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0093_001CITY OF YELM THUASTOM, COUNTY ;'~ WASHINGTON STEVENS STREET NW ROADWAY IMPROVEMENTS (1ST STREET TO EDWARDS STREET) T.I.B. PROJECT N0. 6-W-978(008)-1 CITY OFFICIALS RON HARDING MAYOR PAT FETTERLY DON MILLER ROBERT ISOM MIKE MCGOWAN TIM PETERSON PUBLIC WORKS DIRECTOR CITY COUNCIL STEPHANIE RAY PROJECT MANAGER G G~,y 8~08b~~, I~ CGNSOIrNG ENGINEERS sm oE~9 evEUU¢ uo9ix sm>E:oG SEAi-F, WP911NGNN 9A1G9 (IDG) YA4-WW JOE BAKER AGNES BENNICK CITY CLERK-TREASURER nIURSTON COUNTY nB PRO~ECT No, s-w-sia(aaB)-1 SECBON 18,117N, RPE ' o' ~ m 8°1 ~Nm SYMBOL LEGEND Z~~ "r~~ ~~ ' o~"NOS ~~r N~,~ W ~~a ABBREVIATIONS „~ ~ a ~Ei W =- EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION ~f" s~~, ~ ` ; z ;; APPRO%, APPRO%IMAIELY c ~' O F~u ASPH ASPHALT aauw ~p~ RSSY ASSEMBLY "'„'~"r ~ ~,~~ ASPHALT PAVEMENT ~ POLE W1H GUY WRE Cwuw"isu AVF AVENUE "~"'"`~"' C~xua ~~~ N 0 0; BOC BOTTOM OF CURB .~fRrcu ~ BOP BEGINNING OF PPOJECi 11`~'I' "~ !;C„~ BHT, GRAVEL SURFRgNG ~ sP µ¢ ° BLDG BUILDING 'q' t POWER / IELEPHOLE / CUY POIF ~ owaas uucau BVCE BEGINNING VER11CP1 CURVE EIEVAnON r^-~ CONCRETE SJRFACINC uuox air sp~aa¢ BVCS BEGINNING VER11CP1 CURVE SUnON ~ ~~ ". ". °. ; 0 LUMINAIRE W MASTARM ca"n C CONDUIT ~"~ ~"~ / x"gym amru mPN1 C/L CENTER LINE n~-~~~~ ~~ trT-m i a p~~a "oaus g^~m^" CAL CALIPER ~!!JJ LLLJ_LU CONCRETE SIDEWALK ~, LUMINARE ~mtiY~ CB CATCH BASIN CF CUBIC fEEi p"pFl ------- ------- RIGHT-OF-WAY UNE i¢~s i mpkcu " M o CI CASs IRON rm ° CL CLASS o MAl BOX (NOlEO) Kuuu r"sins cauu&e n ~ ;m' ~ ~', CONC. CCNgtE1E CEN1fRUNE OF RIGHT-OF-WAY n s¢"wuia wuu w"~ ,~~ o z d CP CONTROL PONT - - - asumN CSBC CRU9IEO SUPfpCING BASE COURSE n i SIGN z w CSiC CRUSHED SURFACING 10P CORRSE CENiERUNE OF CONS1RUCnAN kuCkrtAT '~ ~ u rc CY CUBIC YARD uas o N o u a 0 GRAIN PROPERtt UNE EMBANKMENT (CUT SECnON) DI DUCnIE IRON - - - - ~ -C qAM, DIAMETER ° E M EASi SIGN PERMANENT EAIIMENT UNE _'~ EMBANKMENT (FlLL SECnON) VICINITY MAP EA EACH f EL ELEVARON - - UNE DINDER NOi i0 SCAIf o ECP ENO OF PROJECT , O EVCE ENO VERRCPI CARVE ELEVAnON ___ 10 ___ CONTWR UNE EVCS ENO VERRCAL WRVS SignON TREE (CONIFER) IX. EgSIING F FORCE MAIN - E- -E- BURIED ELECTRICAL NCiEG O z FlG GURENE TREE (DEgD0005) ° FI. FEET -i- BURIED1EIfPHONE m CAL GALLON SHRUBS 5 GALV GALVANIZED -W- -W- WA1ER MP1N (SIZE AS NOTED) ~ ¢ HMA HOi MIX ASPHALT HT. HEIC~Hi ID INSIDE DIAMETER - CG- HIGH PRESSURE PE1ROlEUM PIPE UNE IE INVERT EtEVAnON ~~ BUILDINGS 4 g IN. IN01 _ g- GAS MAIN LB. POUND +~ ~ i IF LINEAR FEET - S _.,,. SANITARY SEWER (92E AS NOTED) RAILWAY TRACKS ~s g LT LEFT ~ MA%. MAXIMUM - p- - p- STORM DRAIN (SIZE AS NOlEO) ~ u MH MANHOLE ROCK WAl1 MIN. MINIMUM ~~'~ ~ ,Y1E g MISC MISCEWNEWS -U- -U- UNDERDRAIN (SIZE AS NOTED) 4~+°sur c,d N NOR1H ~ e e +~~a c N0. NUMBER - Fes- SANITARY SEWER FORCE MAIN ~ [D MCODUR BLOq( OR SEGMENTAL ~ y i g' < c N1S NOT TO SCALE CONCRETE WALL !, 8; x O.C. ON CENTER ...~,...~. DITCH ~ ~'+ c° go w OD WTSIDE DIAMETER ~ ® MONUMENT y+. PROJECT ~ r ~4y/o„ gfgg PC POINT OF GJRVANRE LOCATION ~ „' 8q Qa PERF PERFORATED -CH- OVERNUD URURES ~ t PI POINT OF INIERSECnON " s PN POINT OF VERRCPI INIERSECnON - OHP- O'hRHUD POWER ® BORING AND IESi PIT LOCABONS P9 PWNOS PER SWARE INCH '~ *~ ~ "o Pi POINT OF TANGENCY )--0 -~ CULVERT (SIZE A 1YPE A$ NOTED) "; . y ~ 0 +°or "kio ° PVNT PAVEMENT D CONTROL POINT / w °p y0y+ ++a~, ~ PVf PgNi OF VfRnCAL TANGENT -H--~.--"- -X--z-t- FENCE (TYPE AS NOTED) px~ ~ ° R ; a ,, R RADIUS R/W RIGHT-OF-WAY ~ BENCH MARK A ~ ~ y+ 1 ~~o do Ri RIC~OAO ~ ~- ~ ~ FENCE (W9ni CAIE) ~ 9 ~ 9 ~~`{~~,.. 7,~°++°++ `°,yg a S SOUTH N OWNERSHIP nE ~ ~~ ~ i OAYy eW SCH SCHEDULE Q MANHOLE O. ~y` SF SQUARE fffi SL SLOPE 0 1 TYPE 1 CATpI BA9N OR CONCRETE INLET ~ , 0 SPECS SPECIFlCAngJS c SSMN SANITARY SEWER MANHOLE yip, y~pnpN ~' ® tYPf 2 CATCH BASIN ~' ~ p TOC iW OF fURB ^V i ~ 1EL 1EIfPHONE ~ CIEANdJT / CIiSERVAnON PORT is (q Z m TYPICAL SHEET INDEX ~ ~ '~ w ~ m~ W WYEESiCAL CURVE ~ ® ~INCnON BO% (AS NOTED) OW ~ ~; ; W W 0 SHEET 1 IOCABON MAP, NONIIY MAP, LEGEND, ANO INDE% ~ W Z ~ ~ } AIR RELIEF VAL4E ? F~ F W ~ '~ SHEE12 GENERAL NOTES, SURVEY CONTROL, CENTERLINE AIIGNMENi o \,\ / e ~ ~ } W) m ~ p BLOW OFF SHEET 3-9 WRIER MAIN IMPROI~ENTS (SCHEDULE B) ~~' ~ ~ ~ ~ SNEEi f0 WA1ER DETAILS ~' q 6 ~ Z w H GATE vALME LOCATION MAP O f g t SHEET 11-13 PUN AND PROFlIf W ~ _ 8 B WRIER METER Nis Z Y O Q I I SHEET 14 TYPICAL ROADWAY BECKONS ~ W * FlRE HYDRPNT SHEET 18-18 ROADWAY DETAILS F ~ F ~ ~ } SHEET 19 INIERSECnON DETAILS V z~ a C Z ~ nIRUSt BLOCK ° ~ m' SHEET 20 ILLUMINAnON PUN rc ~ <~ ~ ~ SHFEi 21 CRANtt BLOq( RETAINING WALL PROFlLfS AND DETAILS ~ SHEET 22-23 STORM DRNNAGE DETAILS SHEET 2h2S CHANNEUZAnON PLAN AND DETAILS SHEET 26 EROSION CONIRa DETAILS AND NOTES giEEi: OF: QB JOB NO.: 06436 DWG LEGfNDi iHURSIDIF OJUNtt ,t RB PRAECi Na 8-W-978(WB)-I y SECRON 19,1T7N, fl2E ap N N "~ W ~~ fiENERAL NOTES; =a$ 1, All MAIFPoAS AND NOPo(MANSHIP SHALL BE fURN~IED AHD 9JPPIlEO H ACCORDANCE IN1H 1HE 2008 " ~ w ~$ WASHINGTON STRIE DEPARiNENT OF iRANSPORTAIION STANDARD SPEgACARONS FlW RORO, ~IDCE AND MUNNDPPI , r ' ~ o CONSIRUCRpF, UNLESS OIHEAINSE SPEGACAILY NO1W. ~ '' ~ O z ~~ E 2 1NE CON1AACi0R plAll BE RESPON9BLL 10 OJNTAOi RND 070RONAIE NI1H ALL UT~Utt OgIPANIES IN 9 j ~ _ ORDER 10 ASSURE 1NAT All LANES, PPES, PG,ES AND OTHER WPURTENAiF(ES ARE PROPERLY IOCATEO, SECURED, ? m AND/OR PR01EC1E0, BUPoED URUTES (WHERE NNONN) RRE SHOWN IN 1HER RPPROIOMRIE LOCAIWIF, 1NE w 0 ~ e CONIRACT~ SHAll HAl4 URgRES VfliP1ED ON RIE GRWNO PRlpi TO ANY OCNSIRUCRON. NORFY 1NE ~ U 8 UNOFRGRWNO URLIRES LOCATE fEIF1ER 1-BW-424-5555 ~ S J. ON-SIiE EAOgON AND SEDIMENT CONIRL4 MERSURES ARE REGJIRED AND SHALL ~ 1HE f~SPONSBNtt OF 1HE RI Cpi1RACTpR, 4. All PAVELIFNT MPAIONGS SHALL BE INSTAIED/RBNSTAllID IN CONFORMPNCE i01HE REWIFTS ~ 1NESE PoA9FS, D7NIRACT SPEgFlCARONS, AND 1HE MMUAL ON UNIFORM iRRPFlC CONTROL DENGS 5 1HE OCNIARCTON SHAll NAVE A COPY OF 1HESE PLANS, ANY RDCENDA, CHANCE ORDERS, AND THE CONTRACT °a p SPEGACARONS pi ME J(G qtE WHENEVfli CONSIRUCRON IS H PROC4lESS ~ ~ F 8. 1HE fOiF1RRC111R SHAM PRg9P1LY NORFY 1HE ENgNEER IN 1HE EIENT OR pSWVRRY OF UN9JITPBIE SpLS ~ ; 8 OR HigF CRWND WA1EH CONDInONS OR pSCREPANGES FROM 1HE PLANS c m a a 7. WHEREVER PLANS REfiN TO'SRWGJY aF ASPHAi CONfRE1E PAVELIENT OR CONCRETE WRFACE, THE „ ~ OCN1RRCiOR SHALL PERFGRM A'NEAT TINE CUT' PER SPEgACARONS ~ J 0 ~ B, CA10H BRSNS AND CURB INLE15 Ai p1TDR PANS HAVE BEEN SIOWN IN GENERAL N11H A fM7AnVE STATION S AND OFFSET. RTE IN1ENi OF 1NS PROJECT IS TO NSTALL 1HE CA1CN BRSNS ANO W~ INIEIS IN 1HE _ CUiiFR PAN AT 1HDR RE~ECRVE EIEVARONS ~ 9. 1HE CONTRACTOR SHALL MANTAN A pEWF IEpBlf SEF OF'RS-BJIIi' DRAWINGS PND PRONDE A SEP TO 1NE w OWNER PPoOR TO OENOwI1ZAnON OF 1HE SITE. SEE SPEpFlCARONS, ~ i a N d a~ 0 „z Zu< N 0 F~~ ~ =. °~H Y I+ ~~ ~ @ '~OJ'+4 t9 5 s p~, Q•~~N' n 0'~aY ~I 81I ~40p /11~ tl V II ~ tl h i° I 4 I ~ I ~ ~ ~ / i+ I i , ~ ~~ IF r ~~ I p+u I ~ I ~ ~ ~, 40 20 0 40 80 ' '' ~ ~-----~ - I ~---------- ~!y ~~ I 1 ~~ SCAIf: I' = 40' ~ ~ ~ I I I~ i' ~ I f, ~ I RV°to+ ~i I , ~; ~ ~ I~ I 44e °y°~ a ~\ ~ f I I I O e ~-- I ~ ~ I I F~` ~`' yr..r ~ ~ STEVENS STREET N,W, ~ ~ I I ~~ \ ' ~ ~' ~ ,~~ ~ ryt~'~ I i i STEVENS ~ z „~,,. ,. W \ ~ , ~,v wM>,µ N4^`wH'~3 47 .. L t----------- _ ------f , ~ ~~~To-x_s - t- -- -_-- ~~---- ,:~C~sA^9 Ay'',r~,,; I , STREET N,E f 1' ~ ~~ xwu ~ t ~, ~~~' •. I f 8+00 I 9+Y~~~rr N~;9~"~~+ W; =W < o+DO ~ 1+00 2+ao J+ao aroo s+oo B+ao (~~'~'t + F H ,14 ~" I n+oo ~ ~ ~~ rN~; Hr--• F w. r",!°x - .,, r ~ i7 -~ m ~ i Yt~k ~I X " + ~ W) h 0 W ~~ e ~ ~ "2kt~~~ ~ ~ m ) i rA" a~Arct~ 1 ~ ~ ° ~~ OG ~. ~ l I „~yv ----- _ Q - ~ ~ -------- ~ i-~-~}~-z--._.,-~'-n --' ------------------------R t'~,y ~'~~~~~ I ,¢~' ~~ 5 -1 I IL ~6 J< , a r~ ~ ~ ~ I,, C I `F. _R I ~- -- - ~ -- ,~ 0 1 ~ ,~ .: a,, ~L~~,.. a ~ ------ ~ ''~ ~ ~~ ~ Q ~ I ~ 'af~''dy ~ Aj~ 1'. J I"4"' p" ~I ~ I ~ I i }i W3 Q2 w ~ ; r-~ (~~~~ ~ 1 ~ 0 I ~ ~ 4~~ w"~trw5 ~''r. '!~ i I~iX h~` P' ~ I ~ ~ ~.o ro 0 "4 ~J ~N'4+i I ~j I Q i I ~ o ~ W ~, '` ` (g ucmm, I F ~ ~ ' ' a I ~ i ~~ ~ ~~~ f ~~s ~ ~ ~I ~ M a Z i ~ _,~wan+z,uxmtu .... ......, ~ 3~ 1 i 2:1 ~< ~ ~~ ail ~7Ur1 wy,~" (4 I P j ~ ~ ~ ~'`~ ~ I I y d1 I E ~ I~ f 0 ~' _."^,~~ t r•.I i i SHEET: ~v~ a~ae ^~.. I v 4 ~ ~ L--- --.._~. _-~---_-_-~ ~ .I ~ ~eh ~~ ~ ~ la ~D'~,~m,xv. ~f ~ ul Z F. I .1 L----- - O 2t3 I I t 1 ~- e ~ lpa i ,~3.-.,~' ~ aL----------- .. P I ~ ,~! ~ ti1 ~ I ~"~ -------JOBNO.: 06438 I I ~ 1 ' ~ ~.~ ~ ) ~T "q , ~ ~ ' I DWq IfGEND2 SURVEY CONTROL TABLE DATUM • NDRIZONTAW NAD88•~, YERiICAIL NAYD88 POIM NORIHNG EASTI~i EIEVAiION DESCRIFPON MONUMEM, INCASE, 258R4SS DISRSELINCONCPEIE, DCWNC75', 514 1W 59718911 1116130,70 34L51 CORNER SEG iB17N3E LG. MAG NAILS iAQ "G-0CONiRp" SELIN,pIMBENJ. WAlKB BACK 101 S92N0.14 111S90.4S4 N3,37 OF CURB,SS'LYOF BOTTOM STEP INMETPISTANCASE, YELM CINEMAS LG MAG NAILS TAG, "G-0CONIHOL", ZSE'LYOFFACEOFtlJRB, 13' 1@ SYE4SW 1116704,37 343,54 NW'LYOFC4iCN BASH, SELYOF HL415E iGt46 LLi. MPG NAILBTAG, "GGCOIVIRW." SEOUAORAMINT6MIODLESiSE 8 103 59417fi84 111763123 SOB CASCAOMNAVE SE,65WOFCOMVER INSIDEWAlI( 96' REBPA BYELLOW CAP, OOWN91', IN INPXflAINOADSE 8 MIC4,E Si 1a4 6sasnis nm59s6 Stu sE MONIMENi,TBRASS DSKWI PUNCH, STAMPED"1E346' INfXPAIL90A- ids 59VBP7,9t 111~3ti1 SQ]0 BEBSRS07116iBll, CENSEC I&17N7E MONJMEM, T BflPSS GSNWI"X', SLAMPE072346', INfXN i5i9i8 106 59471374 111575457 55,17 SIEVENSAVENE MOMIMEifF T BRASS C-0SKWI"X' SLAMPE072345', INfXN1STSi8 107 S9VP70.34 117481271 338iS VANIRUMP if@ x.70 fliS3D7.97 34274 CONCRETE NAILWI1110'MEiPLiAG,NNTXVPN IAUMP NE83ROSiNE iR' flEBAR WI RED CAP, °GMJ LS 74&5, N NTA NE 3Pol Si B.EFFER80N 1~ X8.91 1115107.08 339.4fi NE MONUMEM, T' WONPIPEWIBRABSPINBELINWIWAEIE, DOWN0,3', 110 543131.Z7 17149M.W 339.84 NPXNE 3ROBi6YELM 111 ~4W.~ 1715776.37 34201 LG. MAG NAIL6iAG,"GO CONTROL'", IN INiKGARKR08YELMAVE LG. MAG NAILBBAG, "GODCNfROL" ZMLYOF FACE OFtlJRB, 4'W'LY 113 ~37.SS 111fi1S4.07 34251 OFC4IGIBASIN,GOF HOUSE470 LG MAG N4ILBLAG, "GOWNfI30L" 03'NLYOFE~E OFPSPHALi, 6 113 (S33BB.R 1115974.38 341.87 WLYOF POWER POLE, SWOP HCUSE404 LG, MAG NAILBLAG, "GOWN4ROL'", WSNEOF 41HSTNE, 75 NE OF 114 SSN3974 1115743.73 344.W' HYpt4M SJ8' flEBAR 8 PEO CAP,'G-0 COMROL", T BIMLY OF S1AEEi SIGN FOR iiS 55531.47 111SSW.74 34010 SIEVElS83RD 116 59WB429 11f5[W.33 33918 LG. MAG N41L8iAG,"GOWNfROL''SW OVADRAMOF7ND851EVENS NEW ROADWAY CENTERLINE ALIONNENT TABLE AugFMENt PpNi sranaN NDRIHINC EASRNG oISTAN¢ (p,l, TO pl,) SPARING RAGUS TPNL#NT IENCnI DELTA BOP O+OO.W 594,861,87 1,114,707.35 779.70 S 49' 70' 38' E PC1 6+8974 594,417,98 1,114,821.92 Al 7+79.70 594,781,80 1,114,86581 1200,00 49.56 99,01 D4' at' 48' PTi 7+8881 594,75283 1,114,905.82 San s 5a'ts 2s• E PC2 7+8581 594,35287 1,114,90582 PI2 8+34.01 594,326.42 1,114,94251 BW,W a5.20 90,31 06' 28~ 05' Pit 8+19.12 594,296,04 1,114,91598 201,09 S 41' 46' 21' E API 10+7500 594,79127 1,115,091.41 65.00 S 50' O7~ 47' E EOP 11+W 594,149.54 1,115,141.25 ~~ I' ~ r 1 I I~ \ T~ F W W F N I I r' I I' I~'. I. Li '\ ( \ I ~ ~~~ / \ \ \ \~ ~au~ !u G k ~S ~µ 10 P \ \\ayn i` I \ ~ I ~ Cti 1 ~; , \ \ i i IW ~ \ ~~~ \ )\ as y i~ i ~~ Q~"c Q~ / tC\\H/ i J~9 J41____ ~ ~ `. ~'~./~ STEVEN STREET NW ` \ 1 1 ~ ~ i ~~ .b ~ ` - ~ s s s s ^\K~ o Dl ~ J~+ v ~l \ ~ I ~ / G ~ e \\ II \ % I ~J4+00 1HURSTON COUNTY 1~ ~ 118 PROJECT No. 6-W-916(006)-I It y C SECTION 19, iI1N, R2E a ^m GENERAL WATER MAIN INSTALLATION NOTES N W ~~ m 2 `~ 1. AtL WORKMANSIIP AND MATERIAL SHALL BE IN AWORDANCE WM CITY n " of YELM s1ANDAROS ANO THESE coN1RAC1 o~uMENTS. ~ ~ z8g 2. ALL WORN IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM iNE Cltt OF '~. ~ ~ YELM. PRIOR i0 0yy WORK COMMENCING, NE CONTRACTOR SHAH CONTACT 1HE PUBLIC WORKS DEPARTMENT AT (360) 456-8410 i0 b# SCHEDULE AN ON-91E MEETING. ~ i= J. WRIER MANS AND APPURTENANCES SHALL MEET ALL PRONSICNS OF THE ~ (~fJ ,., " N g z ~; OONIFACI SPEOIFlOA-ONS ~ q 0 4. EgSIINC VP1'hS N BE OPERAlEO BY qtt EMPLOYEES ONLY, 1 , /6 ~ 5. HYDRANTS SHP11 BE BAGGED UN11L 5iS1EM IS APPROVED BY Cltt. ~ 6. ALL UNES SHAH BE gILORINAIED AND 1ESff0 IN CONFORMANCE W1H 1HE PROJECT SPEgFlCAlIONS. 1. RLL PIPE AND SERNCES SHAH BE INSTAllEO W11H CONDNUWS iRA(ER 1APE INSTALLED 12" 10 IB' UNDER THE FlNAL CRWND SURFACE. SEE N d y PROJECTSPECIFlCAiIONS $ N ~Ik m J RLL 1RAFFlC CONTROL 91ALL BE APPROVED BY 1HE Cltt. SEE PRWECI 8 N } m F . SPECIFlCADONS Z I> w L BE STAKED FOR GRADES AND AUCNMENi PRIOR RLL WATER MANS SHA 9 ~ ~ ~ rc LL . i0 COMMENCING 1RENCHINC WERANONS' o ~ o v a 10. R0. SERNCE UNE LOCATIONS SHALL BE MARKED ON THE FACE OF 1HE " W 1/41Ng1 INTO CONCRETE CURB W1H AN EMBOSSED n 11. CAl UNDERC42WND LOCATE Ai I-800-424-5555 A MINIMUM Cf a I ( 9 -"- `~ ~" " 0 ~, u ~ ~ 2 ~ 48 HOURS PRIOR 10 ANY E%CAVAIIONS ~ ~~, . s5 ~. \ i CONTRACTOR SHALT CONNECT TO i a ' ~ ' " EXISTING WATER SERNCE PIPE ° \ I I 12, THE qtt SHP11 BE GIVEN 72 HWRS NOTICE PRIOR 10 SCHEDUUNC A 1 ; W11N COMPRESSION CWPUNG ,4-- ~ 047 J 1 SHUNOWN. WiERE CONNEC110NS REWIRE "FlELD VeRIFlCAlION', i~ ' ',~ ~I ~~~ ~ CONNECDON POINTS WILL BE E%POSEO BY CONTRACTOR AND FlIDNCS i VERIFIED 48 HWRS PRIW i0 DISiRIBU1ING SNUi-DOWN NOTICES. 1 I ,, / I n l I ` ~ ~ ? I \ CONSTRUCTION NOTES I ~ I ^ i \ ~1 WRIER SERNf# CONNECTCN -SEE DE1Ail SHEET u ~~ I ( r x ~I o \ I \ Q WA1ER SERNf# CONNECTION, RELOCATE METER, SEE DE1Al(S) SHEET ~ ~ ; ' r ., ~ OJ WA1ER SERNfE SNB -SEE DE1All SHEET . T OF NEW 5 E : : i:' :' : . ::::' :' ' ' ' '' ' ' ' ' ' ' ' ' :' : i S 4 APIER SUCCESSFUL PRESSURE AND PURitt 1 :.... ~ . ~ ......:. ~ ...... .. ~ .... ' ' . ~ : .: i : . . . .~ : i :: .: .~ : ~ : . i : .~ : ....:: , : i .:::: .: . . .,.; VALVES AND BEEN WINESSED BY q1Y, ABANDON IXISIING MRIN i:...~..~.:...~.~...,.. :.........:.........:.. ~.:..~. ..~......~.. ~.. .................:.... ,.~.,;~.~ ..... .............. .:.......~.....~.. ~.;~.,.~~..'~.:....... ..................',....~. ..;.........:..',.',.... :..~:~::::i:..~.~~.'~.:.:..~.~ .... :.:.....~.~.:',....~.~~.:..'~.',.'~.''.i'.~.'~.'~.'~..:.....'~.'~.:.'~.'~. .. ~ ~.~.. PPPURIENANCESPERPROJECTSPEGFlCATIONS :......'~'~.L~.'~ ....:.. .... :..'~.'~..'~.;~.~. ~....;,.~..... .;.......~.....~.~.~.;~.~.,.. ~ .... ..... ..:... : .; .... .:.. 949 O IRRICADONSERNCECONNECTIONS,SEEAPPENDI%'P INSPECIFlCAII 949 :.. ,.:....... ............:.. . .... ..... ........ ~; ..........d ...............:..... ... ..:....... ..:... ....•: .......,..:...................;.............. ....................................•..... y...,..,..............., .. ..... ~ ..................................•...•....... .:.. ........................ 6 CON1RACi0R SHALL LOCRiE E%IS11NG IRRIGATION UNES CAP AND :.....~.~...~.~. .... ...~. ~ ....:........ .:.......~...::',"~.~.:~.~ ~..,~.;....... ..,.........;~.~~.. ; .. ..,.,. ... ..: PBANDONE%IS¶NCIRRICADONUNESLOCAIEDALONG .......... ' ' . ' ' ' ~ .~...... ........ .. ................. :. '~'.. ~.:. .;'. ..; . ..: CON1RACi0RSHALLPROIECTEltlS11NCIRRIGAIIONUNESIOREMAN ' .......... . ~ ......•..,..... .... ...... :::::::'.:~:::.: ':."'. .:. . ... ..:........... ,. ,.... :.,.... ,..:.....,. ,...... ,.. .... ..~.....'...:'......"' '.':.. :.'...~.~.;... ..: NCRTHERLYOFS1EffN5S1REEf. WORDINA1EW11NOWNER 944 ::'~:::~.~.;.'~:.....'~'~: '~::::::::'~.:::'~:..',: '~::::;'~:.... . . ~.~.~.;..~.~..~ ,..:'::: ::i::::.::::i::.:~.'~:: i:.....~..:.....~.,.:....~.. ~.'.......:.:::'~::::~.,....'~:~.''.i'.~:::.:'.::i:::::'.:.:i:'.:.: ..'.:i 944 1 PO1HOtEE%ISIINGUDIItt-SEE SPECIFICATIONS. .. i:....~...,.,......~;~. ... .......... ~ .....~.,..~....~.;,.,. ...... . ............ ~...~;~ ....... ....... ' .......~...,...,.~ ....., ......... .. ............,,.,..: . ............;..::':: ..;' ::::::';':::::::',:::::: :: :.,.,.....,....... .:..... :........:...'...:.,.,. .: 0CWS1RUCi NEW WATER MAIN BENEATH E%IS¶NG WATER MAIN. .. : .. .'~:'~:'~:::i:'.::::.:'.i'.~: :::::'~:i'.~::::::'~:i'.::: . .... '.~::::i'.~::::::: ; .. :i:'.~:::'~:''.J:::::::'.:i.:'~:'~::'~:i.',:'~::. :::::::"::'~:'~:'~:: ...+ ......~.~.. :'~::::'~:',:::::'~:'~:i::::'.~:: ..~......~;~......~ .:....... '~:::::::::"::'~:'~::::i::::::::'.~!'~:::::::::::'~:'~::::;::: ..:............~.~..~.:........~;.........;...~.~....~... ::'~: ,.~.; P SYSTEM. 09 CONNECTiOE%ISNG ;' .....:.:.. 944 ~ ....;. . ......: .......:.... ......: ........ . ....:....... ....~, ....... .........: ........:.......:....... .:......::...... ; '.'..' ..:.... ~, ,'::::::::;::::':: '.:;::'::::::::':'::'.::::::::::;:::::::::;:':':'::::'::: :::: 844 10 EWSDNCUNttTOBERELOCAIEOBY0IHERS. CCNIRACTORTO ............:................••.y.... .............;...................;........ .,..,....,;............... ,. .. ...;..........•.......;.................;..•..•............ .. • ....... .. ~o....,•,.,....,. , ~ :. i ..'4 ~ ~ .................................................................................. ... ....,...,...,.,.,.,.........,.........;.........;............ ................... ...., CWRDINAIE SAME ;.. :: : :' ' : : ' ' : 940 ;' ... .. .... :....... ..: ................ .. : ......... ... . . . ........':':':.... :':::':'.:':':'.::::: r'.: .. 840 S. ... ;. ~. .. 998 ... ..........' ..... ..... :898 889 L ;. 999 894 :.............: : .....:......'. ,.... .....:'.'..... .:.'.'".'.:.'.' ' ' ;... ..:............... ;.......:.............. ................................::.::.::.....:.~. i 4 ~;.. ~ fl~ ... .. ' ...........M........ .... o..... MM ..... :::;:::: ~':::: ~a ~"' :; ...:: ~ ~~ ~ ..,~ ' ' ' ' ' ~ a ''' ' a ' .: 332 ' 984.......;.... ;.... .. .... ; .... ....~...~..... . ~....~.~.~. . :'::': ::: : ;:: : ::.::;. ::: ;:: : :: : : :::::: : :: 1100 Zt00 9t00 4t00 0 u q z F of z ~afw 37 J =~ W w„ m I- > J m W4 a wp:w 0 CdJ ~ W ~f~ a Q °1'W e u+z _= z ~W<~ ~ }Z~~~ a F,°~FW ~o~< ~3 SHEET: 3 oF: 28 JOD NO.: 06436 DWG: WAiER1 N _ _~ a 0 W 3 Z t+a W W S a W W W t F W9 W Z F FURNISH AND INSTALL (1) - 8" TEE (MJzMJ) W11H 1HRUSi BLOCK (1) - 8' z 45' BEND (MJzMJ) W11H THRUST BLOq( (1) - 8" 1RANSIIIW CWPUNC (-) - a"PIPE SPWL (LENGTH AS REGUIRED) - FURNISH AND INSiaLL (2) - 8" z 45' BEND (MJaMJ) WiH THRUST BLOCKS (1) - a" 1RANSIIIW COUPLING (-) - 8" PIP~gSP00l (LENCN AS REDUIRED) K '~~ ~ ~."' ~, ~ ~, WWII 3a:h NRNISH AND INSTALL F i (Q - 8" TEE (MJzMJ) WiN 1HRUST BLOCK 2 y I I (Q - 8" z 46' aEND (MJzMJ) W11H 1HRUS1 BLOCK I I (1) - 8' 1RANSI110N CWPUNC (-) - a" PIPE SPWI. (IA'CN AS REWIRED) v ) m W Y W W W) e 0 m i~ F W W i~ TS v l~ iHURSTON WUN1Y 20' 10~ aB PROJECT Na. 6-W-918(096)-I SEC110N 19,111N, RPE GENERAL WATER MAIN INSTALLATION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHAl1 BE IN ACCORDANCE W11H G1P OF YELM STANDARDS AND 1HESE CONTRACT DOCUMENTS. 2 ALL WORK IN Cltt RIGHT-OF-WRY REWIRES A PERMIT FROM THE qtt OF YELM. PRIOR TO BNY WORN COMWNCING,IHE CONTRACTOR SHA1 CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 4SB-8410 i0 SgIEDULE AN ON-41E MEE11N6 J. WATER MANS AND APPURTENANCES STALL MEET ALL PRON90NS W NE CWIRACI SPEGFlCADONS 4. E%1S11NC VALVES TO BE OPERATED BY G1Y EMPLOYEES WLY. 5. HYDRANTS SHAT BE BAGGED UNDL SYSTEM IS APPROVFD BY CI1Y. 6. Al LINES SHALL BE giIORINAIED AND TESTED IN CONFORMANCE W1H THE PROJECT SPEgFlCAIIGJS. 1. AI! PIPE AND SERNf£S SHALL BE INSTALLED IN1N CWIINUWS TRACER TAPE INSTALLED 12' T01a" UNDER 1HE FlNAL GRWND SURFACE. SEE PROJECT SPECIFCATIONS. B. ALL iRAFFlC CONTROL SHALL BE PPPROVED BY 1HE Cltt. SEE PROJECT SPEGFlCANONS 9. ALL WA1ER MAINS SHALL BE SLAKED FOR GRADES ANO ALIGNMENT PRIOR TO COMMENCING TRENCHING OPERATIONS. 10. ALL SERNCE LINE LOCAIIWS SHALL BE MARNEO ON 1NE FACE aF 1HE CURB W11H AN EMBOSSED "W 1~4 INCH IN10 CONgtE1E 11. CRLL UNDERCRWND LOCATE A11-600-42hSS55 A MINIMUM OF 4a NWRS PRIOR N ANY E%CAVAlIONS. 12 THE qtt SHALL BE gVEN 72 HWRS NO11CE PRIOR 10 SCHEDWNC A SHUTDOWN. WHERE CONNEC110NS REWIRE "FlELD VERIFlCAIICN", CONNECIICN POINTS IMLL BE E%POSED BY WN1RACi0R AND FlTRNCS VERIFIED 48 HWRS PRIOR TO DISIRIBUIINC SHUT-GOWN NOTICES. ' ' ' , . ''.'.,... ' .... " ~ ' :::: : ..:.. ....:.... ..:.. ................ 8N . ::: 914 .~...~. .. !:: .., ~.., „ ....~.:..~.~.~.~.~ . ;...... .. ~ . ......... PW'BTA~z. M........... 3+ ............................ .. ....... ~.. ~.~.~.~... ....................................... ....~:..~.. ...................... ..~.~. .............. .....,..3 6.-06 UOW ~ ........................:......... • .........:........................... ...................... ............... HIC N ...:.............. ' ': ':'~::' ....... ::....:......................... ........................ ....................................... . .. .. +41 6TA•=•6 ,54 . ..... LOW PO TNT .................. ..~ CN ... NI ' ... . .. .... . ............... . ... B • •' ....... PN ......,.... ~=9J:629 .......... 812 :',:::': ::''.. . .. ...:. I :::: . .. :::::....' ' ' ' ' .... .o: ............. . ...... ;... ;. .~.......~. . ........... ' ~.. ,~.~.~... ' .... ,...... .~.~...~.,........ ~.. :842 ... .... ......... . .......... ...... . ........ ... ... ............ ...,....... ...............:...... .... ..........:........... ........... K, . .,..... ...............mag,4625 :.....: . " .: . ~ ..... .. ....... ...... , ;.... .. .. ' ' .... ' .. ': .. ' .. ...;. ~ ......... ' .,: : ,::: : 910 !',:::'. :: ::: ..' ... „ . :::.::::::: ............. . ..'...;....'.', '! :'. ~ :: ... '.'.' . ~ n. ... .. ......., ...... ,.......,., ... ..... ..,.,...... ......,... ....... ..... .....:..... ,... ..........,... : ........ : $ ..:... .... : ' .. .,.., ..... .. . . . ............, ....: . ...... 840 .,, ....,.............. .............:............. .. ....... 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'; ., '::::::'.'".,.. • ......nn, ......'.' ... .. n.,...~. .. ,.;.~. .;... ..•.~~'~:~: ....,..... :..': ......'.. ' ... , . , ~~.~.~.~.. :::',::,.....yn ,.~:'~:~... ~.~....~. ,.., . ~~ ..L.. ... ~:....~..~ : ..~ .. M.;....,...~:M ..',:' :: 390 mWi s I- m z ~< W 33 J =~ W W„ F> > m WO WWW ~dJ LL hF~ 0 "'"w Wiz __ ~wa0 }Z~~a FuhW :W ON 3 tt 7 SHEET: 4 oF: 2g JOB NO.; 06436 OW'C WAlER2 o ~ m 80 NN~ W~~ z" tt 1j ~ Z g w z °. G ~_ 3 d 0 Z ~ jiu a Np~ .~ ~ z~. 1, 3 /~ 0 0 ~ '. p G, N 0 n NN m ~ F m m } z =>ZZ. w J 3 0 m o N o o a CONSTRUCTION NOTES W m QI WR1ER SERNCE CONNEC110N -SEE OETAL SHEET Q2 WATER SERNCf WNNEC110N, RELOCATE METER, SEE DETAIL(S) SHEET V WATER SERNfE SNB -SEE DETAIL SHEET u ® AF1ER SUCCES~UI PRESSURE AND PURITY TEST OF NEW SYSTEM HAS i BEEN ININESSED BY Cltt, ABANDON EgS11NG MAIN, VPIVES AND RPPURIENANfES PER PRO~ECi SPECIFlCAlIONS Q6 IRRIGATION SERNCE WNNECgONS, SEE APPENDI% "f" IN ~ECIFlCAlIONS `~$ Np~ S M / o l 0 0 I 4 0 6 CW1RACi0R SHAt1 LOCATE EgS11NC IRRICANON UNES CAP AND p . r kA _ 0 r o ABANDON E%IS11NC IRPoCAlION LINES LOCATED A10NG e r + a i m' 0 ~~ r < i0 REMAN %,; . NG IRRIGATION UNES O1ECi E%IS11 CW1RACi0R SHAl1 PR `o .. W1H OWNER. ORDINATE Y OF SIEVENS S1REEi. CO a 6 NORIHERL r = r/ a°9 M 7 PO1HOIf E%IS11NC U11Utt -SEE SPECIFICATIONS. ~Wj °j1 pNb9 p Q ~W ~ DB CONS1RUCi NEW WATER MAN RENEAIH E%IS11NG WATER MRIN. ~9 CONNECT TO E%ISDNC St51EM. ~ ~`°4oM wIp 10 E)OS11NG UDUtt TO BE RELOCATED BY OTHERS CONTRACTOR i0 0~ + er ~, m COORDINATE SAME m e D h a i ti~ Uqe m x I •o y °~> N 7~G~~°p ~~99 E ~~~ ~ MURSION WUNtt I l~~ I 1 t I ~ d ~i `~ I' m 3 ~~ ~~ ~ I~ 20' 10~ ~~ + I I i ~~'il~j I I ~ 11B PROJECT No. 6-W-919(008-1 a Ili ~ I ~t~ ~" I ~ „~," d~ ~ x SEC110N 19~ T11N, R2E of i Ik l~ I 1 ~I ~ ` ~~'.'~~~~'~ ~ ~ " ~ Sa o! ~~' ' I I' `-~ a~''~ ar~"~ ~~ 4 GENERAL WATER MAIN INSTALLATION NOTES ""~ ~!I it l~l~ ~ I ~''"' ''1I"`'. ~ ~ Wd8 la! i ~ i I . U ` 1. All W9RIWPNSHIP RNO NRiERIP1 SHALL BE N ACCORDANCE'MM ptt z N ii Toy ~ , ,n' ~u ~~~~ ' ~'~ ; `,,~'ApM1 `' ~ I aF YEUI STRNDARDS PNO MESE CON1RACi DOg1NEN15. i ~ :^ ~ l~~ ~ I ~ 1 ~ ~~~~N~ ~~ ~~„~,^ ^ ~ I~,'',x ~ I ~ 2 All YIORK IN Cltt RIGHT-OF-WRY REWIRES A PERNIi FRON ME qtt OF (~ ~ ~ m I I ~~ ~ I I ~ ~ NRNISN AND INSTRLL ~ ' ~ ~ " Y " ~ ~ I ~ YELN. PRIOR i0 t~Ny WptN OCNMENCING, ME CONMRCiOR SHPl1 F j ~~ ~ ~ I I ~„ ,~ 221/2' BEND (NJ~IJ ~ ~ ~~ ( ~ ~~~~~~ ~ CONTACi ME PUBIIC WJRNS DEPARiWENT Ai (060) 458-9410 N i I I + /, '~ ~ ~ i '~- I SpIEOULE AN ON-91E NEE11N0' ~ ~ <i t I a ~i~ i ~ "~',,'~ ,.. ,~r„~,'~, ;~;~;,;~,°.., ~ + STREET NE 5. wRTEA NUNS AND AaPUR>aAHCES SHALL ~Er u>. PROWNaNS aF ME z ~ +. , '.~ 7 m CONTRACTSPEgFlCRiWNS p ; [• I c l -c I x --------------- U s yW 1 I ~` f CONIRACIW SHALL NOT NPl(E 4 EgSTING VAVES 10 BE WERAIED BY qtt ENPLOYEES ONLY. ~ 5 i ~ f ~ ' ;: S , . ~ ~ ":. I ~ ~ ~ ME CONNECTION UN11L A W i I ~' C4 SUCCESSFUL PRESSURE AND S HYORPNIS SHAIi BE BRG(4 D UNill SYSIEN IS APPROVID BY ptt. W I I I I ~ ~ ~ ~ •; ~ I . 4 ~~ PUPott ZEST NAS BEEN W 1 I ~ ~I I i ~ INMES~D BY ME ptt 8, All gNES SHPll BE pIIORINRIED PND 1ES1ED IN CCNFOfAIRNCE'MM W 1 I i~ I ~ I 1 ~ ~~, .W ~~ " ~ ~~~' ~ I ~ ~ ~ ME PROJECT SPEgFlCA110NS, G W ~ 'I u _ ~~ i I d` W j 11+W 7. Ul PIPE iND SERNLES ~IAl1 BE INSTRl1E01XM (ANWNUWS MR07i ~ I I i I ! I ~ { ~ I -+""f_-~- - - - -~ - - CAPE INSTRIIED fY 1018' UNDER ME FlNRL ptWND SU~RCE SEE m B. a +a I I ~ , i ~ ~ ~ ~' .~ * 1 `'~\ „1, i ~ A \ PRAffCi SPEgFlCR10NS 8 N N 6 fA ~ ~ N'I m J ~ I I I ,ll ., ~;~ I I 1 I / ~ J & Al 1RITFiC WNMW SHALL BE APPROVED BY ME Gtt, SEE PROJECT ~ ~ r m ~p ! 1 1' ~~~ ~ 1 I I 0 R SPEpFlCA110NS, i x> 8 5 I .a~ ' I I ~ 9. All WA1ER NANS SHRtI BE STAI(m FOR GRADES AND WGNNENi PPoOR ~ a ~ ~ a o ,, ' d ' ¢ . ~ I I 10 CpJNENgNC MENCNING OPERRIIONS o N o ~ < 10. All SERN(E UNE LOCATIONS 91ALL BE NARNW ON ME FRCE OF ME = I I ~ ~ I .,;;, ~ ~. , ~ (PoTM ~K 1/~4'"' BEND (NJd2e), ~~ 3 WIJiRACTOR SHALL RENO4E PN WRB WM AN ENBOSSm'W I/4 INgI IN1000N~EIE a ~ I I I "~ `~ i ~ I 1 i ! I WASIEHRUL EgS11NG 8 PVC PI 11, CN1 UNOERORWNO LOCRIE AT 1-800-424-5555 A NININUN OF g I I ~~1:';,:~~, ~ V' ,y I 11 I IB HWRS PRICR 10 ANY IXCRVRiNkJS. a I I I ~ ~~ ~ ~ ~ ~ - ~~ V ~C ~ I 12 ME qtt SHAll BE g4EN 72 HWRS NOTICE PRIOR N SpIEDWNG A m i I ''1"" ,(::,, i / a. I I I ~' I I SNUIDOWN. NHQiE CONNEC110NS REWIRE'Flt1D VERFlCR110N', ~ J.~ I I I W OCNNEC110N PpN1S'MLL ~ EN~OSEO BY CONMRCTOR ANO FlTBNCS I I I I ~~ ~~;~''^ sl{i; 1 ~ I ~ W VEAIFlE018 HWRS PRIOR N OISIRIBU1ING SHUT-DOYM N011(ES I I I ,a., ,,, ,.l ~ ~ ~ o I I~'r,~~; `~ n o I 3 ~~, I I CONSTRUCTION NOTES W ~;,'•, I I I °r ~I: ,'I i ~ I ~ y I I Oi WRTBi SBtNCE WNNEC110N -SEE OETRIL MEET I I~ "r ~„~'I',°:;' ~~~ V eD I ~2 WRIER SERN(E pJNNNEC110N~ RELOCAiE NEiER~ SEE CfTNL(S) SHEET - ':, :i~':`~ ~u~~~~Nr ~~~ I o I I ~ OO WRIER SERN(E S1UB -SEE OEtAIL SHEET - O AF1ER SUC(ESSfUI PRESSURE PND PURItt ZEST t# NEW SYSIEN HRS i :.......................................:.............................:.........:.........:.........:.........:...................:.........:.........:.........:.........:.........:.........:...................: VRLVES ANO .........:...........................................................:.........:.........:...................:.......................................:.........:.........:.........:.............................: BEENNIMESSEDBYCFlY~RBANOCNEIGSIINGNNN~ ................................................................:.........:...................:.........:...................:.........:...................:.........:.........:.........:...................: PURTtNANf£SPERFR0.ECTSPEgFlCRiIONS W ECIFlCAiION S %'f IN SP ON SEE RFPENq N(E WNNECD 8 NRICRTION SER S S A~ i :.... .. .............:......... ~,........:.........:......... ~.. ,, .....:......, ,. ~......... ~.........I,.,,,....:......... ;......., .:.........:.. ,...... ~, .. ,.........., ., ., ~......., .; ......... ~..... ,,,. ~.........; w ~Y ° t ...:.... ............:.........~,..,.........,.....:.........:...................~....,.,..~.....,,.,,.........~,.,......1..,......,...,.,.,.:....,,...~.........; .. ,...... ~.., ......~.........; n ~ ........ .... .... ..,,..,...,~~,,.,,.:,,.,,..,............,..,,..,,..,,..,,..:..,,.,,..,,..,,..~:~.,...,,..,,..,,...~,..,,..,.,.,,...,...,,.,,..,,...,.....~..,..,,.,,.,,..,,.~,,.,,..,..~.,..,,,.,,,.,,,..,,.,,... 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LL W - 0 ..................... . :.....,.,..............,,.....:.........,.........;.,.,.....,.....,...,, ...,...;........,,.........,.......,.;,........;..,.,,..,,.......,.,.,,,.....;...,,...., R J WSW q 6 ¢ ' :..................:.........:.........:..................... ....,..,,,,,......... ,....:........,, LL F~7 a 888 :.........:.........:.........:.... ....:......... :::::::::.:..:.::::::::::.::::.......:.........:.........:.............:::::::::::::::::.::::::::::::::::::::::.:::.::::::::::..:....~...'::::,:::::::: •, 888 0 W ,~ ....,. ...................:.....................................:.................................................:............................:.........:...................: z , :., .M~........ N.......:...m.....:..h,.,..~......,.,~.........~.........~ ........ .:.........:.. .. .....: I ..,,, ...m ........:Mn.,...~...md0...,..,..Mn......,.,~T19....., .,;Mn......., ,m~9...:...., ~.~ ........ .. ...... M.,.....:...m, W :.. ' rx.......,;Mn n...:....., , n;.:,:,....:M.,.,.. , :....,....: FuF~ ........................... ........... .....m... M..~..,......,.,:.........;...,..,..:.......,....... 880 ~..,.....M7q......,.:Mn.....;...Mp ...:............... .:.......... .. ..............:. :......,,.; UogF .:.........:.........:........:.....::::::::::.::::::::::...::::::::::::::....::::::::.:::.:::...:.........! 880 W 8+00 9+00 10+00 m 3 MEET: 5 OF: 28 JW NO.. 06406 DW@ WA1ER3 MATCH LSIE STA, 5+00, SEE SNEET XX i'j ~ ~SI~~!' /~z ~~i ~ i ~ ~' 11 '' y ~ III ~fy, ~ ~ II I ~ ~ ~/ ~~ ~~~v / ~ ~ Y ~~~ I ~ ~ ~ f ,~ l ' ~ l~ V it ~ '; I' ~I y1u14 ° ~ lL 4 ~4f ~ I I,f 1 ~J /J ~ ~ ~~ I m // ~ g ~~~~~~ ~ ~ °~ ~ 'i~ ~'~,~ r`,,. rug ~h~ ~~~ //' ~ J O + ~~'~ ~ ' VlLUIV11~~ ~ d ~ ~ r- I ~ I +n ~ ~ ~- - ~ q g~. ~ K ~ ~~ _ 1 p ~ C _ - G \` B W W~ ~_--------- -- -YR----~ ~ --rn---;~-+ T -- ---`4r~ i p 50+00 ~ SP+W 0 ~ ''~ SJt00 ~ --I----+---"~~~- ~ I a~ N ----~--- 1-T-~,---i----~--C a 1 ~ ~~ ~ `WRIER W W ~ /` q I 1NURSiON COVNtt 20~ 10 118 PROJECT Na. 6-W-918(008)-I ~ SECTION 19, Fl1H, R2E GENERAL WATER MAIN INSTALLATION NOTES %1 a o Y tt~~ W_~ i ~ 1 ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCOPDANfE WN Cltt n Q OF YELM SIANOARDS AND THESE CONTRACT DOWMENiS u s 0 , ~I z Z. RLL WORK IN Cltt RIGNi-OF-WAY REQUIRES A PERHIT FROM THE qtt Of "; (~ w z m m YELM. PRIOR TO BNY WORK COMMENCING, THE CON1RACi0R SHALL 3 G i CONTACT THE PUBUC WORNS DEPARTMENT AT (380) 456-8410 i0 ' ~~ ~ SGiEDULL AN ON-SITE MEETING. ~ i ' ~ ~' J. WA1ER MAINS PND APPURTENANCES SHALL MEET All PRON90NS OF ME ~ Z~ ~ CgV1RACT S~EgFlCATIONS ~ 0 ; 9 9 4, E%IS11NG NAIVES i0 BE OPERATED BY Cltt EMPLOYEES ONLY. ~ ~ k w 5. HYDRANTS SHRLL 8E BAGGED UNTIL SYSTEM IS APPROVED BY q1Y. " 6. P11 UNES SHALL BE gIIORINAIED ANO ffSlEO IN CONFORMANCE W1N THE PRO,ECi SPEGFlCAlIONS BE INSTALLED WTH CONTINUWS 1RA(ER S 1. Pl1 PIPE ANO SERVICES HALL TAPE INSTALlE012" i0 IB' UNDER THE FlNAL GROUND SURFAfE. SEE N d M PROJECT SPECIFlCATIONS. $ N N N m J 6. ALL iRAEFlC CONTROL 91ALL BE RPPROVED BY 1NE qtt. SEE PROJECT N > m F SPEGFICA110NS Z =i w 9. All WA1ER MNNS SHALL BE SIANED FOR GRADES AND AUGNMENi PRIOR a ~ ~ rc u rc n 10 COMMENCING TRENCHING OPERR110NS. o u m o i u a 10. ALL SERNCE UNE IOCAIIONS SHA0. BE MARNFD qV NE FACE OF THE ' W t/41NGi INTO CONgtEiE. CURB IN1H AN EMBOSSEO a I UM OF a NIM 11. CALL UNDERGROUND LOCATE R11-600-4Z4-5555 A M 48 HOURS PPIOR TO ANY E%CAVAIIONS. a NEDWNG A 0 12 NE qTY SHALL BE gVEN 12 HOURS NONCE PRIOR i0 SC SHUNOWN. WHERE CONNEC110NS REOUIRE'FlElO VERIFlCANON", CONNECTION POINTS WILL BE EKPOSED BY CON1RACi0R ANO Fl111NGS 4ERIFIEO 4B HWRS PRIOR 10 gSiRIBU1INC SHUT-GOWN NOTICES CONSTRUCTION NOTES W Q 1o WA1ER SERNCE CONNECTON -SEE DETAIL SHEET O WATER SERVCE CONNECTION, RELOCATE METER, SEE DETAIL(S) SNEET O WATER SERNCE SNB - ~E DETAIL SiEEi O Af1ER SUCCESSNL PRESSURE AND PUPItt IESi OF NEW SYSTEM HAS i BEEN WTNESSEO BY Cltt, ABANDON EXISTING MAIN, VPIVES AND APPURTENANCES PER PROJECT SPECIFlCABONS O IRRICAiION SERVCE CONNECBONS, SEE APPENq%'F" IN SPECIFlCAIIONS E ~o, @A~joa °Wio 8 Q CON1RACi0R SIiALL LOCATE E%IS11NC IRRIGATION UNES CAP AND p4 + or .~ ABANDON EgS11NC IRRIGATON UNES LOCATED ALONG N ;° go a c CONiRACiOR SHALL PROTECT E%ISBNC IRRICAIION UNES i0 REMAIN ~ Sog~a ~ NORNERLY OF SiEVENS SiPEEi. CC4RDINAIE W1N OWNER. Q7 PONOLL E)OS11NG UBUtt -SEE SPEgFICABONS. yj~ee QgOf C O6 CONS1RUCi NEW WA1ER MAIN BENEATH EWSIINC WA1ER MAIN. CONNEC110 EXISTING SYSTEM. ~ ND o ~~0`p1ar ~'ie~ m 10 E%IS-NC UIIUtt N BE RELOCATED BY OTHERS. CONiRRCiOR N ~ COOROINAtE SAME. ~ e F°r a ~ ti`o`r/,Ne° 4 4 w ~~ +trre yf690 ~y ~0 w 2 0 f V (Q i h m Z ~3Z~ } Wpm "n WaW 0 ¢a~ ~ 0 01~w ~ ~WaO ~ }>>~~ o, FuhW z~ ~° a ~~ SHEET: 6 OF: QB JOB NO.: 06436 DWG: WAlER4 m W W I W W W W I vr_._._-._.._.. ~~_-__,~~__,.,__ K- - ~ - I ~ ~---J G ... ~ .~ ... 8° PVC WAIERMAN b I' y I I ~i2 F A I I s7+oD oD s6+oD ss+oo i' m I I ~ ~;m ~ ~----+---- ----I-----r----~---~----I- W ~ IIx I = I III i J I iL ~im ~ F ~y i e OH ~ OH ~ i gq~Y '~ - ~ ~ ~ -----------------------8-------~ IBA IER ----------- L--~---~ %_______X- 1HURSTON COUNtt 20 10~ RB PROJECT Na. 6-W-918(008)-1 BECKON 19,111N, R2E 0 ~ ~ "1 GENERAL WATER MAIN INSTALLATION NOTES N n W ~ .. i. ALL WORKMANSHIP ANO MATERIAL SHALL BE IN ACCOROANCE'M1H CITY OF YELM STANDARDS AND THESE CONiRpCi DOCUMENTS z "R q ~~: °' i Z x ~ 2 ALL WORN IN CI1Y RIGHT-OF-WAY REQUIRES A PERMIT FROM THE q1Y OF I, i ~ m x ° YEW. PRIOR TO 9NY WORN COMMENCING, THE CONTRACTOR SHALL !) Z i ~ CONTACT 1NE PUBLIC WORKS DEPAR1MENi Ri (660) 456-8410 i0 ~ F ~~ SCHEDULE AN ON-SiE MEERNC. ~ . i t 3. WA1ER MANS ANO APPURTENANCES gIALL MEET ALL PRONSIONS OF ME N ~,~ ; ~ CON1RACi SPEgFlOARONS. O o ~ 4. EM]SIING VALVES TO BE OPERATED BY qtt EMPLOYFE$ ONLY. n 9~ 5. HYDRANTS SHALL BE BAGGED UNRL SYSTEM IS APPROVED BY Cltt. `W 6. ALL MNES SNA1 BE CHLCRINAIED AND 1ESlE0 IN CONFORMANCE'MiN ME PROJECT SPECIFlCAl10NS. ALL PIPE ANO ~RNCES SNAtI BE INSTULLD VN1H CONRNUWS 1RACER 7 . 1APE INSTALLED 11" 1018' UNDER THE FlNAL CRWND SURFACE. SEE PROJECT SPEgFlCARONS. o n N d M ry I N m J f 8. ALL 1RAFFlC CONTROL SHALL BE APPROVED BY THE Cltt. SEE PRAIECi ~ ^ > m SPEgFICRRONS. = Ij w ~ w d 9. AL WRIER MANS SHALL BE SIANFD FOR GRADES AND AMGNMENT PRIOR ~ a 10 COMMENCING 1RENCHINC GPERARONS. o N o u a 10. Al SERWCE LINE LOCARONS SHALL BE MARKED qV 1HE FACE OF THE CURB IN1H AN EMBOSSEO'Yl 1/41NCH INTO CONCRETE. a I MUM OF a 11. CALL UNDERCRWND LOCALE AT 1-800-4P4-5555 A M NI 48 NWRS PRIOR TO ANY E%CAVARONS. a 71 HWRS NO11CE PRIOR 10 SpIEDWNG R ~ 121NE q1Y SHALL BE GIKN SHUTDOWN. WHERE CONNECRONS REWIRE °FlELD VERIFlCAlION", CONNECRON POINTS YRLL BE EXPOSED BY CON1RACi0P AND FlTRNGS IERIFlED 46 HOURS PRIG i0 OISIRIBURNG SHUT-0OWN NORCES CONSTRUCTION NOTES W WATER SERNfE CONNEC110N -SEE DETAI SNEEi WATER SERNCE CONNEC110N, R0.0CAlE METER, SEE DETRIL(S) SHEET WATER SERNCE SNB -SEE DETAIL SHEET 0 AND PURItt 1ES1 OF NEW SYSTEM HAS 4 ARER SUCCES~UL PRESSURE z O BEEN IWINESSED BY CITY, PBANDON E%ISRNG MAN, VRLVES AND APPURTENANCES PER PROJECT SPECIFlCARONS IRRIGARON SERNCE CONNECRONS, SEE APPENDI% °F' IN SPECIFlCARONS. 4~~° Wj~, 8 °° d 4 +° v i I R RON LINES CAP AND 6 CONTRACTOR SHU1 LOCATE ENISRNG R IGA 4. + ~n m p r 0 e c uaNc S G IRRIGARON MNES LO A1ED . r ABANDON IXI RN i a N' 0 CONTRACTOR SHUT PROTECT IXISIING IRRIGATION UNES i0 RENAIN r ~~<. a o.. VEn'S S1REE1. CC9PDINAIE WTH OWNER. NORTHERLY OF StE ,Je ,r +~ y~ D 1 PO1HOIf IXISRNG URlltt -SEE ~ECIFlCARONS. ~bY °j° y6y N ~° A 8 CONSTRUCT NEW WRIER MAIN BENE4IH E%ISRNG WATER MAIN. 9 CONNECT TO E%ISRNG SYSTEM. W ~N tt R OCAIED BY OTHERS CONTRACTOR i0 00r°~°M °~~ 10 E%ISRNG URM TO BE 0. r m 0` ~a t 0 COORDINATE SAME nP 1 i .~ ^r6 ~ h eZ 1 ~~ ryt°gy~ w ggjy P~~ ~ 324 ::.. .... . ......:... ... .... ....... ' . ........., . :.... ..... ..... ; .....'; :::'' ..........: 234 982 ., 98 320 :... ... : '.'....':; .' ....'..':'.... '..... '.'::::'.'.'.': ' .......... .:......... . :.:.... ':...'.... ..'.'...:.' ' " ...:..', "...'.. ..':.'.'.'... .'......':....,.,., 330 F ~ W 322 z ...: ;. i 922 m ............ .................... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . ........................... ...................... ........................ ......................... ............................ ................. ............................. . ................................. W . , W W .... ' \ 928 :... ........ .. ... :.::::. ....... . ..... :.::: ..:: :::! : .. ; :.:::::;::: ::::;:::: ......... ; .....; ......;... ......;..... .. . .. ........ ............. 9 8 24 :" :... . . ... .... . .. .... 24 :': 222 ':':':'::::: ::::':':: ::::::::':' : :::::::::: :::':::::: :::::: '::::':::':' '::::':':::: :':::a::'.:::' :' :':':::: ''::::::: ::::::::::: ::':'::':':': ::::::: ::::::::::: :::'::'J::::::::' 922 i::: :::::di:::.:'. :'.:iU.... .' :i::' P : ' m : ' : a: :::: ' :::' : . : ~ '~........, . . .. ~ m. .a n p a n a „~ ai ~... ~ . ,.... ..~. ~ .. . ~ ~ . . ~ ~ .. . .. ~ . . .. ~.:... ~..~. „ N..: ~ ~ ~ ~ .. ...... ..: ~ ....... ~: .~. A'..:....... .. .ry: .~.~ . V1~... ' ~.... .~....~,,...... .. ~.. ~. ~..M.... ,~.... . ..~ . ~ ,., .,...M~....... ., ~., ... ...~.: .... Fl.. ~... .., r.. M.. h..~. 320 :. :::: 320 64100 66+00 68}00 67+00 62+00 a r i ~ i ~ m Z ~a;W W;ZW ~, ~ w } W m ~ W~ a aa.Wi ~ ~ a 0 "Fw ~ dl _= 2 WQ~ 6 i)fv a }~W F~fW z% ~° a ~ ~ sHEET. 7 ~ 26 JOB NO.: 06436 DWG: WATERS SHEET: B or: 28 JOB NO.: O64J6 owc: wA>ENs 1HURS10N COUNTY 20~ 10~ DB PROJECT No, 6-W-918(008)-1 SECDON 19,1TiN, R2E 0 of GENERAL WATER MAIN INSTALLATION NOTES ~~ W 1. AtL WORKMANSHIP ANO MATERIAL SHALL BE IN ACCORDANCE W91H q1Y z"R y OF YELN STANDARDS AND 1HESE CW1RACi DOWMENIS. g ~ Z 2 ALL WORN IN Cltt RIGHT-OF-WAY REQUIRES A PERMIT FROM 1HE q1Y OF ',, ~ m m 1EM8. PRICK i0 BBY WORK COMMENCING, THE CON1RACi0P SHAIi ~ ~ CONTACT 1HE PUBUC WORKS DEPARTMENT Ai 360 458-8410 TO Z F~~ SCHEDULE AN ON-91E MEEDNC. ~ pi ~ J. WATER MAINS ANO APPURTENANCES SHALL MEET ALL PRON90NS OF 1HE o, ~ ~ CONTRACT SPECIFlCRDONS. 0 0; ~ ~ y 4. E%ISDNG VALIES i0 BE OPERATED BY q1Y EMPLOYEES ONLY. ° K a S. HYDRANTS SHALL BE BAGGEO UNDI SYSTEM IS APPROVED BY CITY. '~ 6. AtL LINES SHALL BE CHLIXtINATEO AND 1ES1ED IN CONFORMANCE WTN 1HE PROJECT SPECIFlCADONS. TALLED W1H CONDNUOUS TRACER 1. ALL PIPE ANO SERNLFS SHALL BE INS TAPE INSTALLED 12" TO 18" UNDER 1HE FlNP1 CRWND SURFACE. SEE N d N PROJECT ~ECIFlCADWS $ N II II m ~ & Pil 1RAFFlC CONTROL SHALL BE APPROVED BY 1HE CITY. SEE PROJECT q " "^ } m F SPEpFlCADONS. i i> w 9. All WATER MNNS SHAL BE STAKED FOR GRADES AND AUGNMENi PflIOR ~ a ~ w a TO COMMENCING 1RENCHING OPERADONS o N o u a 10. Pll SERWCE UNE LOCADONS SHALL BE MARKEO ON 1HE FACE OF 1HE CURB W11H AN EMBOSSED "W I/4 INCH INTO CONCRETE. i F a it. CALL UNOERCRWND LOCATE AT 1-80424-55SS A MINIMUM O 48 HWRS PRIOR TO ANY E%CAVADWS. a NG A 0 121HE CITY SHALL BE GIVEN 12 HWRS NODf# PRIOR TO SpIEDUU SHUTDOWN. MMERE CONNECDONS REWIRE "FlEID VIIiIFlCADW", CWNECDON POINTS W1LL BE Eq'OSED BY CWIRACTOR ANO FliDNGS VERIFIED 4B HWRS PRIOR i0 OISIRIBUDNC SHUT-DOWN NODCES SHEET: Q oF: 28 JOB NO.: 06476 DWG: WA1ER7 TNURSiON COUNTY , ~ wPPRONa EWAI) fNNRONwENI NERR BON Na 1YP[ ~ wgsrAra, av-ula tut ~+~~ sctwAUC ~agoNCS sfaa 7a cttlrofis lo vhw operotlAg nut DB PROJECT No. 6-W-978(008)-1 mNCgEro aq p I I --Elmih of payment ~ SECDON 19, T17N, R2E FW PIE BNN o Wk~Etf ppyflaY ~agoNCS staES a6 ast Wan' Polnl Hydronl Sun Yellow Hiph Weather shldd w ° $ ° a mxm ~+~~ pawn ~ Grade Enamel Bonnet N n ~ gau4czo ~ wrsASC ~ N¢ sw1 + 13512 g I/~ Nose ronnec Nan R NT OFFSET w ~"u w ~ gECwgnI7la ufrtq ~ a t a' RELOCATE METER, with Threads HYD A o z n v EsRlll sf0lfs uls•a Punic ula / METER BO%, E1C. i I / / "St tl u ~ i Pasnc gEwttq uq ~ eamer ron ,_ a nec on z i Px P FaN naP AWi cAgmv sgcP ~ M[RR BaN 1 ~ wPo NSi Poreade d " See valve EoN and t ll ! t W $ w i ~ ~ RELOCATE N" I I i ~o 4" 18 ap d S Sfors a Style 5-31 w/SC '-24" er voM shm dda - rop 6-11 t> e 0 ~ ~ a z ~ u' Vuut 00X OR A" J__l d F q 1_ Ground ; r ~ ` ~ "? I'FlASOC TINE (Uff Ha P9 BEl PIC MSER ta' Mwlf SINGLE METER . PgoP ~ ~ N z~i< oRrPUawsomsronxslm P n+nfNEPwf uNE ~ ~. oa; I nrc BOX PLACEMENT ~ 2Y SLOR ro IaN () vuYt rox cq 4' nA PlC ~ NogE ~~ ~ gayq Is w ' io suN h SPondpipe ed Ilro 6" flop BOLE SEE ALSO APPENDI% F IN SPECIFlCADONS• ~ o n • • s1?„ ' •NI T::%"::;1 ~aN VaK ~ ,: ironc d th J' Minimum p h d t t i E%ISDNC 1::~ ep y ron ee B (TO REMAIN IN SERWLE IF NOT BEJNC R0.CCAIED) la 1~' w'PJ IY ';i:!N`V.' ; ~ . r;;."~ ~ ; ~ ~ I IIm 6' I1061EBA :; :i .': , , .i~:: ~ g" n ~ • Inc. Negalug ~ .;.>~. ~';3'~. 2t nEVf 1a a0M VALVE WN row Sla[WA1K OR---- la' oro cwP mAtnc a1NNa, sa owc. No. e-12 +' ap~M " t2' P.E. PE USf 4' D0. aCXEWW 40 wVC I% w1111 CwP FOR OTINR NISINAIKNS• .. £iJ: ;>,, ~,,, ~ e m ~ cope " ' i4 ~ 6" Clms 52 ductile Iron 'b~ pipe col to IengM n ° ~ a m m ~ SERWCE PIPE 1Y NEW 1 6" gab robe, FL % MJ p o z r d ~, SmEwulc A7 igArnc uALx~ CONNECT i0 E%ISDNG See nob below z w a B ~ Vadn -~I ~ a Q W 6 ""~"""`~`~"~"`"'~ anaq w~YAVa,~ TYPICAL RELOCATED METER PLACEMENT /'NB'x,6'concreleblock o s° o u a Y4~NEtnsnA>W "' CITY OF YELM STANDARD DETAIL 8.8 (MODIFIED) Xydrordehoe lgANC Wqf NRAfRO eROU'0 DR BackNll h lap of drofA Ang haudng Plasllc barrier 6ehrnn n PIFE (af c:mqu Norts Na 7) N01 i0 SCALE both with 2' washed rock m shown Ihrod block and tae 6' x 6' sheet al I I mil. plaslk or con- " ~ CONNECT TO E%ISDNG Pnm u17&IBw sYW'x shudlan labdc, rovedng 2 washed rock Concnh thrust black (IF N01 BEING RELOCATED) a/4' GcPPEw wElErt sEr¢a cast-in-pkce agolnsl ° py, Nnll attar vuu AVO ~`- ~ ~ ~I-44HR ~ + ~ INlhp only ' ~,VC j ~ p~ JIXNf BY IP frwEAaS L Nydranh sMll be locahd In I• wuE ~APIEa B4IIS acrordance w8h SMlon 6.060. I, siu~' sap, d'SERts a/4" N I" N 17' BEU gEWtgm Eaq Au PApt JaN'ro In addNlon, a minlmum Three fool radius unobshuahd warking area shall ~ ~ Y~ W~ ~~' c. us ttwMEt stunts sNAU Aqo be rodded around all h dronts. DEfT•~R1~JCWs~WS P Y z 4 I'x I' FOfla GFP niilh',S S4Ill HAIf I.P. BIPFAOS 2 Hydrord shag be Dresser M d H N JpNi cagrcgAqaN i N~uio ~ A iA~ + s"'P°PEro101 3 ae~~tt ~uellar FIRE HYDRANT 9 ~ l p l T cu IN sT ~ u or Clow Medal on ntudon, Ce s~NEtsNat Yz4' WOOD PAINTED WHITE MiH " 3. Cale wives shall he millmt wedge SIENCILLO IN BlAft(. "WATER SERNfE NRS wIPo 0•dng seals. Valve ends shall ,gypa~ app 1" SINGLE METER SERVICE VaM cshalloroofomlbio ASWNA 509-80. Puam wx«s oracmq cAro 6' CITY OF YELM STANDARD DETAIL B•1(M0DIFIED) Valves shall be Muellx MdN, Kennedy, 8W to an wYE Nar To scALL . Clow R/W or Waterous Sedn JEC '~ '~ rtw ~0Q i 12" RECESSED HANOW TYPE ~ " " @N~v "Wx 8 WVER ~ ~ ~ ~ ~ ~ 44d°s °40'~ N n LIVE TAP - NUNO FOUNDRY +218 3' N 3' w 4' ~ 6 3 4 VALVE BO% WITN "YELM CLASS 3000 14' 8 3//' WpiER' CAST IN LIO " SCHEDULE AO STEEL OR ~ W Oe m ~ ' : e o ~: ; ~ ° r o ~^ w + 9 S ~ CONCRETE PAD ~ ~ REINFORCED CONCRETE MARKER p ~h N Aj ej M1" fr I y a' Ire. '~ ' WXCIFR F SEC11 0N POST SiWPED WITH "W" AND D~iANCE i0 VALVE 3' RE590RADON DEP1H TRACE TAPE 12' T018' UNDER 8g ~ '~~J ~:' ;!:':i;r'i:o!`::•,el ~~ ,,,,, ~w~~'T tv. 'v' t~ ~t UTSIDE PAVED AREA 6 ~ FlNISNW GRADE " POST i0 RECEIVE ONE PRIME COAT AND TWO C0A1S OUiDWR OIL BASE ENAMEL i0 MATCH xrDRAUUCCOWR d : , VARIES THE FlNAL GRADE. V/\ /\ ~ ~\/~ \~/~\ y// ~ ~~B " 0`" rov ~i n 0~e'v4 vvia~ mi ~~., a 1RACER WIRE c o ~ d7 ~•~ d!• ~\ \ ~ t B; x 6' SOR 35 PVC SEWER . 2 . / \ 4w y °jo 'Y "r'~)'. gs Y m. c;d ~~ ''!' y%(; coWCaaao agsKY SEAL WI1H AR4000W z m ~ u a a e n n ~ PIPE CONFORMING i0 ASTM 3034• RISER PIPE TO BE .~ CEMENT CONCRETE CUSS 3 ;;{ , ' , {p?>;; iA, Q?' 'D~,, I ;,••,,• p,,; Q,, >,:':b), ~~ \ \~~\ ~ 9 ~~ Ore lPjy pga~ W ~'~ C ~ " eACNnu ro sPpY ACP ' o PLUMB ANO CENTERED TRACER N1RE (SEE f€NERAL TwtPNw vuvt N[a a wuN L0 CSTC 1 < I > i OVER VALVE S1EM. ' 1RENCH BAEXFlLL WAIFR NOTES N0.1) a x wa sruNnss srta z i ~ 1 4' III II.- 1 J SEE NOtE 1 & S Yungc sLaNE ! y , ~, m = 8' MIN. vuu[ eNq spfErF spLL of cRmJN wPPOgrto ANO gACNnusa ws „~-„, ; -" ~r;,, ° ~ SIDE FRONT ~ mlowN aaow-gmxr. ~ ~ rc I h , " s' MIN i F a ALVE S1EM RISER BAhggy m x ~ REQUIRED WNEN MAX. ~ ' ' r VALVE MARKER POST . BEDDING MAIERIRL \ \ \ \ \ \ V, ~ ~~ ~ SEE NOTES 2 d 8 ~ ~~ ~ // ~ Z < W ~ 1fE CONCRETE CL 3000 0.3 36 IS EXCEEDED ~ A \ ~ ~ \ ~A ~~A ;; 1 r'!<, INSIDE PAVED RORDWAY ( (IENGTN VARIES) 4' DIR. (6' DM. FOR NYDRANTS LOCATED IN UNDISNRBFD SOIL W = W ; Ip ~~ oq nvE) o - ~ COMMERCIAL LOADING 20NfS) BOffS: } ~) m ~ W O W < ;> i%~'w` "~~~~~ 4" DIAMETER SCHEDULE 1. A MINIMUM COVER ~ 3.5 SHALL BE MAINTAINED, E%ffPi AS REWIRED Ai CONNEC110N Q d J W .,. , '•!:;'•l(:y;:'7;! ~g~ ;;iq . '. ' TRENCH BOl70M g0 SIEEI POST fILWO ~ POINTS (L F f ~ CI ., . y, romgoufw oazn gACNPLL I- P vouaa norll oP roach ~ soup NMCN SUPPORP ~- ALL VALVES MUST HAVE 14 CUAGE INSUUTW WITH CONCRETE NOTE: L LOCATE POSH 3' FROM HYDRANT S' 2. NATIVE BACKFlLL SHALL CONSIST OF CRUSHED, PROCESSED, ~ NANRALLY OCCURPoNG O %- W a D) Z = COPPER TRACER WIRE HED OR Ai VALVE BOQY, CAiE VALVE SHOWN-SIMILAR DO N01 BLOCK NIDRANI PORTS GRANULAR MATERIAL li SHALL BE ESSENTIALLY FREE fROM VARIOUS TYPES OF W000 z - h < ~ CONE9[R agUSi ENIEHDW OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR 2, PIPE i0 RECEVE ONE PRIME COAT WAS1E OR 01HER E%iRANEWS OR OBJEC110NABLE MATERIALS. IT SHA71 HAVE SUCH ~ W ~ ~ ; ~ E%fENDEO ONE FOOT TOP OF VALVE BO%, BUTTERFLY VALVES. AND iW0 COA15 OUTDOOR OIL BASE CNARACIERISDCS OF SIZE AND SHPPE THAI IT WLL COMPACT READILY CMJPACi. } ~) NOTES; WR AS HYDRANT- E ~ M P F 1. I1 MIL PUS11C OR CONSTRUCHON ~ VAEVE STEM EXTENSION EEGEND 8, I l 6 SEE DE1 3 NATIVE 1RENCH BACKFlLL MAIERIPI SHALT BE SORTED OR SCREENED SO THAT THE ° ~ W FABRIC SHALL BE WRAPPED AROUND RUSi R i ` O VALVE OPERATING NUi OR 11/8' '~'•% ~"' ~.;, ~ p:: MA%IMUM AGptEGAIE 91ALL IS 6-INCHES. ~ z ~ F o PIPE A O fNNNG3 9[FORE N • BLOCK AND BACKFILL ARE POURED % 11/8' X 2' HIGH CRA-E STEEL , ,'y; '•;,,~ 2, DDING MATERIAL SNALL BE SORTED OR SCREENED SO 1HA11HE MR%WUM m . WASIrdGTON CRY'YJFYEiM WEWED 10 RISER SXAfi. gry0F'fEiM,WpgfM1GT(k! 'a C1IY0FYEiM,WAS4NGT0N 4. NAD4E PIPE BE gfES FOR DUCDIE IRON PIPE ~ , 2. WNTROLWD DENSItt BACNFILL IS A ' DEFE,OFpI~JCWORKg D~ ~ p~ W~ppEg ©3/I6" lhk N 5 I/S" DM STEEL `'B' DBT, (IF %IBLIC WOFWg CEMENT CONCRETE ;;,:.~ i• ~II, . AG04EGAlE SHALL IS 1-INCH FOR PVC PIPE AND 1 1/2-IN ' PUNT WX CONSISNNC OF~: 3100+ /SOS WATER AND ONE SACK SAND CONNECTION TG GUIDE PUiE WEWED 10 RISER SHAFi STANDARD , CUSS SOW ~' ~~'"p' VALVE MARKER PDST & S. WiERE NAIVE MATERIALS NAS BEEN DEEMW UNACCEPTABLE BY 1HE Cltt TRENCH TAlLLO PER THE PROJECT , , (94j) OF'CEMENi. EXISTING MAIN • o r%2"X S/16" scuARE sTquauRAL VALVE BOX ~ 1' ~ HYDRANT BDIIARD DETAIL BACKFlLL ANO PIPE BEDDING SHALL BE FlIRNISHED AND INS SPECIFlCaFlaN3 SHAtt NOi BE ' ZEE STEEL TUBING 10 Fl10PERAiINC SHEET: iD 3. MJ CUi IN S NUT• LENGTH AS REQURED. u,q, ® apwa TYPICAL WATER MAIN TRENCH BERMIrr6D. ,~,,,~ ~,~, wA~ ~,~ HYDRANT BOLLARD , 15 (MODIFIED DETAIL 8 GF 28 4. SUPPORT VALVE AND SIfEVE 6-1D ~ B-11 auaucw[psaq¢cttN gAYE 6-12 . CITY OF YELM STANDARD : CONNNUOUSLYIHROUGNINSTALUTION PuaucwLxacsclracEaq oAn WEWSTOSNAfiSHALLBEI//' PuacwogNSngfcYm aArt , ot8 an aAtE FILLET WEW All AROUND, op an. uYa ~ ~ Yaw as n ¢w 3 AtE /IS/00 N01 TO SCALE JOB NO.: 06436 ac >fw rtw nw ONSIW tc YEw ¢w YEw J/IS/00 cf c >Ew DWG: WA1DEtOt I I I I l V 1 1 1 F W W h N N .. _~. 3 W 3 Z 3 N W sW ZN NZ WZ LE QQ N dQN dQ 'k\~ Ip // ~~ \d 12 NV~i \s°s ~a i o .aCP~ ~o p tHURSTON owNtt 20' 1110__0_ 2~0' X40' TIB PROJECT Na, 6-VR Y~~-~ SEC110N 19, TI1N, RPE GENERAL STREET CONSTRUCTION NOTES #;i 1, RL WDRNNPNSHIP ANO MA1BilAS SHALL ~ IN Rt~RNCE WiRI Ott N n Z d $ aF ll]N STRNDRRDS ANO THESE CONiRRCi DOCUMENTS $ 2 RIE CONiRACNR SHALL BE RESPONSIBLE FOR AL 1RAFlC CONTROL IN $ Z ACCORDANCE YA1H MUND, PRIOR N OISRUP110N aF RNY 1RAFFlC, ~ w =- w" 1RPfFiC WN1Rd PLANS SHP1L BE PREPARFD AND SIBMIIIED N RIE Ott FOR APPROVAL. NO WORK SHAL OJIIMENff UNTIL RLL APPRO'hD ~ O c7 ;; 11+AFT1C OCNIROL IS IN PLACE ~ <Z 3, ALL CURB ANO tlJTIER, S1REEi GRPDES, SOEWAN gU>DES, AND ANY ED BY 7 ~ p 01HEA VERRCPL AND/qt Hgt120NTAL AllgJMENT MALL BE STAK RN ENgNEFRINC OR SURVEONG FlRM CA~RBLE OF PfAFORMING SUfH U WORN. ~ 4. WHERE NEW RSPHRIi JOINS EgSANC, THE EMSRNG R~HRLT SHA1 IX CUT TO A NEAT VERACRL EDGE AND TACKED WiH RSPNRLi EMULgON TrPE CSS-1 IN ACCORDANCE XI1H 1HE STANDARD SPEgFlCRRONS 1NE JDNT SiA1 BE SEAID W11H (ARCS AR-4000W PRNNC ASPHRIL RDq( RND RSPHAT SHAL BE IN S COMPACAON aF SUBGRRDE , ACO7flDANCE M1Rl 1HE STANDARD SFEgFlCAAONS N 6. SUBptRDE INSPECRON S4AIL BE PERFORMED BY PN AoPROVE0IESANG 8 N q ~ E 3 N J ~ FlRN AND FORMS SHAI1 ~ INSPECTED FOR UiE PND GRRDE BY AN .: m m ENgNEER BEFOFd: POJRING OJN(RE1E = i j 8 °~ 1. f£RRFlCRRON AS N CONFORMPNCE SiAL BE PRONDED 101HE qtt ~ a ~ ~ a PRlgt N ACCEPTANCE OF WORK, e N D u i ROADWAY & STORM DRAINAGE NOTES g C4UAON: P0IENAAL UNtt COVFlICT. CONIRAC10k N FlEID VERIFY ~ 0 (PORIIXE) E%ACT LOCRAON AND DEPTH aF EXISRNC URUtt. SEE ORDER ~ WORK IN THE SPECIFlCAAOIJS EMSANG UNtt i0 BE R10CRiEO BY 01HERS CONiRRC1OR TO 070RDINAiE SEE GfiJERA1 NOTE 9 SiNEF 2. WIJiRRCTgt SHA1 REMOVE AND WASIEHAUI IXL9TRJG FENCE o q O CCHIARCTOH SNAL PROTECT E%ISRNG J-BO%/WNDUAS /TREE 5 /TEIJfE/ROCfERY/IANDSCPPINC/S[A DUPoNG 07NSiHUCTlg1. rc D UNDSCA~IN/1PoiIGAAONOSYSR:M/ggJ. COOfmINA1EWI~FROPERtt NG OWNER(S), © O7N1RAC10R SHRl1 NPoIISH AND INSTAL (£AIENi CONCRETE ORIVflVRY REPAR PER DETAIL i 01 D7N1RRC10R SHAI1 NRNISH hND INSTAi gDEWALN RAKP tt1W: 4B MOgFlED PER OETAL OB DONRGCIOR SHALL NRNISH AND INSTAL gDEWALN RAMP 1YFE 1B 41V~M ~i PER ~TAL C e ~i~ o ra i ~9 O7NiRRCTOR SHALL NRNISH AND INSTAL CAST IN PUKE MONUMENT PEA ~' 9 ~ C ; ° DETAL ~ o, ,~~ 10 WNiRRCigt SHALL fkMOVE AND WRSIEIIRUL EMSANC SigiM DRANR(£ ~AJ~~i PIPE SiRUCNRE(S) AS REGUI~D N NSTAL NEW S10RM PIPE, NIS 8 ~ NOPof TO BE INCLUDED IN REMOVRL OF SIRUCNFdS AND OBS1RlICRONS 11 D7N1RRCi0R SHALL NRNIS4 RND INSTAL (RUSHED ROgf DPoVEWRY ~~$ ; REPAR PER OETAL COORgNAIE UMITS INAi RESICENT ENONEFA. ~p otd ~i $ OCNIRRCTgt SHAL REIOCRiE EXISANG MALBO%(ES) ON NEW STAND, oA d ~~+~ n IJ OCN1RACigt SHAL SAWCUi EgSTAG RSPHRLT PRVELIENT. SEAL JONT ~y 6~i o WiH AR40WW RiJO APPLY S4ND BLANNE110 THE SIRFACE JgNi WHEN p~ ~++~ ~~ 9e MR1011NG IXISANG ASPNAT. O..y PN°~ 14 CONIRACTgi SHALL FURNISH PND NSTAi ASPHRLT DRIVEYIRY REPAIR 'V Ppi DETAIL 15 CONiRACIgi SHALL 070ROINAIE W1RI qtt REGPRDING FlNPL TREE Pli LOCRRgJS 16 COMRACIgi SHALL FiElOCR1E EgSANG FENCE AND/pi CR1E PER ~ SPEgFlCRAONS, z l7 17 WNiRRCTgt SHALL NRNISH AND INSTAL NEW FENCE PER FENCE ~ 3 3 SCHEDULE, SHEEi ~ z 16 OCN1RRCi0R SHALL DEMOLISH AND WASIEHRUI 51RUCNRE PEP R1E } F W MJ SPEgFlCRRONS, WO 0 19 07N1RRC10R STALL FURNISH AND INSTAL STREET UCHT NBE PER ~ Q C DETALS STREET Ug1T N BE INSTRUfO BY O11RR5. CONIRACTgt LL ~ d SHALL COgt01NA1E ~E ASO ILLUMINAAIXJ 1RENpIINC PUN AND Q ~ d SPEgFlCRRONS =} Z (~0 OCNiRRCIgt SHAll CONSIRUCi NEW M~ULW BLOCK WAI, ~ W 3 j SEE M~UTAR BLOCK WRL1 DETA4 SHEET ~ } ~ W d 11 CONIRRCNR SHAL CONSiRUCi NEW SEGLIENTA. OOgf WAIL F ° p SEE SEpJENTAL BLOgf WAL DETAIL, SHEET ~ ~ p 2 (~ COIJIRRCNR SNA1 CLERR RND IAUB IXISRNG TREES BRUSH, SHRUBS NE~rARON, ANO/aR Duff, ~ © CONiRACTOR SNRLL WJUSi EXISANG STORM MPNHgE, CA101 BASIN, MONUMENT CRSE, WATER VAL'h BO% (SCH. B) AND/OR 1RAfFlC BOX TO (AAOE URUtt COMPANY TO ADJUST TELEPHONE MANHOLES, SANITARY R'W4R MANHO,fS, IXEANOUIS AND GAS VRLVES, CON1RRCigt 10 SKEET: ~~ COORDINRIE, Sff [~JIE9AL N01E 9 SHEET Z. ~4 CON1RAClOR SMALL NRNISH AND INSTAL NEW AUiOMAIIC GALE(S) PBi ~~ ZB SPEgFlCRAON. JOB NO.: 06476 S WNIRACICA SMALL RIXIOVE Eg511NG RAIROAO AES AND 1RRCKS PER UWG PUN1 x Qi CI I a ~i ¢~ ~6 YI ( q R1 1 ~' I CONTRACTOR SHALL I I e l I cooaolNATE Aa WORK I / f ~ ~ ~ W11HIN SOS OF PIPELINE " ~ ~.,, I A i i YA1H PIPELINE OWNER ~~ _- I I dA~~F /i ~ ( ) `T~g JOB 3U6 9 I 13 I j ~ ~ \ \ \ / ~ 14 \ I I A I r ~ \\ L/ ~ ~ 1 I 16 STEVENS STREET N ' ~~ ~ ~' 1s I ~ n6 ~' I ~ ~ S ~ --- ~ I _ - % W u~ W g. u ~`B~ 6 D~8 ~~ ~' W ~ ~ ~ ~ ~ o If10 ~ ~~~ ~' ~~ m, -. ~~ ~ W B PVC W~R1ERMAIN `h. ~ ~ W 4 ~ } 1 ~ SkOB j 6 fl0 1+~D 1 1 ~ ~ ~ 10 ~ A ~ I ~-+ - , ; ~1 it i --1- G ~ F 6 G-i y ~ 9 ~ . ~ ~; ..T.- v ~,:.~, a.... :~~ ~ 3 1-. W p, p 2 ~ N Ilm / ~ ~ ~ r I ~~ - ~i ~----- - m ~y.. .~.:~ F j - :' 4 J ~ ~ ~"~ 0 ~ ~ ~ I 1 7 "" " ~~ / ` ) " ~ ' ~ ~ ~A ~ & ~ 1 ~ I ~. I ~ 115 I ~ ~V Q ~` 1 ~ A } j;~ ~ ~ /p T `~ ~ ~~N~f ~ ~ Iw0 ~ ~ ~ CWT WALL ~ nU a+ 20 `.U t N Q ~ k ,S L/ ;,~ 14 f f;'r p '' J" H`9 ~~, I A u I I ~ i la~` 1 ~ 0 40 I o I Q ~ ~ N 1 r 'eX 1)`i ' ~ Ik I I liC I I 4 I ~ ~ ''~ I I,~ )~ ~ ~f<' i9 , I Y I ~ I I/ ~F~A'~cr< t1 ~~I I pai 1 ~~ 3 , ~, ~ t~6~ :. ~ x3 II ~ y I W11 3~ w I a ~ti~,•. I 2 / I QIIII ~ III I I 1 y ~I r r i~ ~. s",; ~~ '; I " ~ rzi I I !~ I 1 ~ ~ ~ ~ i ~ Illa III ! I 1 ~ i i I ,~Iij~ I I I i i ~ ~ ~ ~ ~ I w m I 1 ' I Il / / ' I II .-~ I ^" I II / I I ,T K I r / K I I ~ p I CAU110N: POIENRAI UDIIIY CONNCT. CON1RACi0R 10 FlELD VERIFY (PONOLE) IXACi LOCATION AND DEPN OF EgSRNG URUtt. SEE ORDER Cf WORK IN NE SPECIFlCARONS Q EgSRNG URl11Y i0 BE RELOCATED BY ONERS. CON1RACi0R i0 DCORDINATF. SEE GENERAL NOTE 2 SHEET 2 Q3 CON1RACi01t SNAIL REMOVE ANO WASIEHAUL FMISRNC FENCE d %FEN~~a~cK~v%LANOSCaPiNC~acNGDURBNC%co~s~ucna~~~ LWOSCAPIN /IRRI pDONOSYSAIEM/SI ~COOROINp1E YA1H p~OpE~S11NC OWNER(S). © CONTRACTOR SHALL NRNISI RND INSTALL CEMENT CONCRETE DRIVEWAY REPAIR PER DETAL 07 GCNIRACIOR SNAIL NRNISN ANO INSTALL SIDEWALK RAMP 1tPE 4B MOGFlED PER DEtAIL ~8 pCNIRACTGt SHAt1 NRNISH ANO INSTALL SIDEWALK RANP 1tPE 1B PER DETAIL. 09 CONTRACTOR STALL NRNISH AND INSTALL CASs IN PLANE MONUMENT PER OETAL 10 CONIRRCIOR SHAH REMOVE AND WASIEHAUL EWSIINC S10RM DRP1NAGf PIPE SIRUCNRE(S) AS REWIRm TO INSTALL NEW STORM PIPE, THIS WORN 10 BE INCLUDED IN REMOVAL OF SIRUCNRES ANO OBSTRUCTIONS 11 REP RAPERRDEiAIL COORDINATE IJMiS WT~H RESDEN~ENGNEERAY 12 CONTRACTOR SHALL RELOCATE IXSBNG MAMBO%(ES) ON NEW STAND. 13 CONTRACTOR STALL SAVICUT EgSRNC ASPHALT PAVEMENT. SEAL JGNi 'MN AR40DOW ANO APPLY SANG BLANKET i0 THE SURFACE JOINT WHEN MATCHING IXISRNG ASPHALT. 14 CONTRACTOR SHAT! NRNISI AND INS1ALl ASPHALT DRI4EWAY REPAIR PER DE1All. 15 CONTRACTOR STALL COORDINATE WIN Cltt REGARDING FlNP1 TREE PIT LOCARONS 16 CIXViNACTOR SIAl1 RELOCATE EIBSRNG FENCE AND/OR GALE PEP SPECIFlCAlIONS. 17 CONiRAC10R STALL NPNISH AND INSTAll NEW FENCE PER FENCE SCHEDUlf, SHEET _. 1B CONTRACTOR SHALL OEMOUSI AND WASIEHAUL SiPUCNRE PER 1HE SPECIFlCARONS. 19 CONTRACTOR SHALL NRNISI ANO INSTNl STREET UpIT NBE PER DETAILS. S1REEi OGHT TO BE INSTALLED BY DRIERS CONTRACTOR SHALL COORDINATE kE ASO ILLUMINATION iRENCHINC PLAN AND SPEGFICARONS pp CONTRACTOR SHALL CONSTRUCT NEW MODULAR BLDG( WAIL SEE MODULAR BLOCK WAIL DETAIL, SHEET _. 21 CONTRACTOR SHALL CONSTRUCT NEW SEGMENTAL BLOCK WAIL SEE SEGMENTAL BLOCK WALL DETAIL, SHEET _. CONTRACTOR SIAIL CLEAR PND GRUB E%ISRNC 1REES, BRUSH, SHRUBS, VEGfTAlION, AND/OR DUFF. ONULIENi0CA5~E WAIERUVAIVESB MG(SC~R B)MAND/OR 1RAfFIC BO% i0 GRADE. UDLItt CGJPANY i0 ADJUST TELEPHONE MANHG~fS, SANITARY SEWER MANHOLES, CIEANOUIS, ANO GAS VALVES. CONTRACTOR i0 COORDINATE, SEE GENERAL NO1E 2 SHEET 2. ® CONTRACTOR SHALL NRNISN AND INSTALL NEW AUiOMA-C GATE(S) PER SPECIFICATION. 25 CONIRRCiOR SIAM REMOVE E%ISRNC RPILROAD RES ANO TRACKS PER o ~ m go Nnl n Zen ~~V Z a W2B U, ~W 0 j ~~ _- ~~~ AA O o W73W nU~L m nN m 0 n Iq ~ ~ F ' m > " m o i I> w U m m N 0 U Q z 0 u z ~ ~N h J; ; w W Z } WW J LL FQ a Q ~f ! 2 ~ W( ~ } z >; 6 F,a, ~ a ~F ~~ m SNEEi: ~2 oF: 28 JOB NO.. 06436 DWG: PUN2 1HURSiON OCUNtt 2L0~ 10~ 0~20~40~ TIB PROJECT Na. 6-W-918(008)-1 18~m ~CRON Tg, NN, R2E GENERAL STREET CONSTRUCTION NOTES t ALL WORKMANSHIP PND MATERIALS SHALL BE IN ACCORDANCE W1N Cltt OF YEW STANDARDS, AND THESE CON1RACi DOCUMENTS. 2 NE CONTRACTOR SHALL BE RESPONSIBLE FOR All 1RAFFIC OGIINOL IN ACCORDANCE WTH MUTCO. PRIOR TO DISRUPRON OF ANY iRPFFIC, iRAfFlC CONTROL PWIS STALL BE PREPARED AND SUBMITTED 10 NE Gtt FCR APPROVAL NO WYIRK STALL COMMENCE UNRL ALL RPPROVED 1RAFFlC CONTROL IS IN PLACE 3. ALL CURB AND GU11ER, SiHEEi GRADES, SIDEWALK GRADES, PND ANY OVER VERRCAL AND/OR HOR120NTAL AMGIMENi SNAIL BE SiPI(ED BY AN ENGNEERING OR 9JRVEWNC FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEW ASPHAIi JGNS IXISIING, THE EqS¶NG ASPHALT SHPIL BE CU1 i0 A NEAT VER11CAl EDGE AND TACKED WTN ASPHALT EMULSON TYPE f5S-1 IN ACCORDANCE VWTH THE STANDARD SPECIFlCARONS THE JGNi SHALL BE SEPlEO WiN C~PADE AR-4000W PANNG ASPHAi. 5 pJMPACRGI OF SIBGRADE, ROG(, AND ASPHALT SHAH BE IN ACCOROAN~ WN THE STPNDARO SPEGFlCARONS 6 SUBGRADE INSPECRON SHAM BE PERFORMED BY AN APPROVED 1ESRNG FlRM AND FORMS SHAH BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE PWRINC CONCRETE 7. (fRBFlCATION AS 10 CONFORMANCE SHAH BE PRONDED iO 1HE CITY PRIOR 10 ACCEPiPNCE OF WORK. ROADWAY & STORM DRAINAGE NOTES f I ~~~ THURSION COUNtt /t 20~ 101_d_~ RB PROJECT Na. 6-W-97B(WB)-1 y I I~d~~ SEC110N 19, T17N, R2E I~'.'7pl I ~ a I GENERAL STREET CONSTRUCTION NOTES ~ ~s„1 I 1. All WORKMANSHIP AND MAIERIPIS SHALL BE IN ACCORDANL# INN Gtt W ~ e OF YIlM STANDARDS, RND 1HESE CON1RACi DOCUMENTS Z'mo I 2 THE CONTRACTOR SHP1l BE RESPONSIBIf FOR ALL 1RPFFlC CONTROL IN '~ (~ i I ACCORDANCE W11H MUTW. PRIOR TO DISRUPTION OF ANY 1RRFFlC, ~ w z 1RAEFlC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED 10 ME ~ ~ a I Gtt FOR APPROVPL NO VWRK SHALL COMMENCE UN11L All APPROVED Z z ~ iHAfFlC CCNIROL IS IN PUCE. ~ Ra u ~ 7. All WRB AND GUTTER, S1REEi GRADES, SIDEWALK GRADES, ANO ANY Z p ~ STEVENS STREET NE otHER vERflcu ANO/oR HoaaoNtu AUGNMENi SHAD BE suKEO BY . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PN ENGINEERING OR SUR'hWNC FIRM CAPP73LE aF PERFORMING SUCH ~ v WORK. ~ n~ V 4. WHERE NEW ASPHALT JOINS IXISflNC,1HE EgSTINC A~HALi SNALI BE - plT 10 R NEAT VERTICAL ED(# AND TACKED WM RSPHALi EMUL40N ', TYPE CSS-1 IN ACCORDANCE WITH NE STANDARD SPEGFlCAHONS. 1HE JMNi SHRll BE SEATED W1N GRADE RR-40WW PANNC ASPHPIT. -W / 11+00 5. COMPACHON OF SUBGRPDE, ROG(, AND ASPHALT SHPl1 BE IN 1 ACCORDANCE WM THE STANDARD SPEGFlCRTIONS --I~ j--__.{__--_____ m nrv m m ~ 6. SUBCRADE INSPEC¶ON SHAH BE PERFORMED BY AN PPPROVED 1ESHNG ,°~ M M ; J f _ ~ FlRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ~ m m ~ _ j ENGINEER BEFORE PWRINC CINVptEIE o => o ~ 1 7. (ERHFlCAHON AS TO CONFORMANCE SHALL BE PROWDEO i01HE Cltt ~, i ~ w a PRIOR TO ACCEPTANCE OF WORK. a u rc x a O m 0 U a ROADWAY & STORM DRAINAGE NOTES III I I I I I I III i ~ pj ,3 I ° U~ I ~ Iy it G i I* II .,',?~, ~~- o 0 3 I Ii ::'.,,1i,. 1 ,~ I2 I ~I ::;ii',,: II li;l :';.. ~:~~ ~~d~NG ~r~ v oD I o I1 I I ............... .... }may. •..,~ . ... . ... .. .:..................:...................:......................................:...................c........... . . . ~ ......:...................:..................:...................:....................................,a..................c.................a.....................................:. ... 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':':', "'. : ':'::::::':.':...........:.:::::::.:::::'::::::':':'::::::::::': . ................:........ ...........:.............................. ......I...................;......... ..........:............................ .... ~CONSIRUCRON'(9W:)"""' .. mn' : ' idmN 90 Pin. mw ::'~~ n .~n N „ .. ~1 CAUHON: P0IENHRL U11Utt CONNCi. CONTRACNR i0 FlEW'hRIFY (POTHGE) E%RCi LOCATION AND DFP1H OF IXIS-NG U11Utt. SEE ORDER OF WORK IN THE SPECIFCAHONS O E)OSHNG UHlltt TO BE RELOCATED BY OTHERS CONTRACTOR N COORDINATE SEE CENERpI NOTE 2 SHEE12. ~3 CONTRACTOR SHALL REMOVE AND WASIEHAUI IXISIING FENCE. ~4 COMPACTOR SHALL PROTECT EXIS-NG J-80%/CONDUIR /TREE /FEN(E/ROCKERY/LANDSCRPING/9CN DURING CONSiRUC110N. OS O7NiRACTOR SHALT REMOVE AND RELOCATE RND/OR WASiEHAUL IXIS-NG UNDSCAPING/IRRICATION SYSIEM/SIGN. COORDINATE W11H PROPERtt OWNER(S). CON1RACi~ SHALL NRNISH AND INS1R11 CEMENTCONCREIE DRIVEWAY REPAIR PER DETAIL 7 CONiRAC10fl SHALL NRNIAi AND INSTRIL 4DEWAU( RAMP TYPE 4B MCOIFlED PER DETAL ........ 1 ALL NRNISN RND INSTR119DEWRtN RAMP tYPE iB 8 WNiRAC OR SH PER DETAIL N P NE MONUMENT PER NRNI91 AND INSTRl1 CAST I lA OCN1RACi0P SHALT 9 DETAIL 317 ........... iaRM oeAINA~ MOVE ANO WASIEHAUL EMISTING CON1RACi0R SHALL ~ 10 PIPE SIRUCNRE(S) AS REWIRED TO INSTALL NEW S10RM PIPE, iHIS WORT( TO BE INCLUDED IN REMOVAL aF STRUCNRES RND OBSIRUCHONS 11 CONiRAC10R SHALL NRNI91 AND INSTNI CRUSHED ROCK DRIVEWAY O 310 REPRIR PER DETAIL COORDINATE UMITS W11H RESIDENT ENGNEER. ...'....." MNLBO%ES ON NEW STPND. ikACiOR SHRLL RELOCATE E%IS11NG 12 CON () 13 CONTRACTOR SHN1 SAWCUi E%ISHNG ASPHALT PAVEMENT. SEAL JOINT WTH AP4OWW RND APPLY SAND BLANKET i0 NE SURFRLf JGNT WHEN ~6 MRTCHING E%IS11NG ASPHALT, 14 WNiRACiOR SHAH NRNISH AND INS1ALl AS~HALi DRI'hWAY REPAIR PER DETAIL NG FlNAL TREE PIT iS CONTRACTOR SHALL COORDINRIE N1N Cltt REGARDI 336 IOCAlIONS. ... """" 16 CONTRACTOR SHALL RELOCATE E%ISTING FENCE RND/OR GALE PER SPECIFlCRHONS. 11 CONTRACTCR SHALL NRNISH RND INSTALL NEW FENCE PER FENCE O 331 SCHEDULE, SHEET """""' ACTGt SHALT DEMOLISH AND WRSffHAUI SIRUCNRE PER 1HE CON1R 18 O SPECIFlCAIICNS. 1g CONIRACT~ SHALT FURNISH RND INSTALL STREET UGIi NBE PER 897 DETAILS. S1REE1 UGHi i0 BE INSTRLlEO BY 01HERS. CCNTRACTOR SNALL COOROINAIE. SEE ALSO ILLUMINATION iRENCNING PLPN AND SPECIFlCAIIONS. ~.~..~. .... `1.p...:~.:.. MYm1:.....:..flp.~...~..~M/hi ~.~.~:...fl.m..,.i,.,.~ .~:~:..~...M~,...,. ..; M..~.~.~;~. m..~.,,.~.M ., ........................... . Mp... :Mn.........n. N m: .., m MM ..:............................. ......... ... M.~ ~.......• .......:....:..~':',::.:......:.'::::::::',:',:::'.:i:..'.:':::::',:':':':':'::'.:' 880 330 :::::8+00 ::::::;;'.:::::i:::'.::':'.:::::::::::':::"; 0::::::.::n::::'.'.:::::'.::::'.....', 10,...... w z W fAZ2 NN W NNm NN U 000 ~0 a aaaN as ~ ~ivNaa°o,ir~ .r W ~~'OW FMN4Ui "n mJnnn°IIn6 M~ FW~~t~fW~M ~ (n VII & U ull w u~viwu R?ww wrc___wrc_: ©O CONTRACTOR SHALL CONS1RUCi NEW MODULAR BLOCK WALL SEE MODULAR BLOCK WALL DETAIL, AIEE1 _. 21 SEE SEGMEN1Al SLOG( ALLU DETAIL, SHE~iENTAI BLOCK WAU. CON1PACi0R SHRLL GEAR AND GRUB IXISHNG 1REES, BRUSH, 51RUBS, vECETAHDN, RNO/oR ouFF. MONUIIENiOCASEp WAIERUVAIVES 0%(SCHR B)MPND/OR 1RAffICBBO% i0 GRADE UTIUtt COMPANY 10 RDJIJST NLEPHONE MANHOLES, SANITARY SEWER MPNHOLE$ CLEANOUIS, PNO CAS VpIVES CONTRACTOR i0 WORDINAIE, SEE GENERAL NOTE 2 SHEE12. ~4 CONiRRC10R SHALL NRNISH AND INS1AlL NEW AUTOMATIC GATE(S) PER SPECIFICATION. 2S CONIRRCION SHALL REMOVE Eg511NC RAILROAD 11ES AND 1flACKS PER SPECIFICATIONS _ ~' t ~ S P / Po ,4 `v4 vet ~ q0 ' ~~ D N~' grj o R°z `o u ~o r Q` e~ ~ r ,. A ~ D a B ~' a g0~o'0" odd ~ m h ~7 . Oe v ~ I ~ ~ ra n ti~ g Nat T `0 . 0 y~ ~ P,~~v av 99~ W erv °Ajy e~~ W u z W x ~a h J; ; W 2 W ~ } WW W~ R~ ~ ~a Q ~~ m- }z >a ~ 3 F~ ~a Va d!a m SNEEi: ~3 ~ 26 JOB NO.: 06436 DWG: PLPN3 ~, CONSiRUCDON STEVENS STREET N.W. ~ R 30'-0' TYP. 30'-0" TYP. I ~ I I I 5-0" 6'-6' 6" 5'-0' fl'-0' 11'-0" 5'-0" 6' 6-6" Y-0" BIKE 1RAVEL LPNE 1RAVEL UNE BIKE SWALL np, 9DEWALK ~ I SNEWALN SWALE, TrY. UNE UNE I I I I I CEMENT I LfMENT I IrCWCREiE WNfAEiE I I ~1 I WRB @ WRB A Try I 12~ 2%a 0---r Wi1ER ~ 2% W11ER S B ~- ~2 I S~ RLSO MOWLAR BLOCK WALL DETAIL 1HIS SHEET TYPICAL CROSS SECTION yam; STEVENS STREET N,W" Ol a'cWPAC1EODEPTHHMA B,O,P, TO N,W, RAILROAD ST, (2 MF1S REWIRED) NOT ro SCALL O S" COMPACTED DEPTH CRUSHED SURFAgNC LOP CWRSE 0 4" COMPACTED DEPTH CRUSHED WRFAgNC BASE CWRSE O GRAV':l BWROW, AS REWIRED 05 SEE S10RM DRAINAf# DETAIL SHEETS FoR swA1E DETAILS SEE ROADWAY DETAIL SHEE15 FOR 1REE PUCEMENT DETAILS. SEE ILLUMINATION PLON FOR UGHi POLE PUCEMENT DEiMLS. ©fOR LOCADONS wTHWT S'WAtES, SIWE PUNIER STRIP AT 2& iOWAROS ROAD. 4" CEMENT CONCRETE SIOEWPll( Cp CWSIRUCDON STEVENS SiREEi N.W. ~ R ~ R w 30'-0" ~ 70`0" ~~ r I I I S'-0' OR S'-6' VARIES VARIES 5'-0' OR 5-6' I I SEE PUN SEE PUN 6' S'_0" fl'-0' 11'-0" 5'-0' 6' SEE PUN SEE PUN I BIKE 1RAVEL UNE 1RAVEL UNE BIKE pUN1ER SDEWAU 9DEWAU( PLANTER UNE UNE I I I I I I CEMENT I CEMENT I 2 CONgtEIE CONCRETE 2 ~ X11 T I WRB & CURB k~ © iri i i 2 E. z , 5 6 I WTIER 2X yfi W1fER 2R , 2R y ~r -- - a.. _- -l1 also caAWTr BLOac waLL DETAIL TYPICAL CROSS SECTION STEVENS STREET N,W, N,W, RAILROAD ST, TO E,O,P N01 i0 SCAUE THURSTW COUNTY DB PROJECT No. 6-W-978(006)-I y 3 I SECRW 19, NM, R2E o ~ m I So N "~ WD1H VARIES SEE PLANS 5'-0" p'_0' rc 40PE BfNIND WALL W do Z ro MATCH E%ISBNG " i PLPNIER ADEWAIX 1VP. IF REWIRED ~ • i W "'" wza o CAP UNIT, HEIGHT 3 d # ~ ~ -4'ORB",MAX. 2 ~ q~ ° Z d ~ WUA HEIGHT = ~ ' 1r ~~ ~ 1 ~ ~ JD ~ srANOARO UNIr c~sHm Su~AgNC g o o' , . roP CWRSE ~ ~ n fEMENi gCNC. 1 gg SDEWAM( SHALL q EXTEND ro FRCE OF WALL 6" PVC UNDERDRAN PIPE. .• .. ~ ,~ , ~ PROWDE CONNECDON TO r . EMBEDMENT " MIN w~+"",r SiWM DRANAGE SYSTEM. o o . 6 o a " o ; J ~ CSiC LEVEMNG PAD ' Z m m S PER MANUFACNRER ~ ? RECWMENOABONS ~ ~ J rc 80110M OF BLOCN EtfVADON POINT ~ < a w a SE T N (rn. ELEV. = C.L ELEV - 0.09') o N o u a (11P. OffSET = 2B' Ri = BACI(W WALK) NPL c I. CWTRACiOR SHALL INSTALL WALL BLOCKS IN 'NEAR VERDCAL' CONFlWRADON. 2 MAX WRIT. HEIGHT = 301NCHES a 0 MODULAR BLOCK WALL DETAIL CUT SECTION NOi i0 SCALL ~ CONSiRUCTigE N.W. RAILROAD SiREEi J m +w~ c R/TY R/W y ' a I JO'-0" 1Wl ~~-D" ~• ~ r ~ ~ o ~- -~ ~ ww rw 0~ M I I A~6 ~pR $ I 6' IJ-D 1J-0" 6" I TRAVEL UNE TRAVEL UNE I a I y00,otow ~~p m CEMENT gCNCREIE I CEMENT CONfRE1E I ~; R „'~ n WRB d WTIER WRB & WTIER I ~ N: o 2 j `11 I % I ~t~D~w4e w`y99` p ~ - 2X 2X~ ~ p UPjy ppof EWSDNC GRADE T(- ,I~ E~DSRNG GRADE o u 2 = N ~~ F Z J ~; 3W q Z h 4 TYPICAL CROSS SECTION } w> ~ N,W, RAILROAD STREET F¢ a N01 TO SCAIf O ~ ~ p Q 0 i> ~ ~ w< Fg ~o ~ 0= "'a i N p' F SHEET: ~4 OF. ?B JOB NO.: 06436 DWG: TYPXSEC DRIVEWAY SCHEDULE aEAN ANO tacK EocE aF ENT u4TH cssl EL CONCRETE DRIVEWAY APPROACH DRIVEWAY REPAIR (BEYOND APPROACH) E>osRNC PAV I " 4• STA¶~ SIDE INU1N MATERIAL AREA (S71 NAIERIAL AREA (SY) r 4 T MA1CN EOSTING PANEMENT ~ C/1 pWY SEE DETAIL i SFAL JGNT Wi1H HOT PANNG AS~NALT (AR 4000Y~ AND 1 1+58,80 RT 20' CONCRETE 22 CONfRETE 50 EM]STING PAVFAIENT 7 APPLY S4N0 ~ANKEi. 2 2+68,50 Ri 1r COIJCREIE 18 ASPHALT 12 ~ ;: , j F 3 6+3270 LT 29' CONCRETE 34 ASPHALT 40 F ,, , ° NEW ASPHALT HMA 4 7+31.50 Ri 3S' CONGtE1E 42 AC GR 11 64 ........'...... ",., . ," ,,,, ~ " ' ' , , ON BASF MATERIAL ; 5 51+63.50 LT 25' CONCRETE 28 ASPHALT it ' 1 m a ' ~' ' s . a' U 7 . ;~!„ NRM AND UNYIELDING (~~) SUBGRAOE BASE MATERIAL PER PLANS BUTT JOINT DETAIL NOT i0 SCAIF DRIVEWAY WGiW 2" MIN. HMA (COMPACTED DEPTH) ~ 4" M6N. CRUSh'ED SIiRFACI:'G - i0P COURSE (COMPACTED GEPTH~ SUITABLE SUfiGRAOE ASPHALT DRIVEWAY REPAIR Nor r0 scALE DRIIEWAY INDTH 4' OF CRUSHED SURFACNG i0P CORRSE (COMPACTED DEPM) SUITABLE SUBg2ADE CRUSHED ROCK DRIVEWAY REPAIR NOT TO SCALE DRINEWAY W~ 8" MIN. CEMENT CINJCREIE ((14000) W11H LONGINDINAI AND 1RANSVERSE ~IN1S REWIRED ENERY 10 fEEi Y MIN, CRUSHED SURFACING 1W COURSE (COMPACTED DEPTH) SUITABLE SUBCRAOE CEMENT CONCRETE DRIVEWAY REPAIR Nat ra scALE 1/2' SEC110N A-A RECOMMENDED BASIC DRIVEWRY aPPROpcH wonls ~~Py~O\Py '~Py NOMINAL ~~ t+~ 0~5 NAD1H P GO ~~ ONE-WAY 10' 15' 20' TWD-WAY 10' 30' 40' NOTES: 1. WHERE APPROACH IXCTFDS 16' IND1H A FUtL DEPM E%PANSION JGNT SNAIL BE PLACED LON611UDINAIIY, CENTERED IN THE APPROACH. 2 FORM AND SUBCRAOE INS°EC11CN ARE REWIRED BEFORE POURING CONCRETE, 3, REFER TO BECKON 4B,140, YELM OEVEL~MENT GUIDEMNES CEMENT CONCRETE DRIVEWAY ENTRANCE DETAIL CITY OF YELM STANDARD DETAIL 4.8 NoT ro scALE 71,>77l/ll~lT////I, 12' ._. _...... X1/2 LB, (MIN.) I I STEEL OR IRON I- 8' -I I I~ 0 6. GENEP;I NOTES: 1 _ a IGIS ~'.. Ar:, , . . ... .. w~.. MONUMENT IS NOT PEOb'IP,EO .,., ,~,1 ~_~ ~.,. ~._ .... 4. COSCREP i0 BE PLAOE9 Ou A FIRM ArIG UN11E!CINC FO@IDATION. CAST IN PLACE MONUf~~lk'" CITY OF YELM STANDARC DETAiL 4.13 NOi i0 SCALE 6' 5 1-N C'/2~R ~ a^ ° i NOTES ° ~ e ° ~ °.. a 1L_~ 1. E%PANSION OCINi MAIEflIAL i0 BE J/8" 1HICK ~ $EE NOTE 4 J° ~ ° PREMOlDEO JOINT FlLIER FULL 1HICKNESS OF ~ a ~ ° 1/2'R CCf4CRElE. e 2. FORM ANO SUBGRADE INSPECIIGV REOUIREO '° ed ° a BEFORE PWRINC CONCRETE. ' d ° ° 3. E%PANSON JGN1S TO BE PLACED ON 15' CENTERS. 4. INSTALL CURB Wi Vd1H NO UP FOR SWALES. P-6° CEMENT CONCRETE CURB AND GUTTER CITY OF YELM STANDARD DETAIL 4.13 (MODIFIED) N01 10 SCAIF 1HURS10N COUNTY It 116 PROJECT No. 6-W-978(008)-1 y SECIICN W, TI1N, RPE a9 J/8" E%PpNSI~J 8 ° ~nlNr (im.) WTx " ~ B b PREM0.DEDJgNT ~ 8~ I ~ FlLLER ~"n '~' " I W ~m y~tio~ OEIECTABIf i 88 WARNING '4 ~ 8 , DEtAL1HISE ~ p~ ~ 3/8"E~ffANSION w8Z$ SNEET ~ y ~ JgNT (IYP.) W11N ; T ~ ( ~ ~ w m ~ P PREMONED JONT ~€ z ~~ 6' ~ ~z~[ d` ry flW:R ~ 0 ~~u S NEW CONCRETE k•~: 0. ~ p? CURB LOWERED Y-0" ' .~' ~ 8~.0" •~, N k SECTION MIN. ,~',t~. "~ y " ~ p W CONSiRUCDON ' 12 ~:~+ M7N' 1 DEiECTAgf ~ ° JOINT a ~ p . I PAIiERN SEE ~ n A,. ' ~ o ~.. ~ ~ i0 DEipIL THIS Wi1ER ~t,;~.'v. ,v„'.,~.,.,v~.W: ~'~ yp SNEEi ,0 N018 ~ WNCREIE WRB END SECHON N BE U~D AT plt LOCATIONS WHERE NEW CURB GOES NOT MEET ,0 SOU o ° F ~, d EgSTMC CURB, Al SIDEWpMf iRANg110N SECDONS 6 2'-0" n ~ N J f pN0/qi AS REWIRED IN 1HE FlELO 8Y THE ENgNEER o = m m o z w ~ CONCRETE CURB END SECTION SIDEWALK RAMP TYPE 1A SIDEWALK RAMP TYPE 16 a ~ ~ i a NOT TO SCNE NOi TO SCNF N01 i0 SCUE ° N ° u a ° a a a 5-0" MIN. 6'-0" MIN. a IANDINC RAMP ° m TOP OF pW < < 12 (~Mp%) I / ROADWAY NMA OR CEMENT CONCRETE 6'-0" S'-0" 1RANgNON RAMP, AS INDICATED MIN, MIN. ON PLANS o HMp LANDING ~~~ J/B" E%PANgON DEIECTABIE W (Y COMPACTED DEP1N) gDEWAIK JOINT (IYP.) WARNING DEPRESSED a NO UP CURB k (~E SN. PIAN F-3) ~ EEEDETAI~) g111ER o ' ` W ° ` SECT_ I CRUSHED SURFACING i0P NOi i0 SCAIE B SECTION couRSE (a' MIN) z SIDEWALK TRANSITION SECTION 6-0 1~g ~ 8 NOT TO SCAtE MIN. a~A,°o>w o+0 0 ° ~ i~ i W~ gqa ° $. 2 2-0~ ~ °~ 0 e~ M 0 ~f'++ 9 'rf 8g ~pf 0 `' ~ a~ c o ~ o°°r ~ I I y ~ °w~ m m a °" S«~ ~ A noW`o RAMP D Y9°+ c~ 0~ B DEIECipBLE WARNING PAl1ERN g DEIECTRBLf WO `1++ X69 pRFA SNAl1 BE YEtIOW, IN ~ WARNING ~Yy PW COMPMANCE N11H WSDOT SID ~ ~ ~ ~a'A7 y,0 PATTERN SEE SPEC. 8-74.3(3) ; v '~ ^J ~' '~~ ~ DETAII 1HIS ~ Jr~ SHEET i ~ A I~~ ~ t15 ~, B 3/8" E%PANSION ~ r u u va{ aa. JOINT (1YP.) Wi1H ? y MIN. MA% + ©o f Q ~ PREMOIDED JOINT ~ F FlNER SIDEWALK RAMP TYPE 46•MODIFIED B S/8" I I/2' PLAN NOi lD scAle } w j F ~0 w C 7/16" 3/4" ~~ ~ LL W d } D 7/8" 1 7/16" ~ ~ ~ (Q ~ ; I D }z )` 0 I~ Fu ha ¢ ELEVATION UN ~ p TRUNCATED DOMES ~ DEIECTABIf WARNING PRi1ERN5 MAY BE CREATED BY ANY METHOD 1HAT Yell ACHIEVE THE 1RUNCAIED DOME DIMENSIONS AND SPACING SHOWN. SHEET: ~B DETECTABLE WARNING PATTERN ~ 28 NDT lD scuE JOB NO.: 064J6 DWG: ROAD--0Ei.dwg 1HURSiON WUN1Y 118 PROJECT No, 6-W-918(008)-i P1L.~ ~ SECTION 19, T17N, R2E I 6 O" (~)~ EAR TOP FENCE B OARD, 1RAL 9DE PRIVATE YARD Q CWPR GRADE ON E OR BE11ER 9DE 2"z4' NAIIfR, PRESSURE TREATED FlR 4"z4' POST, NAILER PRESSURE 1REAIED FlR 91RE iNERiW FlR ' ' 2"z4' NAILER, 6 0 PRESSURE iRFA1ED FlR i'z6' DOG EAR 10P FENCE BOARD, DCHi KNOT CEDAR GRADE ONE OR BETTER 2"z4' NAILER, PRESSURE 1REAIED FlR y SLOPE FOODNC TCf 1REAIED FlR AT 1/4'/FT iROWEL FlNI91 2~_ FlNISH GRADE CONCRETE FOOTING SLOPE FW11NG 10P N4IE ®1/4"/F1 AND " USE GALVANIZED FENCE WOOD FENCE ELEVATION ~0~ ~0°TM (~) 1`0 HANGERS ro A4ACH NALERS ro a'N4' PosTs 6' 2' WOOD FENCE SECTION WOOD FENCE DETAIL NDT To scALE STADCN BEAN SIADON BEGN SIDE TYPE IfNGiH HEIGHT STA,1+96 STAJ+14 LT REMOff AND RELOCATE CHAIN UNN SECURItt fENCf AND CAiE $78' 6' '.. STA. 6+40 STA. 9+35 RT NEW WOOD CEDAR FENCE 93' 6' STA, 6+55 STA. 9+52 Li NEW WOW fEDAR fENCf 9T 6' STA. 9+35 STA, 9+58 RT NEW CHAN UNK FENCE 54 6' STA. 9+52 STA 9+86 li NEW CHAIN UNN FENCE W GALE 120' 6~ FENCE SCHEDULE cc oR N41E; SECDON 9-16.1(1) 9iALL BE SUPPLEMENTED N1TH THE FOl10W1NC: IN ADDIDON TO HEEDNG 1HE COALING AND MATERIAL REOUIREUENTS OF SECDON 9-16 OF 1HE STANDARD SPEgFICARONS, ALL ffNCE AND GALE PARTS OF FENCE NO1ED AS NNYi'~ COA1E0 SHA1 HA'h A BLOCK VINri CLAD COADNG ANO All PARTS MATCH IN COLOR. COATING OF FABRIC SHAtI BE E%1RUDED/BWED OF O.O1S INpI THICKNESS COATING FOR POSTS AND RAILS SNAIL BE 3 MIL POWDER COAT. A0. BOLTS, NUTS, AND WRE TIES 91A11 BE POWDER COALED i0 MATCH 1NE COLOR OF 1HE FENCE FABRIC. BRACE POSTS TWSiED pND BARBED SEl END, GALE OR CORNER POST `DUNE POST 1 `1EN90N `SLEEHS FABRIC BAND WIRE x CHAIN UNK FABRIC ~ 7 N 1EN90N VBRE TWSiED AND M BARBED SELVA[# 6' CHAIN LINK FENCE (TYPE i) NOT TO SCAT ~P ) Z ~~ ~~)% ~ ~ m W~m u~° d 2b j 3i' ~ a55u ,,~ ~ Z ~ ~ 0 ii; un~ d p W Ll N ~ ~ F i m 0 Z zzm J 3 U ~ O N 0 U 6 a r r ~~ 0r0 r o ra N~ ~p; o ?o o e~ bplye' 6po4~'' ~ 0°N+°~0p ~o ° m r o; ~;, "~,M'o r V '` w 9~ rr~ r r~9A ~y ~0 w 2 0 F Z ~m h J3 =W W ~ } mW i F¢ o p ~' ~ i ~" 3 }> >a o w; c ~o hQ U= ~p o ~ N tt 7 sHEEi: ~] oF: 26 JOB NO.. 06436 OWC OEFAIL04 CHAIN LINK SECURITY FENCE DETAIL N0110 SCALE STREET TREE DETAIL FOR REFERENCE ONLY. CITY SHALL FURNISH AND INSTALL ALL STREET TREES, ROOT BARRIERS, TREE STAKES AND BARK MULCH. CONTRACTOR SHAH EXCAVATE TREE PITS AND COORDINATE WITH CITY, 15' 5' S' S' EDGE AROUND EACH PANEL r BROOM FlNISH HARK !-E%PANSION JOINT PLANTER S1XIP (AS RED.) 15' CURB & GU11ER NOTES BTRFfi LI BNT TABLE 1. E%PPNSON JDINi HA1ERAl i0 BE J/8' iNlpf PREtIONED SIDEWRLK PNNIER SiNIP SiREEF UGHi JgNi FlLLER fU111HICKNESS OF CONCRETE. 5' MIN (AS RED.) N0. STATION 2 FORM PND 9JBGRADE INSPEC¶ON REpUIflEO BEFCRE SL1 1+17 POUPoNC CCN(AEIE SLP 2+57 -1X R=I/Z' IYP. J SCE HARKS SNAIL BE 41/6' INOE BY t1/4' DEEP fOR ---- SL7 4+30 SDEWALKS OVER B' IN'MDiN, A LfNg1lNTINAL SDCRE ' .• ~ `N ' ~:a' '. ' S-4 6+03 HAFd(SNNl BE MP-E ALONG (fN1ER CF WAUf. SL5 7+33 4. E%PANSI~! JOINTS 91ALL BE INSTAUED M pJPB ANO SL6 B+S3 p111ER AND IN SIDEwWJf Ai PC PND Pi Ai ALL CUPN ' SL7 9+57 MIN. RENRNS E%PPNSON JEN1S SHALL BE PLACED p! 4 ' 4 1aPSOa sTDfwAix Ar SAHE LDCADa1s as rHaSE IN cuPB AND p111ER WNEN SIDEWALK IS ADJACENT i0 CURB AND ClliRR, UNLESS O1HfRWSE DIRECTED BY EN(4NEER CEMENT CONCRETE SIDEWALK CITY OF YELM STANDARD DETAIL 4.11 (MODIFIED) NOT TO SCAtf CENIERUNE SIREENC41i NBE (PIPE) 2'-6" TYPICAL `- 35' DIRECT BUPoAI Udli PO,E (FURNISHED AND INSIAUID BY INi000411) MIN. . (CUT SLOT 20' \ ~ ~ ~ 6' N9DE % J MIL 1HIq( BELOW TOP OF PIPE)1'-8' / , ~• ~, iW OF PIPE a ; ~, CONDUIT YELLOW PlAS11C INMCATCR L ° ° ~~~~ SLOT VARIES TAPER MARKED'EIECiRICAt' ~~ \, FlNISHED CRAOE ~ ,` ~ '' FlEID SOE BY CON1RACi0R (UINC-ON BO% SOE) Y ' ~ NRNISH @ INSTALL / •e ipJppRppy 3p ~ ' ' fARRUG41E0 PUSPC CULVERT 0 w NAK FINISHED GRADE OR SUBCRADE +~ i THICK PLYWOOD CAP ~ '~" : ' . ~ ~ ' 4 a ; , PIPE 4S ~_ i AS SHORN IN PUN ~ ROAM SIDE ~ A ~ ,~ J ~ F a ~ ~ ~ ~ ~, SUITABLE NATIVE OR GRAVEL NEW % ''.~,I :,,. ~/ ~ `. 1~. ' '' ~' ~ ~ ~ ._~ BORROW BY CONTRACTOR - . ~~ ~ / ' ` > r > ~ g AS DIRECTED BY ENGINEER FURNISH AINSTALL ~ i CEMENT CONC 18' L0 CPEP PPE • ~` CURB A W11fR ~ e '- < @ r 3" . , ~ m i w ~ CONDUIT m IN MIN ;,~ n + : ~ ~ ENIPANC£ SL01 ~ 0 ~ CRUSHED WRFAgNC ~ ° ELECTRICAL CONDUIT BY CON1RACi0R , BASE CWRSE ~ M NUMBER k Sllf VRRY AS PER 91E PLAN . ' .'m~ . 6' MIN. ~/\ ~ \ \ ~\ ~/ / ~/ b~/ SAND PIPE 2CNE BEDDING BY N1RACiCR C ~ i i i fOUNDAlION MATERIAL CLASS A . O fIRM k UNYIEl01N wBDRADE SECTION P1dN TYPICAL ILLUMINATION SYSTEM STREETLIGHT TUBE INSTALLATION DETAIL TRENCH SECTION NOi 10 SCALE NOT i0 SCALE ~° o ~~0`atoa ~)Q~ m w Oe Rya i "w i ~'o ~l~j.r4a `V 9y'` W y pRaNR 3 z 0 M z ~ ~~ P• ~; =W 0 ` ~ J r Wj F H~ 0 p m~ i 3 }i )a 0 hU F~ ¢ U= ~p ~ ~ C SHEET: ~8 OF: ZS JOB NO.; 06436 Dwc: DETAItos TNURSiON COUNTY 11B PROJECT No. 6-W-978(068)-1 mEwuX-.h r 6¢M a wPS: uucx. ~ X¢P uWax s @ou m¢ nwE SEC110N 19, i17N, R2E 0 PHSg1RE mono 1X6 ~ m 1: Proo, ¢wM vMlES1 PININ Ye PIwH WM RM ¢R PREP Mwnn Slu6 ~ 8 $ I if I[1knG 7,S R[6 Sr1,cE0 MdY W75C{ M Ltl n l xWErmMERWMRUwR ~ pew PMwIl ID MF ROM (T REWJ W ~ u w CEmpHf RWT C[iIIRH ~ N Z 6 ~ ~ [N HEE Ifwn fRW) ~; ¢¢ Z 0 71 Gl WRf 1P¢PE w7 RNA PROnCPW Al ME IPH , ~ ~ ( WZm Wr i ° (Fw612N NDa`ln O Z Zy !! fRW6 F> ~ a u Z W71[R ~ s Z ~ 3 U FOR USE WHEN TREE IS WITHIN 6' OF CURB AND/OR SIDEWALK ° ~ 0 r oeM aF 6RIX uua n a '~ stain taa So[t{ICARINS 6' aLLN. pRUE CENQRFa W 1RH 1, 1RH6 WaLL fif R' A 7' GIIPFR X¢P WIEX 6' @HI iR[E RWNX. N¢91R¢ r MOH ME &ISE 2 H¢6 A41LL w1H A NIWIUY @6 PRFm1H n6w7E0 SAXES SPRCFO EW&Y WIDH nrt 6 fWi @¢-¢-HRHw RWnRLL PdRWIl M Mf tt[IAAN[E, uEl9Akn @WI ~'1~~') p 0 ME CRWIM INf IDna N i ~ @RNCN. o N ; ~ f awiHS ffiIUHSPMfa aS > m m HFR ox s@~ sRRwmc 1f G. XIRE THERE W%REffiR o Z ° 15 HEI @W Mf PRWWT' PRananfN.lnMTHE WC (FRShN lW¢tY) W ZZ Q Y O F O a W U 4 Q N 0 FOR USE WHEN 1REE IS NOi VWiHIN 6' OF CURB AND/OR SIDEWALK 0 a eons i 1. ME Ho¢Rn¢ Ram oWmW mnu MPu H 1R loin ¢cewRU¢ s~ a uPHHO o EWu 6. wH 7RfE nE SNYI H IY M7H MF GRWNO a iWS4 GRM[ PoR &RX NOIGN 4NL H I m a iN@ES ¢EOw wHawoNC wua STREET TREE CITY OF YELM STANDARD DETAIL 4.19 N N0110 SCN.E w on~i ~nnw i ! ~. ~I ~ i wz ~~ 1r ZJm~ t~..a ! ~ ~ Ri ~l w Q4 ~ S ~~0, X~W W~\~~ '' ~ i ~~''li i ~P ~• \ 6\ry1 ~ ~ gym. ~ Z Mfl 4 ~ ~I ~ i ~~1~m +~\ yMM \ N-~ ~ r I a__ ~, ° ¢;, x~w.i ~~ I , ~ ~ h ~ ~. >i[r ~ ,-y4a 4~"~z~ e I~. ~~r ~' F r~. w ~ , ''r~ ~~~,' KW ~ r ~ ~.. ~.~ ~ ti LL ~~ j ~~ Y A z '~ r { t Q ! ` ~~ ~~~ i ! ~ ~~~,~ ~, a ~~ ~ ~ ~, ~» ! ~, ~ ~ ! I ~ G ~ 2 ( ~ ~~}q I !I ~^ '~ s ~ Ij _°`~ ~z ,, '`{ n~ mm i - 347 de 1 i 1 0o i1 as n'~ ~ a ~- ~ ~:a I ~, r I rWn~N / °np ~I A N I ~ ~. / ;JUe ~I ~, 4' ~a~pm Fin ~ ''' II ti~l'I ~`m / ~` ~ ' ~ ~ Z-M/1 U~Y ~' ' 33 Jay I i III I~ x~w~ x LLrc: BI 20' 10~ CURB RETURN TABLE NUMBER STATION OfFSEi ROW NNE OESCRIP110N CENTER ELEV. 0 O 6 0 10 n 12 13 14 15 16 11 1B 19 21 1HURSiON COUNTY 118 PROJECT No. 6-W-918(OOBJ-I SEC-ON 19,117N, Rff CURB RETURN TABLE NUMBER STAIICiJ OFFSET ROW LINE ELEV. OESCRIP110N CENTER 0 29 31 ~ SIEVENS AYE. OFFSET BISTANCE VARIES f£MENT CONCRETE (SEE iABtE) BARRIER CURB OR CURB & GUTTER ROW LINE ELEVATION SLOPE VARIES SEE 11PICAL SECTIONS FOR PAVEMENT SEC110N FLOWLINE ELEVATION 1 OFFSET DETAIL Nor 1o scALE c l a, fi t I!, I, ~}V 1 t~ !~ ~~' o''f ,~ f ~ i i 1Iol~ Y~ ~,,1!~ ~ 1 ~ ~a ~! ! I i I~ ~ ~j V 1{ti`!I ( I ~~ I~ wr,~ for ! I i ~ !!N' ! l ~~ ,J~ ~~1, i k 1'~f l~ / 1 ~ ! 1 ~ ! 1 ! L~~ )i! I ~! ~ ~ l1 ~~ '~~' ~ I '~ v ~ L dtir~ I j I ! I~"~!~~ I !~ ~ `',,_, ~ ~~ v ~~ ~' V ~~ a ~1~~',,S STREE~ NW ,i' ~"' I 1 ,! 1 ~~1~l. ~ ~ ~~ ~' ~ t ; ~~~ ~ li ® ~, ~, , , , ~ F- ~ ~ -0-' -__ ~-- E~~~, L , E-E - ~ A I ! it E E E ~ ~ ~*sT _U ti \F B_.--c \ ~,~ ~r Y ~ `"a~,~T, C~ ,,,' ~a ~ "`~..~ ~~ ~r ~r r,~ ~~ d F b ~ s 3'~ ~r tl~ ~.~~ ~ ; < ~ ~ x J~ `S '~ ; ~' ~Nh~' ,~y~ r ~ ~° I~ ~ r~~ ~ r f~..~x~' , 7 ~ 2 ~ ~ -~ "` ~, 7~ ~4 ~ ;r~`Y~1 J ~~ '~~ x ~ ~ ~'< ~e~^~~~~ y j A a a'~ Y ~ q k `f ~s i~ W~ ~~~ ~~ a `~+ t +. t '*m ~ ~ *I ~ ,..~ w,P;w~ t~ha~"f ~~. ,y ca ka a rrs "~ 4 :;, ~~ivf '.{' 3?a^L ~"'~ *.. ~ ~ ~ io ~ r L ~'~,4'~,~an.r.`"s. n'r~~a ~ z- e ~"'` ~ rw t° ~ sLa ~~ ~~'~~ t~~~ ~. ~! "~ `,.;~ ~ Tc :J 7 - W ~ .~ q. ~ ~ ~ ~" rb z ,;.~' , r ~ ~ ~ ~~, ~ m ~ ~s 1~~ `S ~~ a~" J ~" `~'~ n ~~. ,T 1 ~ t~ ~ v a ..~ r~ d a ~ P 4 +.. ~. ',?. ~ ~ ,~` na s'r ~ r wk ~~ . ~ "H" I v~ ~, ~~ ~ k= c t ~ ~ ~ ~3 r~ <J~~,'~~ y v ~f ~ r ~,,mL~ m~ Wl ~ ~ ~, uuP ~i d__~,m~ re; ~~ , arV l i, !1 ~,:,,a m ~a~,~b,~~"iav n'..~ T'~t"'o-'`,~ ~",c~7~~..~r #,~-..r ! ! / i ~ v°,1! ~ 1 a ~, . U-1--~ Y a t ! ~ s->- ! ~ o lV N ~ 1 I ~ ' -- - ~~~ ~ 5 ~ - -r - 1 14. ! ! ~ ! ~ ~ ~ l ~ ~y°.{ i i ~' I I qq / n ~ r ~! I ~ P ~ ~ ~ ~ ~3 ~N ~ ~~ °' ~ ~, m ~) i ~I ~ i `~ ~ li ~U ' 1~ ! ~ !! QF li iv>)~ -.~ ~~i j ! III i I)10 Y' t` ~ ~ h ! I i Qd~ w ,~'.mx ~!~ ~ ~'`^ `~I II •~~ ! ~ ~ i!LO 1'11 ~ ~~ 0 ~~,( I ~sNrr ~-s II J~~;11 ~ . 3~ ii' ~{Afii ~ ~~~ ./! i !~~ ,!;r ^ a,~"' ~ ~ Ly ~ iy~! uiv~rv un i ~ i 4 ITN i ii i '~ ~ i ~~ i ~ i R~ ~ i ~!~ i ~) f1 I 'I~ Ippy 11'' ~OR~~~p ~~ 1 `~ i t Mho z~~ o ~ I ~T 1 !" ~ f ! I ~ ~ ! ! I iI )I ~ ~I~ 6' ~u~ tii_ N ~l' a °~~.. ~! o ~ n & C A ~~ R'h~. ! ~ ~c r ~~ ~ ~ ~ Nay I a T i I i \ \ I` ~ oy I I I ~ ~ i ~ ~ ~' \ ~I 3 I ®, \ ~~ I a E `,-1J-~ ~N, nIURS10N COUNTf \ { 20~ 10' 0 20' 44' cP7 nB PROJECT No, 6-W-B78(008~-I '.. cui ~ s¢cnON is, niN, R2E Qo 1 u~ of o~` ~ l ~N - j ~ ~ ' Z A S / / ~ STEVENS STREET NW W m W W I '',,; o G G C G C G ~ lH ~~ ' ~ o ~ U~-&U U U ®U ~ o N 0 m o 0 . ~ - = jZWj a Z3 yWyp 0 I ~~ -~ F Q < W 4 N yy ~ I a D a; l ~ \ I i ~ ~ ~ I u Q ~ I I ~9 ILLUMINATION NOTES ~ Z ( Q1 ILLUMINAnON iNENpI PER DEiPJL CONikACTOR SHP1l NRNISH = , a PNO INSTALL DCNDUIi, BEDDING, BACKFIl1, WARNING TAPE, PND ~ N COMPACT 1RENCH MAIERIPIS. (CONDUCTORS BY PSE) w ~ CONIRACIOR SHALL COORDINATE All WORK VNnI PSE/1Ni0UpIT. rc Q CON1RACi0R SHALL FURNISH B INSTRLI STREET UgiT NBE FOR WRECi BURIED POIf PER DETAILS. P~~IN1000flT WLL FURNISH k I INSTALL DIRECT BURIAL SiREEi UGHT. CCNiRAC10R SHALL NRNISH i ~ ~ I ' ~ o° AND INSTUI NBE, BACNFlII, AND COMPACT MAIEPIAI ARWND NBE I ~ w~F I IN ~ I~ I o CON1RACiOR SHALL COOROINAIE ALL WORK WiH PSE/INTOUGHi. I ~ I I ~ a ~ z w~ I ~a I ~~ ~y~~~ ~' I I I HALL NRNISH @ INSTALL TYPE 2 ,MNCnaN BO% rc I ~ Qj CONTRACTOR S I ~ I I ANO CONDUIT SWEEPS PER DETAILS AND SPECIFlCA110NS Y a x CONiRAC10R SHALL COCRDINAIE ALL WORK W1H PSE/INTOUGHi. !I as I I~ ~, i I 1~ ~ 8 i ~6 p ~ I I. I I ~ I I ~~,~ oror e~n~ ~ ~ ~ ~ ~` I '~ I i ~ I %~ Vii; a i I ' O9 E~ )~ I OJ ~ ' ~ I I I I I IhI ~o9r q~ u1' ~^ 1 I Oy ~~ a~ y I ~ ~ I Npp+e ~ d~a¢ ~ ~ I ~ I ~ ~ ~~ I ~ ~ ~ ~ ~ k ~ ~ I I i I I AFB ~~ I I ~i ~ ~ ~ ~~ ~ yy~VV I, ~ ' I ~ ~ oeI V $~ I ON e ~ ~ ~ Ike l I ~~ ~~I~ I T ~ ~ i ti~9 prow ~'io E ~~~ IQ l ~ I i~ ~ ~~' 31~~ ~--®---_ ~' g'~ b 1 - N, m o~ I ~ ~,e w W - - ` E l % f I ' I E E E ~' ~ ~lr~rOr +~y9 g i 0 ~ I u $~ SL5 ' I ~ I L6 W mas -w ~ ~ ~ I B' Puc wATERMAw w w ~ >s+oo w ~ B AAAAAi i+ooW w I i H-- I' - -- -- I- - -~ ~ $~T ° z ~ -i - - I- Lp ®~ I r -.. ~ ~I -I ~ I I ~ k I ~ h I' o W s ~--o--II--I s ° I ; I I I I I i I ~ --- I N ~ ~ u p I I~'3 '+ ~ II~ I' ~~I I ' 0 W; Z~ 6 _ ° a i3 ~ III I I I °~"'~, --~ II I i> ~~ ~ ~ p i~ I~ p ~ ~ I~ ~~ I~I I A ~ ~ a -------- -~3- - ~ aw I I ~ \ ~, ~ a r------- F~ o _ ~+ I f ti I ~ , ' ~ II~W ~I I{ ~ \ ~ i I I I ~I ti Q ~f a W ~I ~ I ~ ,Iwo ;'i ~ I ~ ~ ~ , W m- ? (( I II ~ ~ r,.: II oy'laW (~' x~ ~ ~~ li I ~ I ~ i I W ~ W< ~ ' ~ I ~ ~ I I ,.r.,t. II ~`e ll~'a ~~~ IJ I ~ ~ ~~ %I I I ~ ~ I ~ }~ W; y l i i ~ ~ ~ ~ ~ I a, ~Fa I I ~o ~ I a< it ~ Q a ~ ~ G~ ,I i rr3 I ~ 4 ~ ~ ' I I ~I L~ V~ ~ ' 0 I wI ~ I `~al~ Ii ~~ f I it '~ I ,~ I il~ (ail i ~ ~° 0 ~ 3 ~ I ~ Gy-..~ r ~I ~ ~ ~ ~ ~ ~ 14 ~ i ~ I ~ I I °' t ~I ' 12 ~ I I ~ ~ ~~ I~ ~ ~ ~ ~I~ ---~'°I I I -- I,t , II! >tI I a ~ of sHEEr 20 0 JJ A I ~ II ~ ~ ~ ,~I I ~ ~~I I~ K F ~ \Vw1 I ~ 13I I JOB NO.: 06436 DWG ILLUM-PLAN 8+50 8+)5 ~RS10N CWN1Y PROJECT No. 6-W-976(006)-i 110N 19,117N, R2E acm sralNOH FRS w ~: E%ISIINGG4ADE I N ua.. $ED 110N 1YP w~ao . Al PROP0 aNo 6[N. LINE of srRUC ... ,. m3hZF ... RCHi-aF ,. 340 40 -WAYl1NE '. j~uGa. 3...... ¢oaua . 1HICNENED EDGE OF CENEM ~Z~m~: FUTCAPBLWK;ttP EoNG,;~DEwau~sE~wAu ~DEiall1HISSHEET .,. 336 : ~ ',Wpt1lUPoNING ' ', 330 PMNT .: N N o m ' SiA-ON ALONG o `~ ~ a o m n ~. ~ ~PRfA0SE0 R fl~W ro n ~ ui~~n "~' WNE;LEfi M~ "' ~' 325 , ,,.,. . CAP BLOq( ON 15X ', ', '~ ', : ~ ~ ~ ~ '~ S.OPE, ~ 0 33 IfV1,T10N FlA~ ELVA-ON PROPWEO E i e ' ' .... ~ 7 ar BaGK AT ROPO~EO ~ ~ OF SIOEW , ' '~' .. '.: R.P`wUNE oiN. o m .. ' ~ m.m: . ., .. ., „om. ~~.,.,. o:n.. :~ ,., . ., ., off., .,. 00 ~o',.: :''. n.M. M ~. n ^ :: 325 SEGMENTAL CONCRETE WALL PROFILE APPAOX, STA° B+50 TO APPROX° STA° 9+20, LEFT HCR120Nipl SCpIE 1°=Y VfltRCAI SCALE: t°=5' ' . : '.. :'. ~ ~ : ',: ', ~li p . ', : ', :', : ' ' :: : , , ~a]. N . .~ : .. . .. , U. . 340 : : IHICI(ENEO EDGE ~ CENENT m ~° ~' 340 .. .. ~. talc SIDewAix, sEE wau i , Z .: ~ ~ ... ' ' .~ . ~ DEfpIL1HISSHEET a a ~:: ~ ~ ~ ~:~ i ~ :: PROPOSEOGRADE.... . ~ ~,: :. ~: aw .m , ~ ~ ',' 'TCAPLLOCN,IYI?~:', FlA . ',. .': ',~,:ATBACkOF~S~EWPIk~' 335 ~~ ,~ 335 .~. ~ .., .. ' ~,....~. ... . ~ ,.,.. ~, .... ~,.',. .', .: ,,,,, ,,E>aSiIRGGRADEp1'.. ', flpSiINCOR;PRQROSED::',::! , . .,.., .. RIgdT OF 330 ',. pLl NRNING ~ w NtL SIANDARO BLWK ~ AnON A ~A I 'ti ~ 330 ...... .. ..,,.., . ~~ ~~ ,p0 INT , . ~~' (2GARSN3 lONC);ON '... ." A 0 lOE W.k kY P40P SCD t ~ ' 15X SICfE iY4 RDw~uNE N ~ m 0 PN nm . Pa ON ALOVG ~ , Sipll .'. NO N0 ' ~ " 0 ' ' m~ . n , PROPOSEDROW ~ ~ n n~ n m . ~ ~nn n n , ~ ' R" ~ uNErRIG41 ~ ~ n ~''" M:M . ~ M ~. ,.,,. 325 325 . RTES, SEE PUN MIN. 7° O.C. FENCE WOW FENCE, SEE OEtAIL ON SHEET SEGMENTAL CONCRETE WALL PROFILE APPAOX, STA° 8+35 TO APPROX° STA, 9+30. RIGHT HW¢oNiAL sCALE: J'=s' 'hNRCAL SCALE, 1"=5' NOTE. WALL PROFILES ARE TYPICAL ONLY. CONTRACTOR SHALL VERIFY AND ADJUST PROFILES AS REQUIRED, CONTRACTOR SHALL COORDINATE WITH ENGINEER. o w $ 8° N nl' i~$' ~ ~~ z f ~ W:$ m (( (7 ~F~° i F55 Ja~ ~_- T Z~~ a o; ~U~~ '° d N W m ~ i hh 0 ~ ii Z o s~ 0 ~ ~ ~i a O N O U k+" ~Pdy n°o ~~G'p1OM 0 /p~ m 1 0 Rb R ~' ~ b 6 "" rv; z y 0 p"`+e ~ 9 ~/d ~o W F#NENT WNCREIE ~Q SIDEWALN, SEE DETAIL F~ IYP. SEC110N PERFORp1ED HIf71 o1 4-INCH Olp 16' NIN. . OENSIY POLYE1NYtENE WRRUCAIEO PIPE WITH SNWTH o iHlq(ENED EDGE OF INTERIOR. CONNCEi 10 NEW / SIDEWALK, VARIES FADN r S-1/Y i0 6-1/2° SiORN SYSiEIK I F ~ ; °a° ~~ ~ ~ CAP BLOCK (HALE HEICNTf, O GfOIE%Rlf FOR UNDERgt0UN0 pRAINAGE, MWERp1E a ~ z ~; 2 W ~ ~ W $ ~ ~ ~~ ~ ~ NO BpiIER ' SURNVABINtt CUSS A PER F ?' 1 } ~: ~ ~' 2 NLL BLOCN (25z2.5z5 SEC110N 9-33.1 OF THE WWOi h W j W B 0 68 LONG), NO BATIER STANDARD SPECIFlCAIIGVS. INSiA1L CONCRETE (3000 S4 DOWELS Ai 16" O.C a ~ 0 1 1 0o ' O f$pVEL BpCKFlLL FOR DRNNS, PSI) pT JOINT TO PRONOE A SNWM . PRONDE 4" NIN. ENBED. LL ~ 6 ¢ _ ptpVEL BORROW NIN. ENBEONENi 12 ~~ FOR LEVEL FORESLOPE PER SECRON 9-03,12(4) OF iNANSIRON AT NRNINC W1H ADHESIVE ANCHORS 0 N ~ Y ir. AS REQUIRED ~p ~ ' ~ ptpVEL BASE COURSE ' 3 ° 1HE WWOi STANDARD SPECIFlC4110NS 2W6 (INSiAU ° POINT. ~ ~ W 2 ~ 0 ~ ~ W C W ^ E%ISRNG CRpOE MIN. LEVEUNC PAD, 4 NIN. 1012 ABOVE PIPE). Nu BLOCK, IYP. 0 } _ ptAVEL Bpq(FlLL FOR WP1LS F ~ ~ ~ F a PER SECRON 9-03.12(2) OF SIABLE E%CAVp-ON ~ S OPE IN DENSE NARVE ~ Z ~ O ~ L 1HE 2006 WSDOT STANDAND SPECIFlCATIONS CONPACi SOIL OR SIRUCTAL Flu ALL LWSE SOIL AT fOUNDp-CN SHALL BE OVER E%CAVpiED AND FACE OF WALL 0 2 m 0: BACKFILI TO DENSE pND RFPUCEO'M1H CONPAC7E0 BACNFIU pS DESCRIBED ABOVE.IHE ' ~ ~ UNI1ELDING CONDITIONS E%CAVpRON SNAU BE KEPI FREE OF Wp1ER.1HE PREPARED WALL VARIES 0' 1012 ~ BACKER! $HNL BE BE FWNOp110N SHALL BE EVALU ATED BY 1HE ENGINEER PRIOR TO PUCEO pN0 CONPACIEO AS PIpCENENT OF ANY BLOCKS. BLOCKS PRE PUCED. GRAVITY BLOCK RETAINING WALL BLOCK WALL TURNING POINT SHEET: 2t TYPICAL CROSS SECTION (FILL) NOT ro scau °P 28 NoT To scplE Jae ND.: a64J6 DWG: WPLLJ 3'z3'z4" NON-SfID PAIIERN SHAL BE CAST COVERS SHALL HAVE THE WORD'STORM" CUSS J000 INIEGRAI ON i0P OF COVER IN RASED LL11ERS. CONptEIE PAO ROUND OR SWARE 1' CORE, 3 HOLES IYP. ~% e~ ~ , ~ p~p~~ ~ ~ i OUTSIDE PAVED AREA °~°Y.°J L-___ 1 12" T A9~ RECESSED HANDLE ~ I THE CO'hN ° ~ INLPND FWNDRY zPAT1ERN N01 J 4' X248 VALVE BO% SHOWNFOR CURITY 10° 6 J'/4" SEE NOTE 2 >! 2' J/B, BECKON SURFACINP ER PLANS ~ 26 7/4' COMPRESSION PLUG 251 4' FlNISNED GRADE 1" ~ ~-21/2L-MACHINE SEAT 1 24' - - 26" 6 1 SUL W1H SILICONE OR Z OUC11tE IRON LCCNING COVER 3 4' S B' APPROVED ~ MINIMUM WEIGHT 1B0 tBS / ~ 26 J 4' EWAL SEAIffl a Nora: J41 a W 1. MATERIALS pRE DUC11Lf IRON AS1M A-40 GABS JO a 2 GRILL ANO TAP 1HREE 5/B" HOLES 1HRU FRAME AT 120' AND 111/16" RADIUS 6' PIPE 1. SAIHER MANUFACNRING CO 6024-R OR 01HERWSE APPROVED EWAL a NANHOLE FRAME AND COVER cAa o~ Pwc ENO I u NOT TO SCALE UNDERDRAIN PIPE w 12 INCH DIAL. ~ CURB ANO GUTIFR, SEE DETAL LENGTH PER -¢- PLANS N01E AL PIPE SHALL BE HDPE OR PVC PER 1HE SPECIFlC4110NS d CLEANOUTIOBSERVATION PORT CA51 IRON FlVUAE, d CASs IRON GR41E, SEE NOi 10 SCALE SEE OE1Al THIS DETAL THIS SHEEP SHEEP d . 291/4" FRAME o A N 124" I J ~ CAST IRON FRAME A THURSTON COUNtt RB PRO,ECi N°. 6-W-918(WB)-1 BECKON 19,111N, R2E 1 5/a" (10LERANCE 1/16") + 9 1 3/B" ~ ~ ~ ~ N O ~n OR DETAL rv ' ~ SEE SEC110N C-C. 0 ~ ~ ~~~ ~ ~ ~~~ 10 VANEp G J RAZE M' m SECnONB-B • B.~ H 1/B IOp l4EW W t S/B" ^ 24' a~ mwl ' 2J /4'~1'~ moo .t+ s6cnoN o-o 11/4' /2" MIN.(IYP.) ~15/B° 1 s/a' 1/a' ~i 5/a' J/4' MAx N 1/a, i~ D ~ ° /a' S°~~ ARTINC LINE VANE DEipIL d~~ 2 3/1' 2 J/4' J 1/2'R. ~--21/4" $ECnON C-C 6/I6'R. N4>fS: SECTION A-A 1 MATERIAL SHALL CONFORM 10 BECKON 9-OS,1S "METAL CASRNCS OF 1HE "STANDARD SPECIFlCARONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSiR11CRON' PUBUS4ED BY 1HE STALE DEPARTMENT OF iRANSPORTARON AND AMERICAN PUBLIC WORNS ASSOCIATION, WASHINGTON STALE CNAPIER. 2. THE NAME OF 1HE MANUFACTURER ANO DIRECRON OF RDW STALL BE EMBOSSED ON THE i0P SURFACE OF EACH GRATE 1f11ERING lO BE RE(#SSEO 1/16'. 3. 1HE MAl'ERIAI USED FOR 1HE gtAlE SHAH BE DEggVAIED BY EMBASSNC EITHER DI (FOR DUCTILE IRON) OR CS (FOR CASs S1EEL) NEAR 1HE NAME OF 1HE MANUFACURER. 4, DIMENSIONS SHA0. HAff A +/-1/16' igfRANCE, E%CEPT AS NO1ED. S EDGES SHALL HAVE 1/B" RADIUS 6. WELDING IS NOT PERMI'f1E0. 1. AS AN ALIERNAIE, 6 PADS 1 1/2' % J/4" % 1/B', INIEgtALLY CRSi W1H 1HE C44A11; MAY BE USED. CATCH BASIN FRAME AND GRATE NOi 10 SCALE 2- ~4 z 6' TOP pND BOTTOM, PLACE TOP B4R 3' FltOM i0P OF ME CURB, - PL4CE BJifOM flM J' FROM BOTTOM OF THE CURB IXPpNSION JOINT, IYP. EACH SIDE 1 ~ RUNG 1/2" GRADE 60 2-~4 BAR, 6'-0" LONG TOP AND BOLTON SEE TYPICAL 10P Of CURB SET CR4iE 1/2' BE10W GUfIER LINE PAVEUENT CROUi AS REQUIRED BECKON 1-1 4 / SLOPE (~/ ~ a ` s RAIL D ~ ' ' " 11-1 2' 9/16 ROUND Io X BAR ~ !~? ~ ~' j;~ ---- -- ,~ - - ; ~ sANO co1LAR 14-14' D ;; CONCRETE ADMISIMENT 'N MRNHO,E ;~ RISER BECKONS UIRED S RE ~ ~'. MANHgE 9-i/B' ;;,,K w A Q ~ j.. c flA STORM PIPE ; . NRIE , , UDDER SHALL CONFORM 10 THIS DETAL APPUa i0 ~i. ` GROUT (ttP.) ~~ ~": POLYPROP1tENE AS1M 0-4101 C41CN BASINS TYPE 1, 1l, '~~, >,, is ''~}'~ ~'' ~ 1/Y GRADE 60 REINFORCING AND CONCRETE INLETS. 6' MIN. FOUNOAnON POLYPROPY1fNE S1EP, LANE BAR A-615 9/16" COLD DRAWN BAR C-1018 MAIERW. N0. P-139JB OR EQUAL uNOISTURBEO oR coMPACTEO LYPPO R~YLEIE POLYPROPYLENE LADDER SUB-GRADE NA lE 1EP ELEVATION CATCH BASIN INSTALLATION DETAIL POLYPROPYLENE LADDER AND MANHOLE STEPS NOi i0 SCAE NOT TO SCALE PIPE SUPPORT(S):-. 3'z.090 CAGE BOL1E0 OR IMBEDDED 2' IN WALL Ai MA%, 3" SPAgNC, MIN. ONE SIIPPORi t0U11f? ~ - PIPE LE. %%x%%- SOLID BOIIOM WELD OR BOLT CHAIN 10 FRAME RWND SOLID COVER MARKED "STORM„ W1H LOCKING BOLTS RIM EL=%%xx% CHAN 220M CAPAgtt SUCK WHEN CAIE IS DOWN o w $ 0 N8~ N W ]0 ?!°y Zo, ~ w:9 v (! j ' Z ~ ' ~ ~~~ N~~ W". ~pw3 0 ~°~~ m d 0 N ~ m ~ ~ o = m ° ZZ o Z J 3 U p 0 N 0 U < D4~/~M ~o S p e p@~~' o ~~' ~p< 0 ^o .. ~ "~ c° R` tiy~~ ~6~ E ~qF o Dye ~p~7 m D;a ~ ~, R'o y e° ~ D 7WOe'ef° `99 S fly 6W°`~ XNxMX MA%. W.S. : L~ 0 D TYPE MANHOLE S1EPS ~ a ~ ,' LOCATED Ai 12' o.c. ~ s z w ' DISIRIBURON GALE W .~ IM1H 6 CAGE SLIDE } W> WO C ~INlfi PIPE LL ~ d f O z ~ ~ .~; LE. 31J.6J ;; } ~ 6 W 54~ ° : Vz ~~ a ~ 6" MIN. COMPRCIED m ~ DEPTH FOUNDRRON rc SECTION VIEW SHEET: 22 SDCB TYPE 2 54' DIA, WI FLOW CONTROL aF: 28 STA, XX+XX, XX' RT, NOT To sCALE JoB No.: Gs4Js DWG: DETAIL01 NOTES: 1. PIPE 92ES AND SLOPES PER PUNS 2. METAL PAR1S CORROSON RE9STANT. GPIVRNI2ED PIPE PARTS TO NAVE ASPHALT TREATMENT 1 J. FRAME AND UDDER OR S1EPS OFFSET S0: A. CLEANOUT CA1E IS NSIBLL FROM 10P B. CLIMB-DOWN SPACE IS CLEAR OF RI~R AND CLEANOUi CAIE 0 FRAME IS ClfAR OF SDEWALN 4. IF METAL W1LE1 PIPE CONNECTS i0 CEMENT CCNCREIE PIPE: OUTtEi PIPE TO NAVE SMW1H O.D. EWAL i0 CONCRETE PIPE LD. LESS 1/4" PLRN VIEW "E" (AS NEEDED) °E" (AS NEEDED) FlNISHED GRADE FINIMiED MADE OR SUBCRADE ^p" OR SUBGRADE "p' \ \ \ BACNFlLI MATERIAL ~ BACNfILL MATERIAL \ 1 ~ ~ ' ' ~ CON95DNG OF SUITABLE CONSSRNC OF SUITABLE ' ~ E%CAVAIED MA1EflIAL OR p ~ E%CAVAIEO MAIERIgI OR '~ BANK RUN GRAVEL FOR ^ ~ BANK RUN GRAVEL FOR ~ 1RENCN Bgq(FlLL m w K \ ~ 1RENCH BACKFlLI w T N SPECIAL PRECAUDONS / . "R" ~ ~ > w a ~ SPECIAL PRECAURONS ~ "R" /~ ~ < i0 PROTECT PIPE i0 ~ ~ ~ a RO IECT PIPE i0 ' < a THIS lfVEl ~ w 0 w a N^ ~ 1HI5 , ~ ~ . O w ~ Vla ~ ~ ~ FLEIQBLE PIPE ~ ~ BACKFlLL MATERIAL CONSISTING OF SUITABLE E%CAVAIEO MATERIAL OR ' ~ ~' ~ i ~ ^' ' BANK RUN gtA4El FOR N GRAVEL BACI(Fl FOR PIPE BEDDING - ~ ~> ~ '~ TRENCH BACKFlLL ~ ~ '' " 0 ~ INVERT ELEV. RIGID PIPE GRAVEL BACKFlLL JI 1~. - - SPRING uNE INVERT ELEV. \ ~ ~ w FOR PIPE BEDDING ~ ~ ~ ' UNDISNRBED EARTH \ ~ ~ ~ N-ffS; "B UNDISNRBED E4RDI B 1, THE 1RENCH BECKONS SHOWN ON 1HE PLANS ARE FOR 1HE PAYMENT LIMITS FOR BANK RUN GRAVEL FOR 1RENCH BACKFILL PAYMENT FOR ALL BANK RUN GRAffL FOR 1RENCH BRCKFlLL SHALL BE COMPUTED FROM THE MEASUREMENT OF 1NE CONSIRUCIEO 1RENCH SECRON,101HE MgMIMUM UMI1S AS INDICAlEO IN THE 1ABLES. TRENCH SECTION • RIGID PIPE TRENCH SECTION • FLEXIBLE PIPE P ~ ENi A V AW S a~ ~ os OEGr ° " iN p L o p E H E TR a+ sEC>ICN E NOi TO SCALL PAYMENT UWT LINE WiLL BE BWNDED Ai THE TOP NOT i0 SCALE BY PAVEMENT SUBCRADE, PER TYPICAL ROADWAY BECKON DETAILS. STANDARD MANNOIf FRAME FlNISHED GRADE I EOSRNG GRAD ~ PIPE BACKFlLL MATERIAL GROUT LAYER qr~ 6" MINIMUM/ E COMPACTED i0 9S%OF L f- MpgMUM DENSITY FlNI9i GRAD y 1Y MA%IMUM ~~ VARI _I~~ 7=~~~ I ~ ~I / / EL = 336.60 ~ 90ES, i0P AND ENDS OF DRAIN ROCIf ~4 012" O.C' 4" BELOW i0P VARIES VARIES (UNDERDRAIN iRENCH) EACH WAY m , OF CAPER BECKON SHALL BE WRAPPED WM 4 02. MIN g FlL1ER FABRIC MIRAFI 110-N OR EQUAL i2" GAVEL BAq(FlLL FOR DRAINS CEMENi CONCR IXASS B (1 1/2) I L ~ GRADE RING(S) -NVfHi ELEVADCNS 6" SEE PROFllf SHEETS 6" MIN. ~ TAPER BECKON T III-JII III- "e, ~~) ~ .~= ~2° DIA cPEP 12" DIAMETER PIPE A soR tE59 6' 10' 12 14' i6' 1B C1 17 24' 26' 26' B 300' C D iW' 600' t57 bftt tiS' fish 225 7.55 215' Bsd S2S' 77S' 95n 10,sU 445' 11,30 4.75 1260 345' 13.5tl S7S' 14.57 6iS' 16' E 700 7.D7 I,Stl 657 936 10.5711,3U 12.5tl 7350' 14,Sa 1557 16' E 4io 1HUR510N COUNtt 118 PROJECT No. 6-W-978(OW)-I SECTION 19,111N, R2E TYPICAL TRENCH EXCAVATION LIMITS STORM SEWER PIPE E%ISDNG STORM PIPE GPK G4SKEIEO NFAN' WALL FERNCO PDPRfOR (tYP.) M4NHOLL ADPPTOR OR EOLW1 S2E AS REWIRED REQUIRED FOR P1L CONNECTIONS (SIZE AS REgUIflEO) 'i ~i `PJC STORM 1 /PIPE r ____ / ~ % H 3~ MIN. ~~' ~ GROUT, IYP. 5 M4%. '.' c '~ 6ASIN~iCH REMOVE ANO WASfE H4UL IXIST. PIPE "' ~' 6 MIN. FOUND4iMN M4IERML 1' MIN ~ f -- Al AROUND ~ UNDISNRBED OR COMPACTED SUB-CR4DE CATCH BASIN SADDLE CONNECTION STA, XX+XX° XX' RT" NOi i0 SCALE CURB CUT SCHEDULE 9iAnON 515E SiAnoN SLOE CILCllRB UJT CILCURB CGi iG44 Li iN64 Ri 1E67 Li i2r9s Ai 1ns1 Lr 13.40 RT 1&ifi Li iM35 Ri 19.10 Li 1A20 fli 19r~ Li 1EW fli s RT a ~ m 0 NSA tt " W~m W Z "°n, fi' } 1 Zff ~ w:a u;@ z~€ O jiu (~f Nk~ `V Ooy3 ~u°k m !) N 0 J ~ 5 ~ o = ro m o o Z ~ ~ u rc o m o u a 17tl 1x41 R7 1a.ss Rr ~,Y~T;p ~~'e S 1s.~ RT o4~°' °~°~, 19.40 fli 0 yp i ~ o ~'°~' o . 1YP.IREELOCARON N++a e~g9 ~' PLANTER S1RIP VARIES, SEE PLANS pY~Be P~~ ~ NAD4E MATERIAL PERfORA1ED UNDERDRAIN PIPE AT I 6'-6" 1YP. DO N01 COMPACT 1.6' S=0.3%(1YPJ A WRB k CUTTER 4DEWAlN .a8 ep~ UNDERDRAIN TRENCH SECTION ~ pIRB CUT AS n ~2% oy~Ot",_40M o+d~ CONSTRUCT CONCENTRIC CONCRETE COWRS ARWNO ALL SHOWN ON q ,; i ~R a ~ „ NOT TO SCAlF MANHOLE FltgMES /CATCH BASINS W1H SOUO LIDS PLANS ~ 1 c 1 ~ '~~"'~ ^ 1 ~C c LOCATED OUTSIDE OF PAVEMENT AREAS ~ °e c~ g` p 16, ¢ cRO~NC MANHOLE 1 CATCH BASIN FRAME COLLAR ' ' ~ N \ I A ~ 1° T~soR ~D`~y P~°`~g W I MIN. p1 N01 To SCALE rSWALE BOTTOM 1 I SLOPE AT CURB y_6+ pp, E16SRNG OR I I 6' CAipl BASIN RING AND COVER, < CUi i0 DRAIN ,~~NEw Unutt I mN ~ ro swALE TYPICAL CROSS SECTION LES5IHPN CLEARANCE u Q e ~ DENSITY FlLL ' I NEW CR EgST.~ e,.; 4' MIN. ~' e e ' °' ~ ° UDLItt MAIN 4 Q ~UNDISNRBED~ ~ I iRENCH EARTH WD1H IB, NQIES. MIN. 1~CONIRACTOR SHALL PRONDE CONCRETE PIPE ENCASEMENT Ai ALL E%ISRNC URUIY CROSSINGS IN THE EVENT MAT AN B" SEPARARON CANNOT BE PRONGED. 1HE CONTRACTOR SHALL FAMLIARI2E THEMSELVES W1H THE SITE URURES i0 ANDgPA1E PRONDING AND INSTALLING CONCRETE ENCASEMENTS WaERE NECESSARY, ®CONTRACTOR SHALL N01 CONSTRUCT ANY NEW PIPE JOINT w1HIN 6 FEET OF 1HE E%ISRNC CENTERLINE Of iNE URlltt CROSSING. CONCRETE PIPE ENCASEMENT DETAIL NOT i0 SCALE 1HE COVER SHALLL BE MARKED w1H "STORM' OR BRAIN" N IN 2' RAISED LETTERS. FlNISHED GRADE CURB S'WAIE BERM SWAtE i MIN. ~ 16" MA%. CUT BO VARIES OA I % ~ a Z j , ' 3= T- ° 7-0 MIN. W W F ADJUSTING RINGS 4 MIN. ~ ° CURB Cllr B i0P OF CURB ~ MIN. 1016 MR%. WTIER ~-6° INFlLIRARONINlfio } F W C W~ PRECAST ECCENTRIC CONE ` (AROUND ENTIRE FRAME) / BOTTOM O U W W W F ~ FLOWJNE LL LL D. JOINTS SHALL BE CEMENT = ) ' NON-giRINN ~OUi, ~ iv ~ 3 3 ~ Z O ~ ! ' MORTAR AND RUBBER ~ 6 TYPICAL ~1 1r ~ I 1 ~ ~ GASKEIED TO MEET a " 443 1YP W < ~ . AS1M C ~ PRECAST RISER BECTON /~i~\\ t } ~ W; ~ CATCH BASIN RUNGS ANO ~,' $?-~ /// 3c LADDER . SLWE SHALES F u F 0 0 O) - ~/~~ TO MA1CN p q ~ o PRECAST BASE W1H ~ ROAD PROFltE m ~ INTEGRAL RISER ? e ( " SE TC ICN A•A p 4" MIN. f " i ' 9 MIN. ftEARANCE DQIES. ~ ~~ In;n.:':,°'vi~,+~,~,.',i.~ 1. UNDERDRAIN i0 BE INSTALLED UNDER ALL SWALES. SEE DEiPJL 1HIS SHEET. ' ~ 8 `~ ~- ~ " 12° MIN. _ _ MIN, ___ 6 12" FOUNDATION MATERIAL 2. PRONOE NP SOIL AND SEED PEP SPEI7FICARONS. SHEET: 23 3. DRIVEWAYS, HYDRANTS, METERS, STREET LIGHTS, CIfAN01iS AND CRTCH BASINS IYP. UNDISNRBED OR COMPACTED UB GRADE W/ SOLID LIDS 10 BE LOCATED IN 'BERM" AREAS BETWEEN SWALES OF 26 CATCH BASIN TYPE II - S PLANTER STRIP BIOSWALE NOT TO SCALE JOB NO.: 06436 N01 i0 SCALE DWG; DETAIL03 M1 RIBNiL4NE, ~ >HURSTONCWNtt /t _'~ N~~DWARD F i ~/~~~ OBPROJ:CTNa6-W-918(008)-1 20' 10' 0 20' 40' S ~ s>fEF1 Io M~$( '' ~ I pei ~ - BECKON 19,117N, R2E r I ~ ~ ~ ~ ~~a"a ~ ~ 1URN RIBNi ~ ENDS ~ a~UP~ ~ ~~ ~ d ~\ I R~-~ i„_~J QpC'i 'BINE NN"~ k aB'Xso' a4'XSD• 1 ~~ ~ LANE w ~„ N I Rt-9a _ ~ p i ®I R1-1\ ~ i o Z ~ n 12'X18' ~¢V Z 7dN7D'~ I N d ~ WZm ~ ~~ ~ ~ STEVENS STREET NW ~ ; , ~ ~~~ EE ,, i O ~<~ +` ~ [L- ~ ~ BroP ~ _ L ~ ~ ,'~~ r N m V p~3 ~ W e a ~ ® e® ® W P°s~ ,~ ~~ ~ ~ ao 1£p $ 3a ~ a ~ 9 a~ +; ~ r~ 'r ~ w" w ~ ` u ,b w wt~ { ! 0 M ~ ,` + }4 ~ ~~{~48 3}04 a&~ dswl~ ~R~c~~~~r a~ ~ r "~rx' b4CQT~r~} ~ ~ ''zt' "~ ~ '~ i r ~ ~, F 3 .h ~~ a-n ` ~ ~ s ~~~4'~` `~ 1,:'w'' s rK ~C ~ ~. re ti ~ S'r ~ ~ ~~ 8 ~ ~ "~~, ~ ~: 2 ~, Ns c ~ s ~F~ G.c ~ fi ~. ~ k^'+ 5 ~ $ kf n ~ r} ~r; ~ ~ ~ .~ _ ~ '"..eaa~. ~~ ~. ,_„ ~ -~, »...?,. ~s, ,. , ,~, T.~L .. µi ,.,r ,,.~,_ `' ty :wwk. a:._w. f. a ~ w... a'.i ~ o ~ ~ ~ '.. N O 3 ~ F ~ ~ ~' a~ ~_..~, ®~ ~ I ® ® ~ ~ ~ ~ ~ m o W i' B $' ~ - V ~ ~ v z - ~ -- _ .. f ~ ~ SPEED ~ ~ X"------x-, ' ` ~ o ~ o ~ ~ ~~ ~ IIMIT a ¢ I ~ I 25 'BINE I LANE I v R7-9a o I II~I~ 1YX18' ~ I i~NE CHANNELIZATION NOTES ~ Z ( R2--~ N41ES: 1, Pll SIGN 1MES, COLORS, AND DIYEN90NS RRE STANDARD 24'X70' Q CON1RACi0R SHRLL SALVA(# E%ISRNC SIf4r k POST i0 OMMER. ©CCNiRAC1Cfl SHAll INSTAll 6' NHI1E PLANTED STRIPE, PER 1HE NUTCD UNlfSS OINERINSE INrACA1ED. N x 2 SEE SHEET 2fi FOR CHANNEllZAPW DETNLS. w I i p7-9a O CONTRACigt SHRIL FURNISH RNO INSTALL NEA' 9k13 POST, Ot CONiRACT09 5iN1 REM04E EgSRNG PAVENENT NAAIpNC. ~ 11'd8' JO CONIRRCTCR SHRl1 INSTALL NHIIE iHERNOPLRSRC STOP BAR, QB CONTRACTOR SNAl1 INSTRIL 6' YMITE PLANTED OOTIED'MCf NNE. R2-1 24'X70' ti y Q' o ~ I ~ I I ®CONTRACTOR SHRLL INSTALL NHI1E iHEFdJOPUSRC CROSSWRIR NNE O CWIRRCIOR SHAM INSTRl11HERNOPIASRC YMI1E 1RAffIC ARROW R7-~ I ' v #'~~+` ©CONiRRCiW SHALL INSTALL PAINTED Y11LOW SNIP CENTER NNE, d9' ~ ` `' 1 ~ a RI-9a ? I a' ei 12'X18' j'I II k u~ 3 ~ ~ HI ~~i I ~ i A of ~ l o ,~ ~ ~ ~ ', BIKE I i < I I i ~ ~ , ~ ~' .,, ,I i a~'oX ~~ ~ ;a i NY ge} o eti 1 » `~ ) ~ ,XXXI , l ~~~ ~ I ~~B ~p~ ~ i k e,, 7 el g i a p'~~ ~~ I r. Q,1~Q~ 8 Wa O'XtOM ~/ N; ~~ yQ4 c~~ "~ w ®---- ~p~~;~~ h y o r X ~9 t 4 ~0~ ~ r~ i ~ y ' o rr,"«M 1 JM~4 I k ~=1 Po - f .~ ~W jT0 %~ I - - ~ a F,~y ~~ ~;;_ = °I W =~ ~ } W' _ ~~ ~ r- R~ p ii T~ I F ~ ~4 N I I W =} W I ~ ~ }~ W3 < % ~'~ ~< ~ , ~~ °N i% I ~2 I o° ~ ~ SHEET: 24 I,,. +. „~ ~ L--------- GF: 28 1 ~ i ~ JOB NO.. 064J0 ~~~, owc pIANPIAN MURSION COUNtt Ra PRDJECr N°. s-w-sr~ooa)-1 2, ~ SECIICN 19,117N, R2E 2' ° MIN. ~ Q 8a MIN. ~ na Wao ~' (~) 10~ 30~ rp z B wb:g tix~^ CAP ~-~.~ ' ~ 1 0 F `~ SEE SiREEi SIGN ~ ~4' YELLOW VAPIES, ~ ~' -SEE STREET SIGN ~ INSTAlL4110N DETAIL SKIP STRIFE SEE PIANS a 2'-0' 4'-0' 10'-0" ~ Do~ INSTALLATION DETAII p ~E1 ,1~ SKIP CENTER LINE °~ IN1H CEMENT CONC. SDEWAtK µ1M CEMENT CONC. PNO PIANIER S1PIP SIDEWAU( ~" ~' ~~ `.,~' ~~ NOTE: SIGNS SHRLL 1YPICALLY BE PLFffD ON ~'~~~m~~. ~r~'= MGHT POLL IF APPROVED BY ENpNEER. ~ S1REEi 24' 1HERM0 I o o ~ p TYPICAL SIGN LOCATION DETAIL ~ PusnD ,~~ ~ ~ ~~~ ~ S a } m NOi TO SCALL - ~~~~~ ,~, I m o z 0 24" MERMO ._-,~''~r,D`''~,~ ._ a t~ x ~ w PLpSNC ~ STOP BAR '~~ I NOTE: STREET NAMES ARE ~ ~= o N o ~ a SHOWN FOR E%AMPLE ONLY CON1RpCi0R SHALL CONFlRM '' z ~ ~' ""~ o ~~E NE E%pCi lE%T WTH ENpNEER ~°~ ` ° ~~+ °: a a STEVENS sT ""' CROSSWALK AND STOP BAR ~ NRNISH PNO INSTALL o SWARE Post cpP o PAVEMENT MARKINGS NO VERTICAL SEPpRp110N ° ~ NOi TO SCALE 5 NE(ESSPRY / ° \ ADDIRONAL 9GN TO m c BE MOUNifD IN1N p ° VANDAL PROOF RIVE15 o FURNISH AND INSiAIl \ ° 12 F001 COMINUOUS o MIN. 2'-0' FROM 2" SQUARE POSE 14 GAUGE o FpfE OF CURB TO STEEL GALVANIIEO WOH o ED(£ OF 4GN i 7/16' PRE-PUNCHED HOLLS ° 1" ON CENTER 0 0 ° ,~A+oop ~~a oe ~~ o 0 e~' < o '0 o F ~t i~ gg~ ~ o n n NA/fee Ppo4g tl FURNISH AND INS1All ° 24 INCH CONTINUOUS o ~ ~ 2-1/4' SpIpRE POST c IF ADDIRONAL SIGN IS .aE 8,p~ ° MOUNTED ON POLE, HEIgIT OY'_or i ° 14 GUA S1EEL G4V. a y goy e o WRH 1/16' PRE-PUNCHED o MUST BE GREp1ER TO y a +o'~ m HOLES I" ON CENTER ° -4" MA)( A1LOW FMt 7' OF ~ 4 R ~ < ~ o CLEARANCE FROM BOTTOM ~ . a Cf TOP SIGN OR PRIMARY ~ ~ ° ° SIGN TO FlNISHED GRADE. ~,~~eo ~~gg ° o y o ~ ~° ~ o i~~~~ u ~; ; W ~ STREET SIGN INSTALLATION DETAIL Z NDi 1o SCALE / \~ SPEED ~ w> o nazis: ' ~ LIMIT I, ®~', F ¢ o 1 ALL E%ISRNG SIGNS THAT ARE i0 BE RELOCATED SHALL BE INSTPLLEO ON NEW POSTS ~ /%~ F aINE '~, O ~ ~ AND HARDWARE ~ .... _ m - . '"' !. V ~.ANE I N ~ N 2. 2' IELESPpRE CALVANZED POSTS ~_ i 9 ~ ~ 8 Z } ~ ~ W ( lu 7.21/4" IELES°pRE GALVANIZED ANCHORS, 24' LONG Rhi DJ R2-1 R7-9o F a W O 70"%SO" 24'a7O" 12"eta" _ u F ( _ 4. ~T ANCHORS 20' DEEP, WRAP ANCHORS AND SEi IN CCNCREIE BOLTS TO BE 2" U a ~ p ~ ABOVE FlNISHED GRADE m ~ p S. SIGNS TO BE V.LP. (DIAMOND CRpDE) ~ 6. SIGNS 10 BE AIIpCHED N11H VANDAL PROOF RIVETS 1. 0-75 i0 BE E.G. BACKGROUND DIAMOND GRADE LETTERING a. D-J'S i0 BE MOUNTED H11H ALUMINUM CAPS AND CROSS BRACKETS SHEET: ZS 9, WHI1E DIAMOND GRADE IETIERS ON ENGINEERING GRpOE ON GREEN BACKGROUND Of 26 JOB NO.: 06436 DWG: CHpNDEi ADAPTER SNIRi- (FCR A PERFECT (N BYPASS PEPI( S10RM 1'OLUMES) CATCH BASIN 7/q" MINUS- WASHED G9AVEl CATCH BASIN SEDIMENT BARRIER Not To SCA1E S1RAW BRIE DEBAR, WllCO STANE OR EWAL i0 SECURE S1RAW BP1ES S1LT fENCE CONTINUOUS ARauND s1RAw BA¢s. SUPPORT AT CORNERS WN WOOD STAKES SLOPE SURFACE 91ALL BE SMOON BEFORE PLACEMENT FOR PROPER SOIL CONTACT STAPLING PAiIERN AS PER If NEKE IS A BERM Ai NE MANUFACNRER'S PECWIMENDATIONS TOP OF SLOPE, PNCHOR UPSLOPE OF NE BERM MIN. 2' OIERUP ~ ~ ~ ~ ANpIOR IN 6"x6' MIN• TRENCH i AND S1APlE AT tY INTERVALS i i MIN. 6' OVERLAP STAPLE OVERLAPS MA%. 5' SPACING DO N01 STRETCH BLANKEIS/MATRNGS 11C41i - BRING MAIERIRL GOWN i0 A LL4EL AREA, NRN ALLOW NE ROLLS lO MOLD TO ANY IRRECUTARIIIES NE END UNDER 4' AND STAPLE A112' INIERVPIS FOR SLOPES LESS 1NAN 3H:1V, ROLLS MAY BE PUC#D IN HORIZONTPL S1PoPS LIME, fER1IU2E AND QED BEFORE INSTAllARON. PUNTING OF SHRUBS,IREES, E1C. SNOUN OW1R AFTER INSTALURON. EROSION CONTROL BLANKET Nor To scALE NQffs: NEWLY GRADED OR 1. WHERE POSSIBIf, MAINTAIN NANRPI DISNRBED SDE SLOPE VEGETATION FOR SILT LONIROL 2. TEMPORARY SILTATION SHALL BE FlLNR FABRIC 6" CONSTRUCTED BY PUCING FlL1ER FABRIC MATERIAL ~ FENCES ACROSS SWALES URUDNG FlL1ER STAPLES OR 2" z 4' SYSTEM PRIOR i0 OISgfARGE INRE RINGS T DWCLAS FIR 3. All 1EMPGRARY SILTAIICN FEn'CING SHPII BE MPINIAINED IN A S4R~ACNRY 07NDI11IXV UNRL SUCH RME THAT CLEARING AND/OR CONSIRUCTON IS COMPLETED AND SURFACE RESTORATION m HAS BEEN CCiBPLElEO B" II I a m 4. RENRN SILTATION CCNiROI AREAS i0 ORIGINAL CRCNNO CONDIRONS, UNLESS 8' ~- SPECIFlCALLY DIRECTED OTHERWISE BY NE Cltt CROSS SECTION STAPLES CN W1RE RINGS FOR SECURING 2' z 2" z 2" x 14 IN ADDI110N 10 SILT fENtf, FABRIC TO 2" z 4" CA WELDED WIPE CONTRACTOR SHALL FURNISH AND (TYPICAL) FABRIC OR EQUAL INSTALL ORANGE CONSIRUC110N FENCE (ON SAME POSTS IF FlL1EK FABRIC POSSIBLE) ADJACENT i0 ALL m Mg1ERIAL WEIUNDS, STRUMS, G4EIXS, E1C. PER NE PUNS AND -r SPECIFlCARONS 2' z 4" DOUGUS FlR BOTTOM OF FlL1ER 0 4' O.C. NO.1 GRADE FABRIC MAIERIPL IN OR EQUAL 6" z 8" DITCH ELEVATION SILT FENCE DETAIL NOi i0 SCALE EROSIONISEDIMENTATION CONTROL NOTES 1. CONTRACTOR SHALL MJBMIT TEMPORARY WRIER PQ1U110N/EROSION CONiRO~ PLAN PER NE CON1RACi SPECIFlCAlIONS. 2. N.L UMI1S OF q.EARING ANO AREAS OF YEGETARON PRESERVATION SHAH BE OB~RVED DURING CONSIRUCTON, 3, ALL REQUIRED SEDWENTAlION/EROSION CONTROL FACWIIES MUST BE IN OPERATION PRIOR i0 UND CLERKING AND/OR OVER CONSTRUCTON N ENSURE NAT SEDIMENT UDEN WATER DOES NOT EN1ER NE NANRAL DRAINAGE SYSTEM. All EROSION AND SEDWENT FACIITES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNRL SUpI 11ME NAT CLEARING AND /OR CONSTRUCTION IS COMPLE1ED AND NE POIENRAL FOR ON-SIZE EROSION HAS PASSED. NE IMPLLMENIARON, MAINTENANCE, REPUffMENT AND ADDIRONS i0 EROSION/SEDIMENTAlION CCNIROL SYSTEMS SHALL BE NE RESPCNSIBUtt OF NE CONTRACTOR. nluas>aN couNtt 118 PROJECT No. 6-W-978(006)-1 BECKON 19, i17N, R2E 4. NE EROSION ANO ~DIMEN1A11INV CONTROL SYSTEMS DEPICTED ON NIS OKAWNC ARE INIENDEO TO BE MINIMUM REpUIREMEN1510 MEET ANRCIPg1ED SITE CONDIRONS. qS CONSTRUCTIOV PROptESSES AND AS UNE}9EC1ED OR SEASONAL CONDI110NS DICTATE, NE CONTRACTOR SHOULD ANRCIPAIE NAi MORE EROSION AND SEDIMENTARON CONTROL FACIURES'M0. BE NECESSARY i0 ENSURE COMPLETE SILTARON CONTROL ON NE PROPOSED SIZE. DUPING NE CWRSE OF CONS1flUC110N, IT SNAll BE NE OBUGARON ANO RE~ONSIBIUtt OF NE CONTRACTOR i0 ADDRESS ANY NEW CONDIRONS NAT MAY BE fREA1ED BY NIS ACRNRES AND TO PRONDE ADDIlI0NA1 FACILITIES, OVER ANO ABO'h NE MINIMUM REOUIREMENIS, AS MAY BE NEEDED i0 PROIECi ADJAfF1li PROPERRES AND NE WATER OUAUtt ~ NE RECEINNG DRAINAGE SYSTEM. 5. AT NO RME SHALL MORE NAN ONE FOOT OF SEDIMENT BE ALLOWED i0 ACCUMUUIE WHIN A CATCH BASIN. NE CONIRACIOP SHALL BE RESPCNSIBtE FOR REMONNG PND DISPOSING OF NE SEDIMENT. qlL CATCH BASINS, CONVEYANCE ONES AND DITCHES SHALL BE CLEANED PRIOR TO PANNG. 6. NE CONTRACNR SHALL REMOVE MATERIAL DRAPED, WASHED OR 1RACNED FROM VEHICLES ONTO NE Cltt RIGNi-OF-WRY OR INTO NE E%IS11NC STORM DRAINAGE SYSTEM. DEBRIS SHALL NOi BE WASHED INTO NE STORM DRANAC{ SYSTEM. 1. TEMPORARY EROSION CONTROL FRgU11ES SHAL BE INA'EC1ED WEEKLY AND MNNTANED INNIN 24 HOURS FOLLOIWNC q S10RM EVENT. SEDIMENT SHALL BE REMOVED t01NSURE NE fACW11ES WTLL FUNCRON PROPERLY. NE FACILIRES SHALL BE SARSFACTORIIY MNNTAINEO UN11L CONSINUCRON IS COMPLETED AND NE POiEN11Al FOR ON-SITE EROSION HAS PASSED. B ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSNUCTION SHALL BE PROIECIEO SO Nqi S10RMWAlER RUN0.'F SHALL NOi EN1ER NE CONVEYANCE SYSTEM N1NWT FlRS1 BEING FlLIERED OR ONERWISE 1RUiE0 i0 REMOVE SEDIMENT. 9. NO DISNRBED SOIL SHAD. REMAIN UNSTABILI7.ED FOR MORE NAN 1W0 DAYS ~ m $o ~n~ w ~^m zR z >s l~pff iE W w:S ('~ pia ' ~ 0 J~~ ggz (~ Z z a poi ~un~ ~ N 0 N p I J F o Z m m o o ~ a ~ w u O N O U Q QI¢' ~Pdy 8 00 pz°r v x~ oR a ~e ~' m ti'0~"< m M'c e` H ~ z'4e c~yg 9 ~jy ego 0 W r F ~' 0 i ~ 2 ~; ; Z Z W =f a } FW ~ Q~ h LL ~a o O~ WQ F~ FQ u Vo ~~ 0 N % ~ 0 x C ~ W SHEET: ZB of 26 JOB NO.: 06436 DWG: OEiAIL07 ,.m L~_._ SEDIMENT ACCUMULATION PRONDE CAigi BASIN SEDIMENT PKO1EClI0N WN SIRUMMIARD BASIN INSERT ~JOOJ, FRMJ FOSS ENNRONMENTAL pT440 W MARCINgI WAY S SEAIILE, WA 98108.4141 PHONE: 1-8~-909-7671 OR APPROVED EWAL STRAW BALE BARRIER FOR INLET nor To sGAIE