE FLAGGED CLEARING LIMITS SHALL BE PERMtT'.ED-
THE (LAGGING SNAIL BE MAINTAINED BY THE OWNER AND/OR COMRACTOR UtJiIL ALL tONSTRUCT10N IS
APPROVED.
27. THE EROSION AND SEDIMENTATCN CDN~ROL FAGLIiIES SNOIVN ON THIS PLAN ARE TO EE CONSIDERED
ADEQUATE BASIC RELVIIREMENTS EGR NiE ANiIC1PATED SITE CGNDITIONS DURIWC CON>iRUCT10N,
DENATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN VlATER OLALITY
2H. P.LL EP,OSION AN] SEDIMENTATIOF! CONTROL MEASURES SHALL BE INSPECTED 8Y THE CONTRACTOR ON P.
FREO'JENT BA515 ANU IMlAEDIATFiY AFTER EACH kARVFALL, P.ND MAINTAINED AS' NECESSARY TO INSURE
TIV~IR rOVi,, n F NCTI .I. .1 SECT A-N', A.,;,,. ..~ k '~ J ,.A. ... ! E~ S~r,. IE~ ., .,,.,,
ETC. PRIC't TO Ti SEDIMENT REACHING 1/l ITS MAXIMUM Pni._N TIAL DEP1H.
29. AT NO NAE SHALL CONCRETE CONCRETE 6YPRODVCTS, VF ICIE FLGiDS, PAINT ,.hEIJICALS, DR OFHEP.
POIL'JTING NATTER BE PERMITTED TO CISGHARGE TO THE TEM Qr,ARY UR F~RMANEA'T DRAINAGE S'YEIEM,
QR i0 DISD{ARGE FROM THC PROJECT $VE
30. THE CONTRACTOR PERFOkM;NG 111E WORK SHA1 MAUJTAIN A SET OF THE APPROVED COM1STRUCDON
DRAWNJGS ON SITE AT ALL TIMES WHILE CONSIP,UCHOW IS IN PROGRESS.
31. IT SPACE BE THE RESPONSIBILITY OF THE CONTRACTOR PERFOPMING THE WORK TO DETAIN ALL
NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TU COIAMENCINC .4f1'r WORK YlTHIN THE PUBL!G
RIGHT-OF-'WAY.
32 THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVNadG ADEQUATE 1RAFFIC
CONTROL AT 0.LL T'~ME$ DURING CONSTRUC'ON ALONGSIDE OR YA TH PJ ALL PUELIC kOFDWAYS.
33. THIS APPROVED 'TEMPORARY EROSION AIJD SEDIMENTATION CONTROL PLAN' MUST B` PAPLEME'J TED PRIOR
TO AIJY SITE NA)kK. SEE THE PLANS AND DETAILS FOk FURT~iEF INFORMATION.
34. LIVE CONTRACTOR $HHLL NOTIFY THE O'MJEk AND THE ENGINEEk IN 7HE EVENT OR D'SCO'hRY OF POOR
SOILS. G'ROVNDWALR OR D1SGP,E?ANQE$ IN THE E%15PNG CONDITIONS AS NOTED 9N THE PLANS.
3S MAXIMUM S_OPES SHALL EE 3:i HORZ: VERY FOR FlLL SLOPES, AND 3:1 HOF2IZ: NERi fOR CUi SLOPES.
36. ROCKERIES OR OTHER RETARJIVG FACILITIEf EXCEEDING S' IN HEIGHT REQUIRE P. SEPARATE PEP,MIT.
3J. SLOPE STABLIZAiION. CUT AND FILL SLOPES $HP1L BE CON57RUCTED IN A MANIJER THAI NNLL ldINI1AIZE
EROSION. P.OLGHEN'_D SOIL SURFACES ARE PREFkRFD i0 $MOOTIi SURFACES. INTERCEPTORS SHOULD EE
COHSTRUCirD AT THE TOP OF LONG, STEEP SLOPES NHL(`;{ HAVE SICNNIFlCPNi AREAS ABOVE 'HAT
CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD M1'OT 5E ALLOWED TO FL01V DOWIJ THE FADE OF p
CUT OR FILL 30PE UNLESS COIJTAINED WITHIN AN ADEQUATE CHPNR'EL OR PIPE SLOPE ORALLY. WHEREVER
A SLOPE FACE CP.OSSES A WATER SEEPAGE PLANE, ADEDUATE CRAINAGE CR OP.iER PROTECTION SNOULC
LE PRONDEN- IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE W.TH ITEIA (17) ABOVE.
38. STORM O 41N INLET PROTECTION. P.LL SECPM DRAIN IWLE TS 7ADE OPERABLE DURING CO.VSiRU.TtON SHALL
BE PRO EC ED SO THAT TDRMWATER RUM1DFR 511ALL NOT EVTER TIE CONVcYANLE SY.,'.EIA W TROUT
FR57 B NC FL'ERED OR 07HERN75E TREAT D TO REMOVE SEDIMENT.
19. CONTRACTORS OR G'U5CCI:iRACTOF V~LL B_ RES CN'SIBLc FCR kEMO'v1NG SEDIMEN IN HE -TENTION POND AND
ANY SEDIMENT i4AT nfAY HAVE CO.LE.,IED IN ThE STORM S:WER DRAINAGE SYSTEM IN CONJ'JHCTION Vh'TH TPf_
STABILIZATION OF THE SITE.
39 RIFER TO PROJECT SPECIFICATIONS FOR SURFACE WP.TER POLLUTION PREVENTION PLAN (SVlPPP)
NARRATfVE.
MAINTENANCE
ALL MEASURES STATED DN THIS EROSION AND SEDIMENT CONTROL PLAN, ANG IN 7HE STORM WATER POLWTIDN
PREVEN11uN PLANAUOtJ, SHALL BE MAINTAINED IN FULLY iUNCT10NAL CONDITION UNTIL NO LONGER REDUBED
FOR A L'DMPLETEO PHASE OF WURK OR FINAL STABILIZATION OF FNE 511 E. ALL EROSION AND $EUUAENTATIDN
CONTRCI. MEASURES SHA!L BE CHECKED RY A QUALIFIED PERSON IN ACCORDANCE WITI{ THE COIJTRACT
DOCUMENTS DR iNE APPLICABLE PERMIT, WHICHEVER IS IdURE STRINGENT, AN) REPAIRED IIJ ACCORDANCE WITH
THE FGLLOWING
7. INL*`T PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF 1HEY SHOW SCATS DF
WVDERMIh'ING, OR DETERIORATION.
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE htAl P. GOOD STAND I$ MANJTAINED. AREAS
GHOULD fiE FERi!LIZED, WATERED, AND RESEEDED AS NEEDED.
3. SILT FENCES SHALL dE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. $EOIIAENi SHALL BE
AFMOVED FROM 7HE SLT FENCES WREN I7 REACHES ONE-HALF THE HEIGHT OF THE SILT FENC.
4- THE CONSTP,UGTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION VA{ICH WILL PREVENT TRACKING DR
FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC LOP DRESSING OF THE
CONSTRUCTION ENTRANCES AS COM1DITION$ DEMAND.
5. PNE TEMPORARY PARKING AND STORAGE AREA SHALL BE xEPT IN GOOD CGNDIi!dV (9JITPBLE FOR
PARKING AND STORAGE). THIS MAY REQUIRE FERIODVC TGP DRESSNG OF THE iEMPORAFY PARKING A$
caJOnmNS oeaANO.
6. OUTLET SRUCTUttES IN THE SEDIMENTATION EASIIV$ SHALL BE MAINTAWED IN OPEP,ATONAL CDNOITIONS
AT ALL TIMES. SEDIMENT $HP.LL BE REMOVED FROIA SEDIMENT BASINS DR TRAPS WHEN THE DESIGN
CAPP.CITY HA$ BEEN REOJCED Br 5U,.
SOIL TYPES
lh'E VIJIIED STATES DEP,4RTMENT OF AGRICULTURE SOIL SURVEY FOR THUFSTON COUNTY, YIASHINGTOIV IVDICA7E5
THAT iliE SfTE !S UNDERLAIN BY $PANAWAY STONY SANDY LOAM. THOUGH ACCOFDING TO THE GECTECFINICAL
EVALUA'~UN, iH€ SITE IS MEDIUM CENSE, M015T, SLACK, SAVOY, SILTY GRAVEL TO SANDY GP,AVELY SILT HND IS
UNDERLFIId VAIN MEDIUM DENSE i0 VERY DENSE, MOIST, BROWN, SANDY, GOBBET GRAVEL WITH SOME SILT AND
60ULDCFS (UP lU 24 INCHES IN CIAIAETER).
STAEILIZATION i SEEDING vOTE~
TEMPORM2Y 5EiDINC - WI R7N '4 DAYS AFTEk CONSiRUCTIDN ACIVN, CEASES Old ANY PARiiCI,LAR AI?A, ALL
DISIURBB) GROUND WHERE THERE WILL NOI BE CONSTRUCTtON fOR LONGER THAN 27 DAYS MUST BE SEEDED
WITH FAEF-GERMINATING TEMPORARY SLED AND PROTECTED WITH MULCH.
PERMANENT CEDING -ALL AREAS AT FWAL GRADE MUST BE SEEDED VATHI!J 14 DA'!S AFTEk COM?LEMON OF
T;iE MAJJR CINJSTRULTION ACTVItt
H YDP,OSEED IAI%
A. MIX 1G BE D.F. MARKS CGIAFANV (1-800-767-3602) ITEM N0. 55, CUAPOSED CF
409. JAS"DAR TALL FESCUE
309. BARCLAY PERENNIAL R1=GRASS
259. RES CREEPMG FESCUE
5:, HIGHLAND COLONIAL BENiGRA55
APPLY 0 THE SEEDING RATE CF 5-7 ~'/100d
B. STANDARD EROSION f,OMROL MIX TO BE YlSDOi SPECIFIED / D.F. MARKS CO. ITEM H0. 200fiG. M111X SNAIL
CONSIST OF:
45% Rm CREEPWG FESCUE
459< PERENNIAL RYECRPBS
I_~ HIGHLAND C'OLDNIAL &NTGRASS
CALL 48 HOURS
BEFORE YOU SIG
T-sao-a2a-e555
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WAL ARTM STORE #3705-00 EROSION CONTROL j
ROADWAY IMPROVEMENTS NOTES ER-1.2
YELM, WASHINGTON 1~ ~at3afn
STATE ROUTE 51U -
INTERSECTION CURVE
TABIE
N0. BEGIN STA. OFFSET END STA. _
OFFSET RADUS LENGTH DELTA
220+97.A0~ 66.55' LT.~ 221+32.75 3200' LT. 36~OJ' 54.53' 87'93'27'
220+99.25 35.49' LT." 221+34.24 00.00' L'r. 56.46' 90'47'42"
~n~~~.,, ~,. ~ ~ ~,,~~ ~, rxv~M ,y~`~•_~ z T~'~;xa crG"t'~ ~'x~
INAL SOIL STABILIZATION Nf1TF
THE CQVTRACiDA SHALL PRONOE A MVYtdWA OF 6° DEPTH COMP0;1 (PER
Cltt pF YELM AND W5DOT STAN.7ARD5) AND li lDROSEED AL AREAS OF
DISTURBED SOILS DUE TO GONSiRUC17pN ACTIVIilES. TFE CONTRACTOR IS
REFd'ONSIBLE FOR PRONDING TEMPORARY WATERING IF NENED TO
ESTABLISH SEED G<RAIMATION AND PROVIDE SU651ANTIAL GROWIH,
T.17N R.2E. SEC.29 W.M.
COMMERCIAL ACCESS
HORIZONTAL CURVE TABLE
CL CURVE OEIiA RADIUS LENGTH TANGENT BEGIN STA. END STA P.I. $i4.
CI 2'44'54" 8350-02' 400.53` 200.}0' 223+32.38 227+32.90 225.J265
C2 4'08'42° 8349.99' 604.07' 301.17' 227+32.90 233+.3fi.97 230+J5D7
~ ~ ~ ~ EYISTfNG E9 CDF .. _;
~ \. FAYEdEI -
I 5~ 510 ,,IA 220+8388 .__....~ "" ~._-. -._. _ .%.,,,.. .,..
~~
103RD AVE $ A, 207+00.9.,
,~i ...: '. _, DITCrI FLOW INE (r.P.)
T ~ I 1 PR6POSED R/Y! ~ ~J
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KEY MAP
NTS.
~`>~L` ;D,~e`,-e- ~y~ ~"..,a C2 231+C0
_ 232+00
PROFp5E7 R vl ` R/w
5 A [ 0 2 .9~ LEXISTVJG EDGE OF
_ND t;..;. @ eAJ N_n PAVEMENT
0 I T AND 33' U '
- . IlATGt' E%IS ING
I wAL-MART STORE #3705-00 `~ .~.r
® ~ ~ ~ ROADWAY IMPROVEMENTS ROADWAY AND DRAINAGE CR-2.0
~s°°"m°~~^W-w°«55 Tr~4°J7~~ YELM, WASHINGTON PLAN AND PROFILE
Olymga, WA 96501 FWJ~pK66-o5~] sreasan
LEGEND
24+00
CEN1E,i LME
-+- -
LOCATION
_ _ _ PRaPERrv uNE/ OF OFF
RIGFi OF WAY SITE
EDDE of PAVEMENT IMPROVEMI
A-N,,++r~ ~~~ ASPHALT CONCRETE
~ _ PAVEUENr
~„~ .:
SF 507 5[
GRAPHIC SCALE ~
t r
,..,,.. - .,. ,.,2.a.... _... .. .,.....v.-.- ,.-.-....--...._.. ... ,.._.. 1
E%ISTINC SIDEWALK
- ` ~ ~II4lLTRAT10N POND /RBA (T1'~.) ' ~Ea1511kG GURB~
AND~GUTTER
•p] ~ EXISTING WFILTRATIdN,~ I
FAaLTr I
T.17N R.2E. SEC.29 W.M.
r
PkOPOSED SR 510 4 B_IJLPi FROPOSEC
R/VI VARIES ~ ~ R/YV
23' 2' StiiOULDER VARIES (72' - I6') 12' ypRIES II'
GENCH (RAVEL LANE iRAIsL IhNE {4 - 5')
I SHOULDER I
I i I I
i
MATCH
I 2% ~ GFADE G I
I I ~ 1 MAX {TIPICAL) I
.5D .J.Y. 05~,.. ~ SSA E COUn'SE
"'~~ ~ AS NEC.SShP.Y
_., .50' ASPHALT CONCRETE FAVEIA.NT, HNP. CLASS
FI ~ ~ ~ ~ ~,, ~ ~ I/z' Pc ea sz (z uFls) (GOMPAGT¢~
µ;~ ~ ~;,,A,~ ~py.A~-~~~~ 0.50' CRUSHED SURFACING BATE COUP,SE (COMP,:CTCD)
'~"~ ~`~ ~"` `~''~'~`~~~ ~`~" TIPICAL SR 510 ROADWAY SECTfON
~..__.-. NTS
1 1 - / 1 ~ - U
346
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344
GENERAL STREET CONSTRUCTION NOTES:
I. ALL ROADWAY CONSiP.UCT10N Sk ALL CGNFOFM i0 THE SPEGFICATIONi IN 7HE
CURRENT EDITION OF iNE WASHIgGTOH STATE DEPARI1AENi OF
TRANSPORTATION SigNDAP.D 5PECIF7GAilIXJS. p' ~ {~'~^~.~ q;~ +(~L ~, ~ d4=
~~.
2. ALL CURB AND GUTTER, STREET GRADES, SIDCWALK GRADES, AND ANY OTHER ~'r'°'~m3
VERTICAL AND/OR HOR20NTAL ALIGNMENT SHALL BE STAKED BY AN
ENCIHEERING OR SURVEYING FIRM CAPABLE OF PERfORM~NG SUCH YA7RN.
AFTER NEW CUftO LINES HAVE BEEN STAKED, THE CONTRACTOR SHALL
INSPECT PAVEMENT CROSS SLOPE AND VERIFY Th'Ai EXISTING CONDI17CN5 AND
NEW IMPROVEMENTS N7LL NOT RESULT 'H POOR DRAINAGE CONOITION$(LE.
PCNDING.) THE CONTRACTOR IS TD NOTIFY L4E ENGNEER OF REC9R0 OF
ANY DRAINAGE OR CRO55-SLOPE ISSUES, PRIOR TO INSTALLI~NC THE
IMPROVEMENTS
3. WHERE NEW ASrMALT JOINS EK;SPNC, ME EYIS¶NG ASPHALT SHALL ~ CUT
i0 A NEAT VERTICAL EDGE AND TACKED PATH ASPHALT EMUiSION TYPE CSS-1
IN ACCOR-ANCE WITH T,:E STANDARD SPECIFICATIONS. THE NEW ASPIALi
SHALL BE FEATHERED HhCK Oven EXISTING TO PRONDE FOR A SEAL 4T l;E
SAWGIT LOCATON AND THE JOINT SEALED WITH GFADE AR-4000W PANNG
ASPHALT. IF ISOLATED OEPRES~ ONS ARE NO7ED ADJACENT t0 SAWOJ7
AREAS, LIMITS 6F PAVEMENT REMOVAL (AND REPLAGMrJJT) SHALL RE
INCREASED AS REQUIRED 10 PROWDE SMOOTH PAVEMENT TFANi1110NS AHD
TO ELIMINATE PAVEMENT IRREGULAR( i1L, ALL AS PART OF THE RASE R.D.
4. COIAPACTION OF SUBGRADE, POCK, AND hSPHALi SHALL HE I'J ACCDi~ANCE
W1TH THE WSDOi STANDARD SPECIFlCATIONS.
5. FORM AND 5U9GRRDE INSPECT''-0N BY THE Cltt OF YE A/WSGOT IS RExlIRE6
BEFORE ?DURING' CONCkC1E. TNENtt-f0U? H~~WS NOTICE IS R GI.IP,.D FOR
FORM INSPECTION.
6. SEE CITY Of YELM/WSDOT 9FVELMMENi fU-0ELINES AND PUHUC WCTRS
STANDARDS AND WSDOT SPECIFICATION AS P.PPUCABLE FUR 1ESTINC-IND
SP.IAPLING fREOUENCIEE.
7. FOR WORK N1 N'+ai'S.fiICH7 DF WA4, A'.1 DISTURBED AREAG TO 6~
NYDROSEEDED AND SO!L AMENCEG PER NSDOT SPECIFICATION. CON1kSCTOR
TO COORDINATE WNH."di~7-INSPECTOP,. SIXL hMENDIAENi TO BF PrP.T OF
BASE HID.
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-60 -40 -20 0 20
STANDARD PLANS/DEtpIL$ SHOWN FOF CONVENIENCE QTLY. CONTRACTOR
TO OBTAIN MUST CURRENT VERSION OF WSDOT AND%OR CITY STANDARD
PIAN>/DETAILS PRIOR i0 BID/CONSiRUCTIDN. AND A.DHFR'c i0 ALL
APPLICADLE STANCARU PLANS/DETAILS.
352
349
34A
( _.~ ~,~_
~ .._. ... .. „ ___ . JRM Doi Noy ~.,,,,~y
- ~~.:_, _,,,.,v ,~ r < ,~: ~~~ ~~,° ~~ ~ ~~~. ,5 WAL-MART STORE #3705-00
~ ~ ~ ¢2 ® ~ 1 ~ ROADWAY IMPROVEMENTS ROADWAY CROSS SECTIONS CR-2.1
a °` ~z~° T136°I~~s°°° YELM, WASHINGTON AND NOTES
R ~ - ~ WED ..000IO 4 ti iox,~E* Drymq, B F (360v >%526] 9hEe160111
T.17N R.2E. SEC.29 W.M.
I I
I 1
I I I
(36°x36")
~ ~ R,-' STOP
ON NEW POST
I ~~ Ip ~i I
1
I I STA 221+08.59 ~
.,TOP 6pR
I ~OR1 BEGIN 9KIP CENTLRIINE STRIPE, 1E' Li
I , ~ I STA 221+72.62 I
Pi EDGE LUVE, 2S' LT
STA 267+67.42 9.7' AT 1 a`;17 ~1 ci ~ I-~
BEGIN EDGE LINE ~ I PROPOSED R/W___ STA 229+13
MATCH E%FTIIJG W - - _ __ _ - - - ~_ - _ -- - - -- A P ECGE LI'JE, 28' Li
EDGE OF Pp1~EMENi (i1P)
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KEY MAP
N.rs
PAINTED STRIPING LEGEND
SKIP CENTERLINE STRIPE (SD' LINE, 30' GAPj
ECCE 'JIJE
S',RIPING SHALL EE PER YlSDOT BTANLARD FLAN M-2J_40-DD HITN RPM'S
SEE SHEETS CH-4.1 & CH-4.2 FOR STRIPIrY' DETAILS.
PLASTIC STRIPING LEGEND
(SFE S'P'-LYAI PROI'ISIONS FOR PLASMIC)
24° WDE PLASTIC STOP LI"!E (PER iANCARD PLAN M-2U 10-UU)
;1RIPtNG SHALL BE P:R W?DOi STANDARD PLAN AI-20.50-OD VAiH RPLfS
BIKE LANE Yf10~ LMES SHALL N'JT MCLUDE TYPE '1 RPMS
SEE SHEETS Ch'-4.5U & CH-4.5i FOF. S1RIP!NG DETAIL4
ALL PLASTIC SHALL RE TYPE B OE D
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COMPLtTELY REMOVE EXISTING PAVEMEI~)T
MARKING CONFLICTING WITH NEVJ
IMPROVEMENT`!.
NOTE ALL POST MOUNTED SIGNS SHALL BE INSTALLED PER WSDOT STANDARD PLAN G-8F WITH TYPE ST-4 SIGN SUPPORTS
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G~ FSB~ PR LI^. `~ ®" ~ , , ROADWAY IMPROVEMENTS STRIPING AND SIGNING PLAN CH-4.0
_ dierykea.Br p` '~ ~rrau ~~ wscavmoa s4 rvw,svre xn T l.~mras9sm
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ROADWAY IMPROVEMENTS DETAILS CH-4.1
YELM, WASHINGTON sna~Iemn
USE TH15 CONTRACT
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' STATE ROUTE 510 - aeDPaseo R/w - - - ~/w
SR 510 SiA. 220+87.88 ~ _ -'
103RD AVE STA. 2fi7+C0.95 I ~I ]-FUIU-RE R/W -- - -
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KEY MAP
N.S.
_ LIGHT_ ING SCHEDULE
~
L~4'
NU.
CIRCUIT -vPE
01$TR19UPON
WATTAGE MAST
WZN
TYPE uASi
A M
LENGTH LnTa
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(HlJ
SFP.TION, OrfSET
~~
5fYLE
7 A NPS-kC llC - 406W i 16' 40' SR 510 STF.. 229+72, 45.5 Li, SUP
2 A HPS-idC PL - a00W 1 16' 4D' SR 510 STA. 228+i2 45.5 LT. SLIP
HPo IdC - 400VV 1 16' 40' SR 5t0 A. . +52, 45,5' LT. SLIP
HPS- - 400W 1 i6' 40' SR 510 ST . z'4+42, 45.5' LT. SLIP
HPS- - 400W 1 1b' 4C' SR 510 ST . 2 32, 45-5' LT. $L!P
HPS MC ~ 400W 1 16' 40' SR 510 A 227+ <5.5' Li. fLIP
W1 LIGHT POLES '0 BE PAINTED SaZ94'5kFD GREEN. COORDINATE EXACT COLOR WITH THE CITY OF YELM
WIRING SCHEDULE
RuN mRE/ CABLE
CONDtaT
SIZ:'
p'2 AWG
,y6 AW'G
68 AWG g
HARE
REKAP.NS
cRCUNo
i ~-1/2 1 1 I:LUASINATIUN ~
ALL NEY! GONJJIiS SHALL BE RIGID GALI'ANIZED STEEL ~RG.C 1 UNLE~ 07HEP.N75E ALLCWEO
PER SPECIAL PkGVSF~NS.
'ALL afi Hauus
3EFORE YOU GIG
i-800-4`G4-SSSS
LEGEND
® TmE 1 JUNCTION BOW
PER WSDOT STD PLAN Ilia
-.._.._.._ COIJDU~T
O~ SINGE[ M1LASi ARM LIG ISTANDARO
/ ., \ mFE NOIE
/O CONSTRUCTION NOTE
CONSTRUCTION NOTES
=uPG.~sH neo IN>rau NEw L~GHT ranoAaD ANo
L7 ASSOCIAT;D HARDWARE. SEE LICHTWb,CHEDUIE
ON THIS SHEET
O FURNISH AND INSTALL T1PE 1 JUNCiip; BOx PER
WSUOi STANDARD PLAN J-71 o.
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~~
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a BASE DETAILS
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T.17N R.2E. SEC.29 W.M.
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N'S'COT STANDARD PLAtJ5 SHOWN FOR CONVENIENCE ONLY. CCNSACiOR 70 OBTAIN MOST CIJRRENi VERSION ON WSUOT
SiANOAftO PLAkS PRIOR TO BID/CONS-RUC-ON, ANC ADHERE i0 A:l APPLICABLE STANDARD ?LANs.
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® ®~'' ~ ~ \ ~ ROADWAY IMPROVEMENTS ILLUMINATION DETAILS IL-5.2
E06 EOluMViaR X.W. A:~e It1 i(YA, ]86.99J0 YELM, WASHINGTON
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