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1440 INDEX CONTOUR CAUTION NOTICE TO CONTRACTOR FLOOD NOTE INTERMEDIATE CONTOURS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF P R FEMA FLOG RATE MAP NUMBER 0607700307F,DATED OCTOBER 16,2009,THE PARCEL CENTERZINE E ISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS SHOWN HEREON IS IN ZONE X,MICH IS DESIGNATED AS FOULOWS:"AREAS OF 0.2%ANNUAL TILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TA EN IN THE FIELD.THE HANCE FLOOD HAZARD; AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF BOUNDARY 1 1 SANITARYSE— UX NFOR ATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR LESS THAN FOOT OR WTH DRAINAGE AREAS LESS THAN I SQUARE MILE;AND AREAS -------- PARCEL LINES STORM DRAIN MUST"CAU_THE APPROPRIATE UTIUTY COMPANY AT LEAST 14 DAYS BEFORE ANY PROTECTED 13Y LEVEES FROM 1%ANNUAL CHANCE FLOOD". D .... EASEMENT WATER EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE - PENCE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES HORIZONTALLY civ _ RETAINING WALL GASLINE AND VER11CALLY MICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE 0 STORM DRAIN MANHOLE PLANS. LEGEND: So SURVEYED POINTS P OPERTY LINE BENCHMA K 0 SEVVER MANHOLE A SURVEY CONTROL POINT CITY OF LODI BENCHMARK No.1017 WHICH IS 11 EIRASS CAP SET IN THE TOP OF CURB 8.4 PIOPO ED CURB 61 GUTTER ... X WV WATER VALVE FEET SOUTHERLY OF THE BCR AT THE NORTHWEST CORNER OF STOCKTON STREET AND THE UMITS F FULL DEPTH SAWCUT SEC ION CORNER SOUTHERLY PORTION OF MAGGIO CIRCLE. EUEVATION=4,3.01 FEET(NGVD 29)PER CITY OF EXISTING CONTOUR LODI PROPOSE CONTOUR FIRE HYDRANT SECTION Y CORNER E S= ELEC IC LINE SAN> SANITAR SEWER LINE 111A REDUCED PRESSUREPRINCIPAL X FOUND MONUMENT CA GAS UNE DO DOMESTIC WATER LINE ASSEMBLY1BACKFLOWPREVEI4TOR FOUNDMO U ENT FIRE---- FIRE UNE T TELEPHONE LINE STREETLIGHT FOUND MONUMENT 13 ADA RAMP GREASE TRAP FOUND BRASS DISC 0 "OLLARD C AN-OUT PB 1-j — TRAFFIC/HANDICAP SIGN 00 DOUBLE CLEAN-OUT ELECTRICAL PULL BOX PDONOMONUMENTINWELL SIGN DOWENSIONPOIN-NOTHING MI GAS M TER 4111 OVERHEADUTILITYPOLE F UND OR SET DIRECIIOINAL SIGN H1 WATER METER RECORD DATA PER 22 PM 139 K...-t,below. UGHT POLE [511 IRRIGATION METER D TRACT N.2181'MAGGIO Call b—o y..dig. INDUSTR L P RK UNIT NO.2- BUILD NO UP LIGHTS MANHO E 28.4 P.79 1 0 AREA'DRAIN CURB INLET P C POINT OF CONNECTION Z BACK FLOW DEVICE -n POE POINT OF ENTRY --41w "'XIDE SA t SAN� SAHP -o) UTILITY KEY NOTES: <1) 11/27/2 SAN- -------- SAN —------- (D POINTOFCONN CTION TO EXISTING 6-PRIVATE SANI RY STUB.EXISTING LATERAL PER SAM' SAN� -- --------------- .. ......I i RECO D DRAWINGS,VERIFY INVERT OF EXISTING LINE PRIOR TO ANY NEW WORK. --------- CONTRACTOR TO SCOPE THE LATERAL LINE FOR INTEGRI AND VERIFY!LATERAL SLOPE ------------------------ M -- -- ------------ --- ----------- A -------------- WIN m iD INSTALL CLEAN-OUT PER CM STANDARD PILMN#201, EAST.PLI UC 6"SS ONNE ION,INSTALL DOUBLE CLEAN OUT. SEWER POINT OF CONNECTION TO BUILDING.TRANSITION FROM 6"LINE TO 4"LINE FOR BUILDING WTHIN B`F.U.E C R DWS K, SEWER POINT OF CONNECTION TO C411WASH SEPARATOR AND RECU%IM SYSTEM.TRANSITION FROM OER F R M=INDUSMAL PARK 6"UNE 0 4"LINE FOR CONNECTION TO TANK DISCHARGE. DWG f 87D102,DATM 1-17-19M CMIWASH S PARATOR AND RECU,IM TANKS. Im UVEMENTS TO ADJACENT SITE NDER SEPARATE PERMIT 5 EAST 10'PRIVATE 4"EWER LINE FROM CkRNASH DRAIN TO RE—IM SYSTEM. SEWER EASEMENT RELOC�TE(E)FIRE HYDRANT.INSTALL PER CTFY STANDARD P.N#401. EXISr.PRIVATE A, EXISTING BUILDING 2"WATER 5 RVICE FOR DOMESTIC WATER SUPPLY AND CARWASH WATER SIMILAR TO CIT(STANDARD ASSUMED SLOPE Ix U,N 41412.SERVICE 15 MANIFOUDED FROM EX19ING Z"SERVICE TO SITE. iD V WATER SERVICE F R U,NDSCAPE IRRIGATION SIMILAR TO CITY STANDARD-N"03.SERVICEIS MANIFOLDED FROM MISTING 2"SERVICE TO SITE. EXISnNr PRIVATE A AR S"IT y'TUB CONTRACTOR TO E E TERA�', LINE FOR INTEGRI SC,P ERPY I-FIT m 2" EDUCED PRESSURE MORROW DEVICE PER CITY STANDARD PIN R4LR. VEFB, P i I" OF EXISTING LINE AND 'P E POINT OF CONNECTION FOR 2"DOMESTIC WATER ONE TO BUILDING. N,HE SLOPE PRIOR TO A _W WORK WATER SUPPLY TO CARWASH. �Ipv RIM PO NT OF CONNEUION FOR 2 77 1 ; 1 Mo, L 4'� I I 0 POINT OF CONNECTION FOR IRRIGATION. I.—RO) 1"REDUCED PRESSURE BACKFLOW DEVICE PER CINY STANDARD PU,N W413. 6'SDR-35 PIC�U NE.SLOPE AT MI N.1%. S (—FI) ON'T I.,A_ 1 2 DI. (E)INV .. js IN -IS SI 0 4"SDR-35 PVC SS LINE.SLOPE AT MIN.2%. RV A G� 4 "ITM 0 APPROXIMATE LIMIT OF WORK .......... ";'1kAG 1.AT� AN> u 0 0 TRANSFORMER,COORDINATE WITH UTIUT[Y COMPANY, lNi 3*'9'9'9"** 24'PVC CONDUITS.CONTRACTOR TO COORDINATE WITH IRRIGATION&EUECTRIC/UTIUW COMPANIES. A C.NE TO EXITING FIRE HYDRANT SERVICE WITH 901 ELBOW. 3 W 4B V WATER METER(IRRIGATION) 2'�WATER METER(DOMESTIC) FF-4.00=39.25 PRIVAT WATER E ENE F 30DO SQ. C-STOR E TNI SA 61 Fr. A 0 N1 CO TRACTOR TO VERIFY EXISTING WATER LINE SERVICE WITHIN THE LID E Is HT I ie ANY ATER SERVICE IS PRESENT,PROTECT AND WATER LINE SHALL REMAIN IN SERVICE.MAINTAIN :E: 'IY MINIMUM V COVER ABOVE EXISTING WATER LIN E AND V BELOW RETENTION AREA.CONTRACTOR TO vs— FF=43 25 INV 39.24 INV IN 38.30' CONTACT ENGINEER FOR ANY DORF KTS. INV OU 38.55 a CONTMUORTOVERIFY LOCATION AND DEPTH OF EXISTING STORM GRAIN.MAINTAIN MINIMUM OF 5'BELOW RETENTION ARM CONTRACTOR TO GikU.ENGINEER FOR ANY CONFLICTS. Z.7,i MMPUE PORT WITH TRAFFIC RATED LID(RE:ARCHT&MEP PIANS). i UTILITY CROSSING.MINIMUM 18"VERTICALSEPARATION. GREASE TMIPWITH TRAFFIC RATED LID(RE:ARCHT&MEP PI.ANS). vpr ME CONN-K)N ISEE PLAN FOR SIZE). R -------------- _0T.E UTILTX CROSSING APPROXIMATELY 61T VERTC4kLSEPARATON(VERIFY). Ig SAND OIL TRAP PER CITY OF LODI STANDARD PUkN NO.205. EXIST NG 2"WATER SERVICE IN MIER BOX(NO METER).REMOVE METER BOX,AND INSTALLA M TEE.MANIFOLD FROM THE TEE TO A Z'DOMESTIC METER AND TO A V IRRIGATION METER, U, -d W_ E;ST HARNEY LANE W�W7�movv— W--W CAUTI N SA I ___W-_1- '11 v EXISTING OVERHEAD 11 UNDERGROUND UTIURIES f WIN WWI` MATCHLINE A—A