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C1-2-7SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M. e a ~ a ~ ONCRETE ~~ 3000 a ~I/ .a, s e ~ ~P` ~ ~ a e ~I~~ CONORE E a"RR ER oDR6 "NO OD ER EMEN ~ON~E E re,are Ere area o rrurNT rorvrrsrTr Ixn m r Ixla arvn r TTrlx +es TYPE I ~T= w s °x,.T re z ~~ `''~~' """~ ~~ ~ ° v. "~~ reE ., TYPE II ~`~ ~ "z cures x W"F" 8 4T~A=FAEaTre~P rere"°renEre ~ PT",Ere sre~P rD . rv~w ~, reeuaom ioirva nuFre ruu ,niwrvE~ or aau°a~~ , /z~LR FMw.T WEEP o" IreoN ~~ CITY aF YELM DEPT. OF PUBUC WIX2KS reT"OT" CEMENT CONCRETE -"IM°TTTreT°"'""""`~"„a"°re°` CURBS -wn CITY OF VELM DEPT. OF PUBUC WORKS "ES CEMENT CONCRETE ,, APPROACH a°urewo corv°ree*~. 5P'enorv Ixouiaco eEroac OTY OF VELM ~~/e vxoa e. ~,p. oE,a. raw DEPT. OF PUBUC WORKS "'""°'"`°`°'°`"°"°"""""""` ~ CEMENT CONCRETE SIDEWALK NLP~ "m`s CITY OF YELN OEPi. OF PUBUC WORKS "`re""~`° CAST IN PLACE m,a,E,E oxmreEr~„Ma '°°° MONUMENT P°xre ~°re~re ..~ ~. ~. aP. ~„x.re~xs,re a~ P~.are a„5 ar~re~ 4-13 a T°reN :ND Tarv"~oG2R"EC,~O" areE reEOx~reED ..~ ~. ~. ~°~reacx«W"~NI°N .a,,.°.,E~~ aEUE~OP~,~", 4-9 a„"a. °xa~ mx"a"~ ",~ ~ ~°°re° µ° ..~ ~. ~. ~ re~a«~„ ~: ~xare. 4-11 ~~/'~` .. ««Ca~,"~a°~xa ,° ~ P"°° rv,"aEre. ..~ ~. ~. .x„ °x, °xa.,~a, re" 4-16 ono/'p• MIDDLE/ROOAD CB-TVPE T J J CB TVPE O O m ~ 12' SD CB TVPE 1 CB-TVPE T II TVPE 1 B ~~ GB-TVPE 1 U p ' 1 D E C ~CB-TVPE T T2' SD \_ Ski -_ ~ ROAD•p• T2'so t8 0 - _ _g - ~ CB-TVPE T SD 2 CR-TwE 48 \\ `OUiFALL i0 Z CB-TVPE 2 d8" T 8" SD STDRMWATER PONDS SYSTEM MAP =TOO T. ALL WDRKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY DF VELM STANDARDS. BE PREPARED AND SUBMITTEDOTOa HE CITY FOR APPROVALFFI NO WORD SHALES HALL COMMENCE UNTIL ALL PPPRDVED TRPFFIC CONTROL IS IN PLACE. 3. PLL CURB PND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANV OTHER VERTICl1 PND/OR KED BY AN ENGINEERING OR SORVEnNG OMPL ALIGNMEM SH FIRM CAPABLEZ OF PERFORMING SUCH WORK~A d. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE PND IMKED WITH ASPHALT EMULSION TVPE CSSW CU LOCATION DE FOR A SEAL AT THE S AND THE JOIM SEALED WITH GRADE AR-4000W PANNG ASPHALT. 5. COMPPCTION OF SUBGRADE. ROCK. AND ASPHALT SHALL BE IN PLV.ORDANCE WITH lHE 6 STANDARD SPECIFICATIONS. N APPROVED TESTING FI FORMS SHALL BE INSPECTED FOR LINE AND GRADE BV AN ENGNEER BEFORE POURING CONCRETE. J. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED l0 THE CITY PRIOR TO B. THE CONTRACTOR/DEVELOPER STALL FURNISH AND INSTALL ALL PERMANENT SIGNING. GENERAL NOTES (STORM DRAINAGE) 1. ALL WORKMANSHIP AND MATE RIALS WILL Bf IN ACCORDANCE WITH CITY OF VELM STANDARDS. 2 COMPLY WITH PLL OTHER PERMITS PND OTHER REQUIREMENTS BV THE CITY OF VELM OR OTHER GOVERNING AIITHORHV OR AGENCY. ,y OF VELM, DEPPRTMEM OF CbMMIINIrv oFVe~oaueNr ~aeiore ~ioErHE snLm of ooNSeucTloN.o d. PLL STDRM CONVE PLACES AND RETENTION/DETENTION PREAS WILL BE STPT(ED FOR GRADE AND PLIGNMENT BV AN ENGINEERING OR SURVEYING FIRM ClPABLE OF PERFORMING SUCH WORK. 5 ttPf AS ALLOWED PER C^IiYE OF VELM DEVELOPMENT GUIDELINES DD mAL WILL INCLUDE THE PIPE 6. SPECIAL STRUCTURES. OIL/WATER SEPPRATORS. AND OMLET CONTROLS WILL BE INSTPLLED PURSUANT TO PWJS PND MPNUFACTURER'S RECOMMENDATIONS. I. PRONDf TRAFFIC LbNTROL PUW(S) AS REQUIRED IN ACLbRDANCf WITH MUTCD. B. CPLL UNDERGROUND LOCATE Ai 1-B00-42A-SSSS A MINIMUM OF 48 HOURS PRIOR TO ANV EXCAVATIONS. D LbNTRACTORN AND FInINGS VERIFIED D40 EHOURS PRIOR TON D6TRIBUTPING SHUTDOWN NOTICfSO ~ 10. PLL STORM LINES AND CATCH BASINS WILL BE HIGH-VELOCIrv CLEANED AND PRESSURE TESTED IN PCCORDPNCE WITH pMSION I OF THE STANDARD SPECIFICATIONS PRIOR TO PANNG IN CONFORMANCE 11 IESTINGEOF DOHS SSTORMN MAMN SWILL SINCLUDENTELEVESION INSPECTIONaOF THEU MAINC BV THE ECITV AT THE CONTRPCTDR~S EXPENSE. IMMEDIATELY PRIOR TO TELENSIDN INSPECTING. ENDDGH WATER WILL BE RUN DOWN THE LINE SO IT COMES OM THE LOWER MANHOLE PND THE LINE IS FWSHED CLEAN. RENEWED AND APPROVEDE DY THE EINSPECTOR.EA WATERS TfSI OF ALL MANHOLES ENHACCORDANCf WITH vELM srANOnROS Is um BeaulREO. TESINC wlu TAKE PTAGE AFTER uL uNOERCaouNO ununes PRE INSTALLED AND COMPPCTION OF THE ROPDWAV SUBGRADE IS COMPLETED.. POINT B DINT A CURB RAMP STATIONING Do TAIL ~, CALL TWO WORKING DAYS PPPROVEO FOR CONSiRUCDON ®BEFORE YOU DIG s BV: DATE: DEVELOPMENT RENEW ENGINEER 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~~ ~~~~~~ ~~~ ~~" ~oNNS MEAOOws STORM DRAINAGE AND °ia of as o~BRS]fi9001 P02T01502LL '~sre~°+~ PLAT AwE»w' ROADWAY DETAILS JVR29J-5889-401 0 .o~.a C 1.2.7 D .~~~Mw~ - VELM, WASHINGTON °P~a04-20-200fi