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R-417797
2 2'-6TYp w YS - TEND CO3 WE RACHIGMATCH EXIST 1 its - 09 CBC OF OR Its - MATCH Ert61 TYPE 11 IOSME_ 12_75 130 CBS 7Y ON 1YW 12. 15 TYPE II 2Y5 - MPRH EXIST Cx - 12.40 L88 Ink WE 14.10 ME Y Will - 10.10 (SEE SHES%3) 2 ]0 SDIVERSION TRUCTURE E _ 1 2 W 1!W - 1DO Trill - 13,00 WErvA0.T (YE SHE S500) Ie 1400 E _ EE sw s5021 4-04 WATER 1 4-I) W ABANDONED IN CE CIA ME a PRpLE PAVEMENT EARTH CH PERACH SEE JUNE 9/CIOEN10H SiNINAO RETAIL }]} ®ME I CATCH BASIN. SEE DEINL 8/M2. N10 CITY OF RELATION STA'WRO CETAL 122E SEE SHEETS C50 AND C51 FOR LOCATIONS. eNED AND GRACE76 USEE DOMES 3 101 CRETE PIPE, CH EXISTINGTOIPE EXISTING PIPE. Q It C CLASS N CONCRETE PIPE. SEE CTABLETI FOR INVERT EVATION& © It C76 CLASS N CONCRETE PIPE. MATCH EXISTING PIPEORDERS O GAME. SEE ORAL 3/C101 OR CONNECTION TO EXISTING PE. ® le CLASS 52 DEGREES IRON PIPE. SEE TABLE FOR INNER ELEVATIONS. © IS C76 CLASS N CONCRETE PIPE. SEE TABLE MR INVERT ELryRICNS. ®2Y C78 CUSS N CONCRETE PIPE. SEE DETNL IO/C101 FOR CONNECTION AT EXISTING JEWISH BOX. Qg Se OW, ME II CATCH BASIN. SEE CRY BE RENNH STANDARD METAL 3.2, 5, ® REFER TO SHEET S503 FOR OMASPIN STRUCTURE PLAN AND SECTIONS 4-20 ELIDING Iry © REM TO O SHEER SAG. SIGN. NA S502 FOR WiIVWLT PON AND ©AT CLA TYF£ II CATCH BASIN, SEE Gtt OF IN:NTOX sTANWRO DEiNL ]1.J. ® C CLASS III CONCRETE PIPE. SEE TABLE ELEVPTOXS. ® TYPE I CATCH BASIN SEE CEIALS E/C52. II IT01. AND CRYOF REACH STANDARD AL ] 22, CONNECT WIN CLASS II IF LOW Y PE TO 570RM DAMN, SEE SHEETS C50 AMID C51 FOR LOCATIONS ®BE CUSS 52 DUCTILE INN PIPE. MATCH EXISTING INVERT ELEVAROM AT GONG CATCH BASIN. SLOPE 02% MINIMUM 7O NEW FREE II G2H BASIN, PRNDE PAVEMENT PATCH PER DIAL 9/C101. ® SEE OCTAL 10/052 FOR CONCRETE ENCASEMENT OF Y AR LINE ME © A ME 11 CATCH OWAETON-LOCKINGRLIO�H SEE DUAMEN L E/SDATE D 2A-THAN l ®7r NA ME EE a CATCH BASIN WIN 2,C DIAMETER NON-LOLxIHG LID. ME LEY OF REION STANDARD DETAILS s.v AID 36.7E 150EXISTING 11 CAPPED EA CENT COLIC DARING Ca QX- �x s -TWIFi_^I L -GM—�O ABAAMI AFM ADD AS GRACE 1 AND VALVE A -NEW 6 N LINE [ ER TWEA 4-81 BUILDING LEGEND SARI —A— COMPµSSO MR ©PROPOSER No MANHOLE —u— wuwn THE • VALVE -CENS RR- all SUPPLY AM RN w 0 AS MEe ME I CATCH BASIN —FM— ovCEuw OMwc Hys MONITORING WELL — SS S I MAN YY FIRE HYORNT —HFW— MIT PRESSURE WATER RUBBER All —S15— Sfax Dux FANG AS NOTED —CM RARE, Uum • APE II CATCH BASIN SOE/NO ❑ AUBURN. EVERETT ME BB002 WA. BB201 BAD ® JIA x n 2 FACMIES DERAWMENT RENT, KMWO. ❑ NE REON. W0. SBO]t Ofl. 97220 A 9B055 JA UIU 2 M GINNIE— ❑ sAT11c, wa 9B12N ewc I. SEE GENERA BURNS 1.2.3. k 4 ON CWL 2. ANY CONFLICTS BETWEEN PAVING ELEVA ENS AND PIPE UNLY REPORTED TO THEW CONSTRUCTION ENGINRIONS SHALL BE EER. ], SHORT LENVINSTHE HIGH PRESSURE WATER MAN FAULT GOWN EMNE H MEON VALVES DBE SXYI DURING CONSTRUCTION ADJACENT STORM ORANGE COORDINATE WITH BOEING FIRE PROTECTION. CONTACTOR SHALE IMWMA7LY NI NOSING CONSTRUCANNOT "WANED OVER ENANEER IF JOB OF NEW STORM a -INCHES MINIMUM OMEN ONµ HERS NEW SHORM SPUN E SLOPE AS LESS 5. WEN �i DESIGN CAMERAL BIRORY ORANAGE AREAL 11.78 ACRES WETA7LT SURFACE AREA 551VSPE DESIGN FLOW: T]7 CPS (1/5 OF 2-WR STORM) PASSING JUNCTION BOX, - W NASA R-4177097 —PPNWN S-417702 —C cD la Rw W-417702 [RE,,CORDR DRAIN VMAY JINGGS MI OPILi"G MI ANN 'VoR EGA aw'G By DIE gpy���Iw(.• 1TEL1L(I I IL]1PaLI.V LLxw.u.. r ww solo,'. AU�' 1 OO I'I 4-01 PARKING AREA