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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