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INFILTRATOR STORMFILTER DESIGN NOTES BMP NUMERIC SIZING CALCULATION 11L111- AxoARONAxnoLs sTrLs rssnowxwI.THE_,.,.xumsERORcaeTRros slileLEcnox AxomE xUNBER ORO.Rmuc�s.rnE REQUIRED TOTAL AREA DESIGN FACTOR TREATMENT AREA 101 roR-ILTER REAxHHDRAULccuAcrn rsrscrs IITrg IDEMx0rn0xs E EE°[scvs Ax uvsmEAM Bwnss AREA ID SURFACE BMP TO BE USED BMP ID BIORETENTION BOTTOM UcruRE rs REauraso. (S.F.) (Po/12) SURFACE AREA(S.F.) PROVIDED(S.F.) DMA A SIDEWALK,ROOF, 13,705 BIO-RETENTION BMP A 0.0347 372.5 373.15 covsR ossa L PAVEMENT Ax awuc DaOP(p SIDEWALK AND �B0"s"` DMA B 6,040 BIO-RETENTION BMP B 0.0386 183.0 293.47 A A RATSImmI PAVEMENT L@ J .—RAL DMA C PAVEMENT 4,553 BIO-RETENTION BMP C 0.0352 125.6 165.0 OUTLET�= TOTAL 24,298 681.1 831.62 INLET1. SITE SPECIFIC TOTAL AREA DESIGN FACTOR TREATED FLOW TREATMENT FLOW Ta .B. DATA REQUIREMENTS EDMA SURFACE (SF) BMP TO BE USED BMP ID (Cr) REQUIRED (C.F.S) PROVIDED(GF.S) B,R)n. WATER E Bret CANOPY 2,443 STORMFILTERaBMP R 0.95 0.011 0.022 PANSEW real1 0065 T owf 1 2,443 0.011 0.022 0-1 AND—I DATE 0-1 AND 0-2 ARE OFFSITE FLOWS. coxraAmaarocaourro mrAUETsavaa Rru EiE°Es vrxrs °cRAOE� Axn-FLOTA I. RwLvarsEAADae—�i�\�j� FRAME AND COVER -E—HE B. I POSTDEVELOPMENT DRAINAGE AREA KEY: LEGEND: svusxs - -- PROPERTY UNE vve sra+°vrRs -P-� 0 DRAINAGE DIVIDE ____ PROPOSED CURB&GUTTER UMITS OF FULL DEPTH SAWCUT EXISTING CONTOUR w5 rsR ua UrvussxmEomxsawrsE. %XX AC Area xDe PROPOSED CONTOUR D. nIGIARe REFER NNEI7TH EIA.111 LTmuIxs Am"111 Acreage ADA RAMP rxLEr Pres vaTEa wATEa QDALITY smUcruaE EwuL BE II A000aoAxc III AAL„o sE rcrx DATA AID wvoaNAnoxcourAx oNu g ® Q 0 GREASE TRAP Q100 • BOLLARD CLEAN-OUT ! EcoROTo cOrvvwm Acruu cao"UN mvAID T'sI ELEvnnox.werwcs snnu NEEr AAsxro TRAFFIC/HANDICAP SIGN All IN DOUBLE CLEAN-OUT Die vwEUI �� wo RADIALa All$ELI CLEA xoI 1A 1A sLRwrALNEou DEmx swuL o DIRECTIONAL SIGN ® GAS METER TACTNArW o T. MI WATER METER 'REBE crvrc Plow RA ErssDUALrornEHLTER TRSATUEI AT=CL)NTAc coxos. ❑ SPEAKER BOX ® IRRIGATION METER E=11(gpml Drvi DED BY THE 11—coxrACT BURRACE AREA I,BI. z. o MENU BOARD �O B-1-21U.-MME Ea�wno a= ANTI-1 aAEC AxrwLoranox vaovsroxsnassrTESPEcrPrc 1E 11 coxsr�RATroxs All swuL BE ® MANHOLE LIGHT POLE$w a curnxc ao psEoo Exrwrta surrrcreur urnxcn"D asAcn cu+AcmrouETAwSET THE sroaurLrEa sTaucruRE O CURB INLET T0IT0l el- Au psR�u'TUREs KAS Arm AssErasLE BTRUDTURE, o BUILDING UP LIGHTS /''" DRAINAGE SLOPE AND DIRECTION SECTION A-A s.CaxrRAcTOR TOTAKE AR—RIATE 1EASUR11TIP CARTFDKE a10100xsTRUcr11.RErATE1 ERosrox auxOFF. 19 AREA DRAIN CAUTION NOTICE TO CONTRACTOR CONTECH' SFIN-MH48 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ENGINEERED 5otunoNs Uc INFILTRATOR STORMFILTER EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS 3 UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE _ysio min[er,`- STANDARD DETAIL INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 14 DAYS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY I) I AND VERTICALLY WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. BENCHMARK CITY OF LODI BENCHMARK No.1017 WHICH IS A BRASS CAP SET IN THE TOP OF CURB 8.4 FEET SOUTHERLY OF THE BCR AT THE NORTHWEST CORNER OF STOCKTON STREET AND THE L SOUTHERLY PORTION OF MAGGIO CIRCLE. ELEVATION=43.01 FEET(NGVD 29)PER CITY OF 'ss ss7E 0- I❑ DI I I ,-� AC I �) I I L FLOOD NOTE OA02 CFS I PER FEMA FLOOD RATE MAP NUMBER 08077C0307F,DATED OCTOBER 16,2009,THE PARCEL wccv I 16 SHOWN HEREON IS IN ZONE X,WHICH IS DESIGNATED AS FOLLOWS:"AREAS OF 0.2%ANNUAL CHANCE FLOOD HAZARD;AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LLL I� I LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;AND AREAS e o I PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD'. _ I .v ' +�}+ + s of tyy lJI III I as I LJ + + ++ 0.10 AC '= { OVERFLOW RISER WTH CRATE CHI VI2 T 0.37 AC _ + "}. 8 {( CLEANCUT'-INCH MN 0 SOR 35 ATPoUM OR BEQIVE CRA PREFERR12"X127 DRAIN BOX OR APP ED; Q053 CFS {`,� _ + I kE I I OR EWIVNfNT S11'EP BEND AND 1/4-INCH OPENINGS CLEANWT M LOCAKPBLE SCF�W S I I CAP MIN 6"ABOVE TOP ELEVATION BAP B STRUCNRAL WALLS ON n 3000 SO.FT. <zaz O _ .g'•' / 3. b $ I E=- OF M1LCH(...7 SEE MUNIOPAL BOTH 90E5 3y FF=43.25 R ( 1 STANDARD DRAWING BEGINNING OF REINFORCED CMU BLOCK OR I UNE 3-INCH MULCH 6"T� PRE-CAST CONCRETE WITH m 5� _ 0.0Bµ. P-• , I WATERPROOF MEMBRANE ERZ ' �F(6'�A' A M1x y wBEN,fDJ PLANTING 2•Inrx rREmoonn nmvE_'ET 3 r I * :1 SIDE ROPES _____-- ON BOTH SIDES a I 0.024 CFS � I �r GRAPHIC SCALE 6' PONDINGrvlr:rAsxsoTTax BMP RTMENT � I _0�. { (� S 4'LONE AYER OF SAEETINGND N - Nrx BIO-R(BSM oaA \AAD FNIC 0� MANUAL SPECS TABLE F-4 MX _ .. I _ 1 men=a0 tt STANDARDSMANUAL -- 0 J _L r. .. — r - ,u...-L 0.004 AC ` _ __.� -� /'E ❑( 6'MIN.SLOTTED GAS GAS AS I T _—_ .--------------_ g 8 0009 — r...t_.._ ------ _ _ ___ _ _ TO -- _ STORM DRAIN II y� � PEft STANDARDS � GRAVITY DRAIN y{ SPECS(SLOPE AT 0.505 N Ill jl 111 II II I � � ® MIN) SEE PLAN FOR ' CONNECTION TO C.B.& WASHED 1'-2.5" I °- — --- I_II-- 1-- 'N L"" W Z FOR INVERT ELEVATION DIAMETER STONE ---W W- w—' WI '--^yam 1 6"SCHEDULE 80 iP• I ( H .m' DA VE SOIL (ED PERFORATIONS _W- ss ✓+ s DO NOT COMPACT 3 TION " I T9 Cell ne(o Y 9 WITH GROUT xv�sa ❑ _ re ou tli. -- - ------------�---"-I xox� M«FLEAll,"r BIORETENTION FACILITY,CROSS SECTION NTA