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PLUMBING CONNECTION SCHEDULE <br /> PROVIDE ROUND GRADE 30"K MANHOLE GRADE RING RISERS hff A <br /> RING RISERS AS REpUTAEO COYER,TYPICAL TO EXCCED 12'HEIGHT SYMBOL FIXTURE DESCRIPTION MANUFACTVRER MODEL TRIM7FITTINGS W V CW HW COMMENTS <br /> TO MEET GRADE OF 3 SYMBOL TYPE {NOTE11 - (NOTE 1) <br /> EXTERIOR GRADE -GREASE INTERCEPTOR MARK 9KJ <br /> VAULT TOP C61 CLEANOUT EXTERIOR,TG GRADE KY R_SMITH 429 ROUND CASs NICKEL BRON2EACCESG FRAME AND NON-SKID COVER E.p.D9/3D/1I <br /> RD-I ROOF GRAIN GENERAL PURPOSE ROOF DRAP0 )0.Y R.SMITH 1025 Af1,IIIST0.RLE IXTEN51Cty SEE PLAN FOR SIZE r Cl' [f.L55 <br /> .(`��•"/V/�/ /��/��V���'\ REGIOVAELE CAST IRON DCAE GTRkNFR WITH VdN9AL PROOF 6CREN6 - <br /> i%: ADJU5TAB E FXTI NSION BE PUN FOR SIZE T I L A N p 1 <br /> PVC MILE T PIPE COORDINATE REQUIRED VAULT TOP WITH BufYL RESIN 110.1 OVERFLOWDRMN N/�:ER UAM TYPE ROOF DRAIN AYR.SMITH 1045 <br /> SCI-# M I pT <br /> SEALANT AT �YAIERUAIICIWIIIINIMV}A 2'PBWE ROOF SU.TFACE <br /> WITH TEE GRADE(VARIABLE HEIGHT TOPS AVAILABLE) - )DINT PROADEWTH CAST BR0N2E NYLL FLANGE A R C H 17 E C T 6, PL. <br /> GTI VJERFLUNNOULE CAST BRONZE NOZZLE -KYR Sh11TN 117E SEE PLAN FOR 611E <br /> { <br /> GREASE VCM, I I SANITARY VENT, 3511 SELL HOOP AVE, <br /> - SEE PIAN SEE PLAN Nom, SUITE 700 <br /> PORTLAND,OR 97239 <br /> (003)220.8611 <br /> GREASE WASTE J SANITARY WASTE FAX(0032 270-9610 <br /> INLET.SEE PLAN FOR LIOVIb DEPTH OUTLET,SEE - <br /> MORE INFORMATION PLAN FOR MORE <br /> INFORMATIGN <br /> PVclourLET --- GREASE INTERCEPTOR <br /> PIPE WITH SYMBOL DESCRIPTION SERVICE CAPACITY INLET OUTLET EXTENSION DPERI�CCMMCNTI <br /> SAMPLING TEC <br /> PIPE HANGER,TYPICAL CONCRETE BAFFLE DARK (GALLONS} SILE 52C WEES <br /> {IN} UNI IL <br /> ES TRANSFER PIPE(S) GI GRAVITYFLOW IFUTURF7-fLrVEN 760 4 4 NOTE5 2,610 <br /> NOTES: NQIEs <br /> 1. VENTILATE EACH END TO OPEN ATMOSPHERE.SEE PLAN FOR VENT SIZE AND ROUTING. <br /> 2. CONTRACTOR TO FILL WITH CLEAN WATER AFTER BACKFILLING AND PRIOR 10 SYSTEM START-UP. 1.PER 2713CPC TABLE 1014.33MAXILIDM ALLWWULEDFU=21 <br /> 3. DESIGN BASIS:UTIUTY VAULT GRAVITY GREASE INTERCEPTOR, 2paarIGE SEALED COVCR 0.x9 EXTENSIONS AS REOUIREO <br /> DETAIL — GREASE INTERCEPTOR <br /> I]2 SCALE: N.T.S. <br /> STORM DRAIN SERVICE CALCULATIONKEYED NOTES:O <br /> PIPE SIZE RAINFALL INTENSITY OF 21NCH PER mom COMMENTS <br /> ._ 1. SEE CIVIL FOR CONTINUATION. <br /> - TINT VERTICAL ,re 1N>FT SLOPEIw InNFr sLo� 1nNaLGPE <br /> T5 <br /> CW TO BUILDING 1 1 A i 2. VERIFY INVERT ELEVATIONS WITH CIVIL PLANS PRIOR TO STARTING <br /> J 67 3420 34 1614 44 720 El-l"I'll <br /> 3.2IR WORK. !I 1 <br /> 3/4" DRAIN 4 u4 6.920 78 7.7N1 IID 5.700 S. COMBINE 2"VENTS ABOVE GRADE.PROVIDE CLEANOUT FOR EACH VENT. 111SLCGCK WITN -�APPRDVED 5 261 i 179 6.69 1% 9440ANTI-SIPHON 6 u4 7q,4gp 222 wra 314 _15.100 xL,aao 4. BACKFLOW DEVICE LOCATED IN VAULT BY METER.SEE CIVIL DRAWMI35. ' <br /> BACKFLOW DEVICE E y1T gallop 478 23OOII 677 346M 956 46,0011 w <br /> UNION---� NOTES 5. SEE CIVIL bRAWINGs FOR ACTUAL LOCATION OF GREASE INTERCEPTOR. <br /> LINE SIZE BALL - Z <br /> VALVE SERVICE <br /> SHUTOFF <br /> —�56" MIN. <br /> 0 <br /> SFAL PENETRATION- - 4_SD - O1 ON-1 I <br /> WATER TIGHT 1 GENERAL NOTES: <br /> A. ITEMS ON THESE DRAWINGS ARE SHOWN DIAGRAMMATICALLY. NOT EVERY OFFSET AND TRANSITION ,, <br /> - ARE 5HOWH,VERIFY THE EXISTING CONDiT30N5 AND UTILITY CONNECTION LOCATIONS PRIOR TO <br /> l <br /> ' STARTING WORK. <br /> B. ALL DWV 70 BE NO-HUB CAST IRON,PVC OR ASS AS APPROVED BY THE CAUFORN;A PLUMBING �Y�?:I DO-S 4' 4 1 <br /> / CODE, RD-1 4e 1"CW RISER <br /> SLEEVE THROUGH J CONCRETE FLOOR ' p2.1 <br /> FLOOR SLAB j SLAB C. ALL COLD POTABLE WATER PIPING TO BE COPPER TUPE TYPE L ANNEALED FOR BELOW GRADE AND T5OD SF <br /> TYPE L HARD DRAWN FOR ABOVE GRADE. COPPER PIPE JOINING METHOD 70 BE SOLDERED. <br /> - D, PROVIDE ISOLATION VALVES ON COLD WATER RISER, PROVIDE VALVES IN ACCESSIBLE LOCATIONS I <br /> 5 <br /> E. COORDINATE LOCATION OF ALL BELOW-GRADE PIPING PENETRATIONS THRU FOUNDATION AND FLOOR. rA <br /> 3 DETAIL COLD WATER SERVICE RISER F. SERI ALL PIPING PENETRATIONS THROUGH FLUOR AND WALLS WATER 31GHT,COORDINATE LOCATIONS ` p21 -' E-Ot.3 FT.O <br /> {72. SCALE: N.T.S. WITH GENLPAL CONTRACTOR AND OTHER TRADES. <br /> G. PLUMBING CONTRACTOR SHALL PROVIDE CLEANOUTS ON ALL WASTE PIPING ON BENDS OR CHANGES <br /> FFE=14.5 FT <br /> OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN AND WHERE REOUIRED B <br /> BY LOCAL CODES. WHETHER Oft NOT SHOWN. COORbINATE WITH FINISHED FLOOR AND WALL S <br /> - LOCATIONS AND TYPES. - <br /> I"1 <br /> _ (BELOW GRADE) <br /> �+— PROJI_CT NO. <br /> 2VIP <br /> COVER /-I 6X 1614 CONCRETE <br /> PAVING CO-1 VVV - <br /> DATE <br /> IE=51,0 FT'� <br /> 3" DOWN <br /> _ SPOUT <br /> COORDINATE CONNECTIO <br /> WITH CIVIL L R E v I 0 1 O N 0_-_ <br /> AlAPRIL 4.2018 . <br /> CLEANOUT BOX <br /> CLEANOUT PLUG N <br /> 0 -CAST IRON PIPE <br /> FURNISHED WITH 1� FLOOR PLAN — PLUMBING <br /> o - 0 CLEANOUT BOX P2 SCALE: 1/8- = 1'-0" <br /> 0 4 8' 16 <br /> 1'-0" MIN.-�-�--- <br /> n - 3/4" MINUS GRAVEL I I �"t APPROVED COUPLING <br /> a rLwroaG <br /> 0 <br /> DETAIL — � ■ <br /> ms 4 EXTERIOR CLEANOUT TO GRADE CO-1 -- 6BIS 5W 4ACSV TE 2Gfo <br /> o� P2.1 SCALE: N.T.S. S' PGRT�OME�so3�gsYIMN ul?66 <br /> C llt 5036921190 <br /> 2.1 <br /> �9 CONTACT... BRENDAN ARMOLO I.T w e c w o N I N <br /> .0g;...Ing®mke-ioc,— MECHANICAL AND ELl'rRC L SYS--ELM <br />