SAID LINE BEARS N 17 07'38" E (EPOCH: )

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2 9//8 9:48: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\G--ABBREVGEOTESSHEETIDEX.DWG - WOJTASZEK, RUSS. L WORK SHL BE DOE I ACCORDACE WITH THE PROJECT SPECIFICATIOS, EMWD STADARDS AD CITY OF SA JACITO PERMIT. THE COTRACTOR SHL HAVE A COPY OF THESE PLAS, THE SPECIFICATIOS AD THE STADARD SPECIFICATIOS O THE JOB SITE AT L TIMES.. THE COTRACTOR SHL OTIFY UDERGROUD SERVICE ERT (USA) AT OR 8 AD L PUBLIC ILITY COMPAIES AD OWERS OF L PRIVATE FACILITIES AT LEAST 48 HOURS I ADVACE OF PERFORMIG AY WORK WITHI SAID AREA.. L COCRETE SHL BE CLASS -C- ULESS OTHERWISE IDICATED. 4. COTRACTOR SHL MAITAI THE WORK AREA I A EAT, SAFE, CLEA AD SAITARY CODITIO AT L TIMES. STREETS SHL BE KEPT CLEA OF DEBRIS, WITH DUST AD UISACE BEIG COTROLLED. THE COTRACTOR SHL SO BE RESPOSIBLE FOR AY CLEAUP OF ADJACET STREETS AFFECTED BY HIS COSTRUCTIO. COTRACTOR TO CLEA STREETS WITH SWEEPER PRIOR TO ED OF EACH WORK DAY AS A MIIMUM.. THE COTRACTOR SHL POTHOLE AD LOCATE EXISTIG CROSSIG AD PARLEL UDERGROUD ILITIES AD POITS OF COECTIO AT LEAST THREE WEEKS OR, FEET, WHICHEVER IS GREATER, I ADVACE OF THE PIPELIE COSTRUCTIO. THE COTRACTOR SHL BE LIABLE FOR AY ADDITIO COST REQUIRED I THE EVET THAT HE HAS OT CORRECTLY LOCATED THE EXISTIG ILITIES.. THE COTRACTOR SHL COFIE L OF HIS ACTIVITIES TO THE AREAS WITHI THE EXISTIG STREET RIGHT-OF-WAY SHOW O THESE PLAS ULESS HE OBTAIS WRITTE COSET FROM THE PROPERTY OWER. 7. PRIOR TO COMMECEMET OF WORK, L SURVEY MOUMETS I THE PROJECT AREA SHL BE LOCATED AD TIED O BY THE COTRACTOR. L CETERLIE MOUMETS OR TIES LOST, REMOVED OR DESTROYED BY AY ACT OF THE COTRACTOR SHL BE REPLACED AD EW TIE SHEETS PROVIDED. METHOD OF ESTABLISHMET SHL BE STATED O THE TIE SHEET. 8. THE COTRACTOR SHL EXISTIG SEWER, GAS, WATER LATERS AD OTHER ILITIES OR REPLACE I KID. LOCATIOS OF EXISTIG ILITIES AD SUBSTRUCTURES SHOW O THE DRAWIGS ARE APPROXIMATE OLY. COTRACTOR SHL VERIFY EXACT LOCATIOS, ELEVATIOS AD DIMESIOS I THE FIELD PRIOR TO COSTRUCTIO I THE AREA OF THE SPECIFIC SUB-STRUCTURE/ILITY. SEE GEER OTE O. 7 ABOVE. 9. THE COTRACTOR SHL BE RESPOSIBLE FOR DAMAGE TO L EXISTIG ILITIES, PAVEMET, CURB, TRAFFIC STRIPPIG AD MARKIGS, TRAFFIC DETECTOR LOOPS, SPEED BUMPS, STRUCTURE, TREES, LADSCAPIG, AD IRRIGATIO SYSTEMS AS A RESULT OF HIS OPERATIOS, AD WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTORY OF, AD AS DIRECTED BY DISTRICT AD CITY OF SA JACITO.. L TRAFFIC SIG CODUITS AD LOOPS HAVE OT BEE SHOW O THESE PLAS. COTRACTOR SHL DETERMIE LOCATIO OF L IMPACTED FACILITIES AD REPLACE L TRAFFIC SIG CODUITS AD LOOPS DAMAGED OR REMOVED DURIG COSTRUCTIO TO THE CITY OF SA JACITO'S SATISFACTIO.. COTRACTOR SHL BE RESPOSIBLE FOR IDETIFYIG AD ACQUIRIG STAGIG OR MATERI STOCK PILE AREAS, SUBJECT TO APPROV OF THE DISTRICT.. COTRACTOR SHL OBTAI L ECESSARY PERMITS FROM THE CITY OF SA JACITO BEFORE COMMECIG WORK. THE COTRACTOR SHL PROVIDE A 4 HOUR TELEPHOE UMBER FOR EMERGECY REPAIRS TO TRAFFIC COTROL AD PAVEMET MARKIGS.. THE COTRACTOR SHL EITHER BACKFILL AD PLACE BASE PAVEMET OR. WATER PIPELIE AD APPURTEAT COSTRUCTIO SHL BE I ACCORDACE WITH EMWD STADARDS AD SPECIFICATIOS.. PRIOR TO COSTRUCTIO OF PIPELIE, COTRACTOR SHL EXPOSE EXISTIG WATER SYSTEM AD VERIFY ITS EXISTIG ELEVATIO AD LOCATIO.. WHERE SEWERS HAVE BEE COSTRUCTED BY AGECIES OTHER THA EMWD, COTRACTOR SHL VERIFY SEWER LATER LOCATIOS PRIOR TO EXCAVATIO FOR WATER PIPELIE. I THE EVET SEWER LATERS ARE FOUD TO BE AT A DEPTH LESS THA I ACCORDACE WITH EMWD SEWER STADARDS, WATER PIPELIE COTRACTOR SHL ADJUST WATER PIPELIE DEPTH AS DIRECTED BY EGIEER TO CROSS OVER THE SEWER LATER, IF POSSIBLE, TO PROVIDE " MIIMUM COVER TO FIISH ROAD GRADE; OTHERWISE, CROSS UDER THE LATER, WHICH REQUIRES SPECI COSTRUCTIO. 4. STATIOS SHOW ARE OG THE CETERLIE OF THE PIPELIE.. ELEVATIOS SHOW O PIPELIE PROFILE APPLY TO CETERLIE (CETER GRADE) OF PIPE OR CETERLIES AT POITS OF ITERSECTIO OR SLOPE CHAGES.. THE TOP OF THE RAW WATER MAI SHL BE A MIIMUM OF 4 ICHES BELOW STREET PAVEMET OR FIISH GRADE. IF THE MIIMUM COVER CA OT BE MET, THE COTRACTOR SHL OTIFY THE EGIEER OR THE DISTRICT FOR GUIDACE. FOR COVER LESS THA " COCRETE ECASE PIPELIE PER DETAIL 4 O SHT D-. 7. PIPELIES SHL BE PRESSURE TESTED TO THE TEST PRESSURE IDICATED BELOW I ACCORDACE WITH EMWD SPECIFICATIOS: MIIMUM TEST PRESSURE = PSI RESULTS SHL BE SUBMITTED I WRITIG TO THE DISTRICT MAAGER. 8. PIPE BEDDIG SHL COFORM TO THE PROJECT SPECIFICATIOS AD EMWD STD DWG B-8B. 9. L BURIED VVES SHL BE PROVIDED WITH RISERS, VVE BOXES AD COVER PER PROJECT SPECIFICATIOS AD PER EMWD STD DWG B-. 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA GEER OTES WATER OTES 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- STEEL PLATE TRECH EXCAVATIO AT THE ED OF EACH WORK DAY SO L TRAVEL LAES CA BE OPE TO TRAFFIC. SEE SPECIFICATIOS FOR STEEL PLATE REQUIREMETS. STEEL PLATES WITHI TRAVEL LAES SHL BE LIMITED TO FEET. 4. L APPROACHES TO PRIVATE DRIVEWAYS, DRIVEWAYS AD ITERSECTIG STREETS SHL BE KEPT OPE TO TRAFFIC AT L TIMES. THE DISTRICT SHL IFORM L PROPERTY OWERS OR BUSIESSES A MIIMUM OF OE WEEK PRIOR TO AY COSTRUCTIO THAT WILL IMPEDE THE ORM ACCESS TO THEIR DRIVEWAYS. THE COTRACTOR SHL OTIFY THE DISTRICT A MIIMUM OF TWO WEEKS OF AFFECTED PROPERTY OWER OR BUSIESS THAT REQUIRE OTIFICATIO.. DISRUPTED OR DAMAGED STREET LIGHTIG SYSTEMS SHL BE REPAIRED OR REPLACED TO CITY STADARDS. DAMAGED STREET LIGHT CODUIT OR CABLE SHL BE REPLACED FROM POLE TO POLE (O SPLICIG WILL BE LOWED).. THE COTRACTOR SHL REEW OR REPLACE AY EXISTIG TRAFFIC STRIPIG AD/OR PAVEMET MARKIGS WHICH DURIG HIS OPERATIOS HAVE BEE EITHER REMOVED OR THE EFFECTIVEESS HAS BEE REDUCED.. LOOSE EXCAVATED MATERI SHL OT BE PLACED OR STORED I WATERWAYS OR STORM DRAI CHAELS. L EXCESS EXCAVATED SOIL AD MATERIS SHL BE REMOVED AD DISPOSED OF I A PROPER AD LEG MAER BY THE COTRACTOR. L DISTURBED SURFACE AREAS SHL BE SHAPED TO FACILITATE DRAIAGE AD AVOID PODIG AD SHL BE RESTORED TO EAR ATUR OR PRE-COSTRUCTIO CODITIOS. 8. THE COTRACTOR SHL CODUCT HIS COSTRUCTIO OPERATIOS I SUCH A MAER THAT STORM OR OTHER WATERS MAY PROCEED UITERRUPTED OG THE STREET OR DRAIAGE COURSES. COSTRUCTIO SITES SHL BE MAITAIED I SUCH A CODITIO THAT A UATICIPATED STORM DS OT CARRY WASTES OR POLLATS OFF THE SITE. SUCH "DISCHARGES" OF MATERI OTHER THA STORM WATER ARE LOWED OLY WHE ECESSARY FOR PERFORMACE AD COMPLETIO OF COSTRUCTIO PRACTICES AD WHERE THEY DO OT: CAUSE OR COTRIBE TO A VIOLATIO OF AY WATER QUITY STADARD; CAUSE OR THREATE TO CAUSE POLLIO, COTAMIATIO, OR UISACE; OR COTAI A HAZARDOUS SUBSTACE I A QUATITY REPORTABLE UDER FEDER REGULATIOS 4 CFR PARTS AD. MATERIS WHICH MAY HAVE EFFECTS OF POLLIO ICLUDE B ARE OT LIMITED TO: SOLID OR LIQUID CHEMIC SPILLS; WASTES FROM PAITS, STAIS, SEATS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AD SOLVETS; ASBESTOS FIBERS, PAIT FLAKES OR STUCCO FRAGMETS; FUELS, OILS, LUBRICATS, AD HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMET WASH WATER AD COCRETE WASH WATER; COCRETE DETERGET OR FLOATABLE WASTES; WASTES FROM AY EGIE/EQUIPMET STEAM CLEAIG OR CHEMIC DEGREASIG, AD SUPER CHLORIATED WATER LIE FLUSHIGS. DURIG COSTRUCTIO, DISPOS OF SUCH MATERIS SHOULD OCCUR I A SPECIFIED AD COTROLLED TEMPORARY AREA OSITE PHYSICLY SEPARATED FROM POTETI STORM WATER RU-OFF, WITH ULTIMATE DISPOS I ACCORDACE WITH LOC, STATE AD FEDER REQUIREMETS. 9. COTRACTOR SHL DEMOSTRATE EXTREME CAIO WHE TRECHIG I CLOSE PROXIMITY TO OTHER ILITIES. AY SIG OF DEGRADATIO OF THE TRECH WL ITEGRITY WILL OT BE TOLERATED AD WILL FORCE THE STOPPAGE OF WORK IL THE TRECH ITEGRITY IS ADEQUATELY RESTORED.. VVE CAS AD MAHOLES TO BE ADJUSTED TO GRADE AFTER FI PAVIG.. L BURIED D.I. PIPE, VVES, FITTIGS, ETC. SHL BE WRAPPED I TWO LAYERS OF POLYETHYLEE PER THE PROJECT SPECIFICATIOS.. SH DOW OF EXISTIG LIES TO FACILITATE COECTIO TO EXISTIG FACILITIES SHL BE COORDIATED WITH THE DISTRICT.. COTRACTOR SHL VERIFY THE HORIZOT AD VERTIC LOCATIO OF L POITS OF COECTIO PRIOR TO COMMECIG COSTRUCTIO. SEE GEER OTE O. 7.. AIR RELEASE AD VACUUM VVE ASSEMBLIES SHL BE ISTLED I ACCORDACE WITH EMWD STD DWG B-7, TYPE "B". 4. ISTL LOCATOR WIRE OVER WATER MAI PER EMWD STD DWG B-.. BLOW-OFF ASSEMBLIES SHL BE ISTLED I ACCORDACE WITH EMWD STD DWG B-7.. L PVC PIPE THROUGH ICH SHL BE TYPE C-9, DR 8, EXCEPT WHERE OTED OTHERWISE. PIPE SHL COFORM TO AWWA SPECIFICATIOS. 8 ICH AD LARGER SHOULD BE C-9, DR 8.. FITTIGS FOR PVC PIPE SHL BE DUCTILE OR GRAY IRO. FITTIGS SHL BE FLAGED, BOLTED MECHAIC JOITS, OR PUSH-O JOITS, AD SHL BE CEMET MORTAR LIED AD TAR (SE) COATED PER EMWD STADARDS AD SPECIFICATIOS. 8. L DUCTILE OR GRAY IRO FITTIGS SHL BE POLYETHYLEE ECASED AT THE TIME OF ISTLATIO PER EMWD STADARDS AD SPECIFICATIOS. 9. A JOIT RESTRAIT DEVICE SHL BE USED O L MAI LIE PIPE JOITS WITHI SPECIFIED LIMITS AD L JOITS OR WATER APPURTEACE LATERS OFF MAI LIE PER EMWD STD DWG B-. 8//8 REVISIOS BASIS OF BEARIGS THE BASIS OF BEARIGS FOR THIS SURVEY IS CIFORIA STATE PLAE COORDIATES AD8 ZOE DETERMIED LOCLY BY STATIC GPS OBSERVATIOS BETWEE GS CORS STATIO PID AF984 AD DG974. SAID LIE BEARS 7'8" E (EPOCH:.) BECHMARK COY OF RIVERSIDE BECH MARK o. H 8 RESET (PID DX9) A " UMIUM DISC STAMPED: "RIV CO SURV BM H 8 RESET APRIL 98" SET I THE TOP OF A COCRETE POST UP.', AT THE SOHESTERLY CORER OF SATE STREET AD SEVETH STREET, FEET WEST OF THE CETERLIE OF STATE STREET AD FEET SOH OF SEVETH STREET, FEET ORTH OF TRAFFIC SIG LIGHT POST. ELEVATIO:.7 (AVD88) DISCLAIMER THESE DOCUMETS HAVE BEE PREPARED FOR A SPECIFIC PROJECT AD SHL EITHER BE TERED OR REUSED FOR AY OTHER PURPOSE. SO, THESE DOCUMETS DO OT REPRESET AS-BUILT CODITIOS. IF THESE DOCUMETS ARE TERED ITETIOLY OR UITETIOLY, OR REUSED WITHO THE DESIG EGIEER'S WRITTE APPROV, IT WILL BE AT THE SOLE RISK AD RESPOSIBILITY OF THE USER. THE ACT OF TERIG OR REUSIG IS COSTRUED AS IDEMIFYIG AD HOLDIG THE DESIG EGIEERIG FIRM AD ITS EMPLOYEES HARESS FROM L CLAIMS, DAMAGES, AD EXPESES, ICLUDIG ATTOREY FEES, ARISIG O OF SUCH ACT. ABA AC ACP AWWA ASSY AC BC BFV BOP BO CB CDF C L OR CL CF CG C&C CLR CL CP CSP COC CORP CMB CPTS DIA OR Ø DIP DTL DW DWG EC EL OR ELEV EP EXIST FLG FH FG FOC FS GB GV G.D. HORIZ ABADOED ASPHT COCRETE ASBESTOS CEMET PIPE AMERICA WATER WORKS ASSOCIATIO ASSEMBLY ASPHT COCRETE BEGIIG OF CURVE BTERFLY VVE BOTTOM OF PIPE BLOWOFF ASSEMBLY CATCH BASI COTROL DESITY FILL CETERLIE CETER GRADE CEMET MORTAR LIED & COATED CLEAR DISTACE CLASS CATHODIC PROTECTIO CORRUGATED STEEL PIPE COCRETE CORPORATIO CRUSHED MISCELLAEOUS BASE CATHODIC PROTECTIO TEST STATIO DIAMETER DUCTILE IRO PIPE DETAIL DOMESTIC WATER DRAWIG ED OF CURVE ELEVATIO EDGE OF PAVEMET EXISTIG FLAGE ED FIRE HYDRAT FIISHED GRADE FACE OF CURB FIISHED SURFACE GRADE BREAK GVAIZED GROOVED ED HORIZOT O. IITIS DESCRIPTIO APP'D/ IE IV LF LT IVERT ELEVATIO IVERT LIEAR FEET LEFT ABBREVIATIOS MH MI MAX MJ IC TS PC PCC PE PH PO PRC PROP PRV PSI PT PVC R RCWD RED REF REQ'D REV RCP RT RSGV RW R/W ROW S SS SCCP SD SF SHT SPPWC ST STA STD STL TC TOC TOG TOP TYP VERT VCP W MAHOLE MIIMUM MAXIMUM MECHAIC JOIT OT I COTRACT OT TO SCE POIT OF CURVATURE PORTLAD CEMET COCRETE PLAI ED POTHOLE PUSH-O TYPE JOIT POIT OF REVERSE CURVATURE PROPOSED PRESSURE REDUCIG VVE POUDS PER SQUARE ICH POIT OF TAGET POLYVIYL CHLORIDE RADIUS RACHO CIFORIA WATER DISTRICT REDUCER REFERECE REQUIRED REVISED REIFORCED COCRETE PIPE RIGHT RESILIET-SEATED GATE VVE RECYCLED WATER RIGHT OF WAY RIGHT OF WAY SLOPE SAITARY SEWER STEEL COCRETE CYLIDER PIPE STORM DRAI SQUARE FEET SHEET STADARD PLAS FOR PUBLIC WORKS COSTRUCTIO STREET STATIO STADARD STEEL TOP OF CURB TOP OF COCRETE TOP OF GRATE TOP OF PIPE TYPIC VERTIC O CETER WEST WATER SERVICE MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER OTIFICATIOS COTRACTOR SHL OTIFY THE FOLLOWIG AGECIES AT LEAST 48 HOURS I ADVACE OF STARTIG COSTRUCTIO: UDERGROUD SERVICE ERT (USA) (8) 7- CITY OF MOREO VLEY (9) 4- RIVERSIDE COY FLOOD COTROL (9) 9- (9) TIME WARER CABLE () 9-8 SOHER CIFORIA GAS COMPAY () 44- SOHER CIFORIA EDISO (SCE) (74) VERIZO (8) L PERMIT AGECIES PROJECT EG. ISPECTIO OPERATIOS MAITEACE IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: AS OTED SHT SEQ. SHT # SHEET IDEX SHEET TITLE G- TITLE SHEET, LOCATIO AD VICIITY MAP G- GEER OTES, SHEET IDEX, LEGED AD ABBREVIATIOS G- HORIZOT COTROL 4 C- WELL PIPELIE PLA AD PROFILE STA TO STA 8+. C- WELL PIPELIE PLA AD PROFILE STA 8+. TO STA 7+. C- WELL PIPELIE PLA AD PROFILE STA 7+. TO STA +4.± 7 C-4 WELL PIPELIE PLA AD PROFILE STA +. TO STA +9.± 8 C- WELL PIPELIE PLA AD PROFILE STA +. TO STA +. 9 C-A WELL PIPELIE PLA AD PROFILE STA 4+4. TO STA C- WELL PIPELIE PLA AD PROFILE STA +. TO STA 9+47.± C-7 8" WATER LIE PLA AD PROFILE STA +. TO STA +47.7± C- PIPELIE CROSS SECTIOS D- COECTIO DETAILS 4 D- MISCELLAEOUS DETAILS W RAW SS UE G SD x x x x LEGED EW PIPELIE CETERLIE RIGHT-OF-WAY PROPERTY LIE DOMESTIC WATER RAW WATER SAITARY SEWER STORM DRAI FECE EMWD EASEMET RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES CURB AD GTER GEER OTES, SHEET IDEX, LEGED AD ABBREVIATIOS UDERGROUD TELEPHOE UDERGROUD ELECTRIC GAS OVERHEAD ELECTRIC CABLE REDUCER RESILIET-SEATED GATE VVE SEWER MAHOLE VVE HOT TAP FIRE HYDRAT STREET LIGHT AIR RELEASE VVE BLOW-OFF LOCATOR WIRE BOX VAULT SURVEY MOUMET OR AIL ILITY BOX THRUST BLOCK ILITY POLE PM TREE TREE W.O SPEC. W S.A. 4 SHT. OF 4 4 D-947 G- Bar Measures inch X 4

3 HORIZOT COTROL TABLE O. orthing Easting DESCRIPTIO STATIO ATOIO ESTUDILLO ELEMETARY SCHOOL " PVC, C-9, DR-8 RAW WATER 9 " PVC, C-9, DR-8 RAW WATER (SEE SHT C-4) DOA WAY AP: 47-- AP: FURE WELL STUB UP/BEGI COSTRUCTIO AGLE POIT AGLE POIT AGLE POIT AGLE POIT TEE TEE/BEGI COSTRUCTIO /+. 8 E 7TH ST 8''RAW 8''RAW 8''RAW 8''RAW ED COSTRUCTIO ED COSTRUCTIO BEGI COSTRUCTIO " PVC, C-9, DR-8 RAW WATER (SEE SHTS C- TO C-) 8" PVC, C-9, DR-8 RAW WATER (SEE SHTS C- TO C-) 7 FURE WELL (WELL 8) LAS ROSAS DR EXISTIG 8" RAW WATER ED COSTRUCTIO STUB UP/BEGI COSTRUCTIO TEE/ED COSTRUCTIO STUB UP/BEGI COSTRUCTIO AGLE POIT AGLE POIT AGLE POIT TEE/ED COSTRUCTIO SHAVER ST HEWITT ST 8" PVC, C-9, DR-8 RAW WATER (SEE SHTS C- TO C-) SECOD ST " WATER LIE EXTESIO (SEE DTL O SHT D-) AP: 47-- FURE WELL " PVC, C-9, DR-8 RAW WATER (SEE SHT C-A) EVAS ST TIMOTHY ST 4 FURE WELL AP: 4-- ORTH MOAI MIDDLE SCHOOL " PVC, C-9, DR-8 RAW WATER (SEE SHT C- TO C-) 9//8 9:48:44 AM - P:\9\-9-\CAD\SHEETFILES\PHASE\G--HORIZCOTROL.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89-8//8 HORIZOT COTROL TS REVISIOS O. IITIS DESCRIPTIO APP'D/ 8 MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER PROJECT EG. ISPECTIO OPERATIOS MAITEACE " RAW EXISTIG " RAW WATER IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: AS OTED RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES HORIZOT COTROL W.O SPEC. W S.A. 4 SHT. OF 4 4 D-948 G- Bar Measures inch X 4

4 MATCHLIE STA 8+. SEE SHT C- FOR COTIUATIO 9 RESTRAI L JOITS PER EMWD STD DWG B- (48 LF) STA REMOV LIMITS OF 4" ACP WATERLIE (SEE OTE 4) 8 7 FURE RAW WATER BEGI COSTRUCTIO STA CG ELEV 7. STUB-UP ABOVE FS PER DTL O SHT D- AD LOCATOR WIRE JUCTIO BOX STA 9+7. " BLOW-OFF ASSY S=. GB STA " PVC, C-9, DR 8 REMOVE AD REPLACE I KID EXIST CHAI LIK FECE WITH PRIVACY SLATS. SEE OTE " IRR ABA STA +.7 x x " G 8" W " W 4" W ABA GB STA +8.7 CG ELEV 77.9 FS EXIST 8" SEWER EXIST FS OVER CL OF PIPE " G STA +8. LOCATOR WIRE JUCTIO BOX " IRR S=. ABA " W GB STA CG ELEV S=.8 MATCHLIE STA 8+. SEE SHT C- FOR COTIUATIO HORIZ: "=4' VERT: " = 4' REMOVE AD DISPOSE ITERFERIG PORTIOS OF EXIST 4" ACP W (ABA) (EMWD DWG D-4) SEE OTE 4 STA +8. LOCATOR WIRE JUCTIO BOX E. SHAVER ST. CAMIO LOS BAOS COSTRUCTIO OTES 9//8 9:49: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C--PIPELIEPLAADPROFILE-A.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA 8" PVC, C-9, DR 8 9' EAST OF PL EXIST CHAI LIK FECE FURE RAW WATER FURE WELL BLOWOFF ''G 4''W 8' 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- EXIST 4" W PER EMWD DWG C-7 8' 9 '± ' ' 4''W 8//8 STA CURB FACE A C- ' ' 8" PVC, C-9, DR 8 ' SOH OF CL STA 9+7. " BLOW-OFF ASSY FURE WELL ' BEGI COSTRUCTIO STA COSTRUCT STUB-UP PER DTL O SHT D- AD LOCATOR WIRE JUCTIO BOX STA +8.7 ''IRR(ABA) ''IRR(ABA) REVISIOS O. IITIS DESCRIPTIO APP'D/ 4''W (ABA) 4''W (ABA) 4''W (ABA) 4''W (ABA) 4''W (ABA) ' ' STA +.7 ''IRR(ABA) 8 ' EXIST " IRR (ABA) PER EMWD 4 EXIST 8" W PER EMWD DWG D-4 EXIST " W PER CITY OF SA JACITO DG SJ-7 EXIST PER CITY OF SA JACITO DWG SJ-7 EXIST " IRR (ABA) PER EMWD DWG D-4 REMOVE AD REPLACE I KID ITERFERIG PORTIOS OF EXIST SIDEWK APPROX 4 LF (SEE OTE ) REMOVE AD REPLACE I KID EXIST CHAI LIK FECE WITH PRIVACY SLATS, SEE OTE EXIST " IRR (ABA) PER EMWD DWG D-4 RR(ABA) CAIO: ELECTRIC (SEE OTE ) ''W MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 ''IRR(ABA) ''IRR(ABA) PROJECT MAAGER 8 8" PVC, C-9, DR 8 4' ORTH OF CL CAIO: ELECTRIC (SEE OTE ).' 4.' B C- PROJECT EG. ISPECTIO OPERATIOS MAITEACE ' ' ' CAIO: ELECTRIC (SEE OTE ) IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 O DESIGED: DRAW: " = 4' 8 COSTRUCT 8" C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. COTROL DESITY FILL PER DTL O SHT D- COSTRUCT 8" 9 DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " BLOW-OFF PER EMWD STD DWG B-7 COSTRUCT LOCATOR WIRE JUCTIO BOX PER EMWD STD DWG B- PLUG EXISTIG PIPE WITH COCRETE (MI " ITO PIPE) AD ECASE PIPE ED WITH COCRETE " I L DIRECTIOS. OTE:. COTRACTOR SHL DEMOSTRATE EXTREME CAIO WHE WORKIG EAR EXISTIG OVERHEAD ELECTRIC POWER LIES.. COTRACTOR SHL REPLACE THE EXISTIG CHAI LIK FECE PER EMWD STD DWG D-7. PRIVACY SLATS SHL MATCH THE COLOR AD SIZE OF EXISTIG.. COTRACTOR SHL REPLACE EXISTIG SIDEWK PER COY OF RIVERSIDE STADARD PLA O CTIG OF ACP IS OT LOWED. COTRACTOR SHL REMOVE ACP TO THE EAREST JOIT, AD COMPLY WITH L JURISDICTIO AGECY REQUIREMETS FOR PROPERLY DISPOSIG OF PIPE. SEE SPECI CODITIOS. RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES WELL PIPELIE PLA AD PROFILE STA TO STA 8+. ' 4' 8' " = 4' W.O SPEC. W S.A. 4 SHT. 4 OF 4 4 D-949 C- Bar Measures inch X 4

5 MATCHLIE STA 8+. SEE SHT C- FOR COTIUATIO REMOV LIMITS OF 4" ACP WATERLIE (SEE OTE 4) STA 4+ RESTRAI L JOITS PER EMWD STD DWG B- ( LF) (SIZE UKOW) (PH #) STA MATCHLIE STA 8+. SEE SHT C- FOR COTIUATIO S=.8 8" W GB STA 9+. CG ELEV 8.4 UE (SIZE UKOW) (PH #4) " G EXIST " WATER S=.98 8" W " G EXIST 8" SEWER EXIST FS OVER CL OF PIPE " FS 8" PVC, C-9, DR 8 STA + STA + STA +. LOCATOR WIRE JUCTIO BOX " W " FS GB STA +.78 CG ELEV 88. COMBIED PT " W " IRR ABA S=.8 GB STA +.4 CG ELEV 9. S=-. S=.7 GB STA CG ELEV9.7 STA +8. " AV / ARV ASSY MATCHLIE STA 7+. SEE SHT C- FOR COTIUATIO MATCHLIE STA 7+. SEE SHT C- FOR COTIUATIO COSTRUCTIO OTES HORIZ: "=4' VERT: " = 4' COSTRUCT 8" C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. 9//8 9:49: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C--PIPELIEPLAADPROFILE-A.DWG - WOJTASZEK, RUSS EXIST 8" W PER CITY OF SA JACITO DWG SJ-7 REMOVE AD DISPOSE OF ITERFERIG PROTIOS OF EXIST 4" ACP W (ABA) (EMWD DWG D-4) SEE OTE 4 8 ' ''W UDERGROUD SERVICE ERT OF SOHER CIFORIA MIRAMAR AVE 4' 9 EXIST 8" W PER EMWD DWG D-4 8" PVC, C-9, DR 8 4' ORTH OF CL EXIST " IRR (ABA) PER EMWD DWG D-4 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- UE UE 8//8 UE ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) EXIST PER CITY OF SA JACITO DWG SJ-7 EXIST 4" W PER EMWD DWG C-7 4''W 8" PVC, C-9, DR 8 ' SOH OF CL ' ' ' CAIO: ELECTRIC (SEE OTE ) EXIST 8" W PER CITY OF SA JACITO DWG SJ-7 EXIST " W PER CITY OF SA JACITO DWG SJ-7 ' EXIST PER CITY OF SA JACITO DWG SJ-7 4''W 4''W 8' KARLIE A CT EXIST PER CITY OF SA JACITO DWG SJ-7 C C- REMOVE AD REPLACE EXIST COC SPADREL STA +± PULL JOITS 4' 8" PVC, C-9, DR 8 POTABLE WATERLIE SEE SHT C-7 REVISIOS O. IITIS DESCRIPTIO APP'D/ 4''W CAIO: ELECTRIC (SEE OTE ) E. SHAVER ST. PULL JOITS 8" PVC, C-9, DR 8 ' EAST OF CL 4 EXIST " W PER EMWD DWG D-4 STA +. LOCATOR WIRE JUCTIO BOX ' STA +.± PULL JOITS EXIST POWER POLE (SEE OTE ) 4 4''W ' ' ' PROPERTY LIE EXIST CHAI LIK FECE EXIST POWER POLE (SEE OTE ) 8.'± ' STA +8. AV/ARV ASSY OVERHEAD TREE COVER. COTRACTOR SHL PRUE, REMOVE AD DISPOSE ITERFERIG CAOPY B (SEE OTE ) REMOVE AD REPLACE EXIST AC CURB AD COC SIDEWK (SEE OTE ) STA +.78 MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 ''W EXIST " W PER EMWD DWG C-7 EXIST 8" W PER EMWD DWG D- PROJECT MAAGER EXIST GUY WIRE (SEE OTE ) EXIST " W PER EMWD CAIO: ELECTRIC (SEE OTE ) E TIMOTHY DR PROJECT EG. ISPECTIO OPERATIOS MAITEACE ''W ' ' IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 ' EXIST PER EMWD DWG D- DESIGED: DRAW: ' " = 4' OTE:. COTRACTOR SHL DEMOSTRATE EXTREME CAIO WHE WORKIG EAR EXISTIG OVERHEAD ELECTRIC POWER LIES.. WHERE EXISTIG GUY WIRE ITERFERES WITH COSTRUCTIO ACTIVITIES THE COTRACTOR SHL COORDIATE WITH SCE AD PROVIDE TEMPORARY SUPPORT OF POLE. IF GUY WIRE IS DAMAGED DURIG COSTRUCTIO THE COTRACTOR SHL REPLACE I KID.. COTRACTOR SHL REPLACE EXISTIG SIDEWK PER COY OF RIVERSIDE STADARD PLA O. 4. AC CURB SHL BE REPLACED I KID TO MATCH EXISTIG. 4. CTIG OF ACP IS OT LOWED. COTRACTOR SHL REMOVE ACP TO THE EAREST JOIT, AD COMPLY WITH L JURISDICTIO AGECY REQUIREMETS FOR PROPERLY DISPOSIG OF PIPE. SEE SPECI CODITIOS.. BETWEE STA + AD 7+ THE PROJECT IS I A AREA WITH MATURE TREES. THE COTRACTOR SHL ASSUME ROOTS WILL BE ECOERED DURIG EXCAVATIO. TREE ROOTS LARGER THA " SHL BE CLEY C BY HAD WITH A SHARP SAW OR PRUIG TOOL. CS SHL BE MADE AT RIGHT AGLES TO THE ROOT. COTROL DESITY FILL PER DTL O SHT D- COSTRUCT 8" 9 DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " AIR RELEASE AD VACUUM VVE ASSEMBLY PER EMWD STD DWG B-7 COSTRUCT LOCATOR WIRE JUCTIO BOX PER EMWD STD DWG B- RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES WELL PIPELIE PLA AD PROFILE STA 8+. to STA 7+. ' 4' 8' " = 4' W.O SPEC. W S.A. 4 SHT. OF 4 4 D-9 C- Bar Measures inch X 4

6 MATCHLIE STA 7+. SEE SHT C- FOR COTIUATIO 8''RAW STA 7+ RESTRAI L JOITS PER EMWD STD DWG B- (4± LF) REMOVE AD REPLACE I KID EXIST CHAI LIK FECE (SEE OTE ) x x EXIST FS OVER C OF PIPE L STA +4. STA +.± RESTRAI L JOITS PER EMWD STD DWG B- (± LF) STA +.4± 9 8 MATCHLIE STA 7+. SEE SHT C- FOR COTIUATIO S=-. STA 9+. LOCATOR WIRE JUCTIO BOX STA " X " TEE CG ELEV 9. GB STA 9+. CG ELEV 89.8 GB STA 9+. " AV/PRV ASSY S=-. 8" PVC, C-9, DR 8 GB STA +.8 CG ELEV 8. STA +. " BLOW-OFF S=. STA +. CG ELEV 8.7 8" TEE ED COSTRUCTIO STA +4. FURE COECTIO PER DTL O SHT D- STA +. CG ELEV 8.7 8" TEE S=-.989 STA +. CG ELEV 8.8. DI BED 7 STA +. CG ELEV DI BED S=. STA +9. CG ELEV DI BED 7 S=.989 STA +.9 CG ELEV DI BED 7 8" RAW (PH #) STA +.4± CG ELEV 8.8± COECT TO EXIST 8" PER DTL O SHT D- 9 8 " PVC, C-9, DR HORIZ: "=4' VERT: " = 4' COSTRUCTIO OTES COSTRUCT 8" C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. 9//8 9:49:4 AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C--PIPELIEPLAADPROFILE-A.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA 8" PVC, C-9, DR 8 ' EAST OF PL OVERHEAD TREE COVER. COTRACTOR SHL PRUE, REMOVE AD DISPOSE ITERFERIG PORTIOS OF CAOPY (SEE OTE ) 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- STA 9+. LOCATOR WIRE JUCTIO BOX PROPERTY LIE EXIST FECE COSTRUCT STUB-UP PER DTL O SHT D- ' 8//8 STA " X " TEE REMOVE AD REPLACE I KID EXIST CHAI LIK FECE SEE OTE STA 9+. " AV / ARV ASSY FURE WELL ' REVISIOS EXIST WELL 8 8''RAW O. IITIS DESCRIPTIO APP'D/ 9 APPROXIMATE LIMITS OF '± WIDE DIRT DRAIAGE SWE, (SEE OTE ) 89 9 ED COSTRUCTIO STA +4. FURE COECTIO PER DTL O SHT D- STA +. " BLOW-OFF ASSY 9 9 STA +. (8" PVC) STA +. (" PVC) 8" X " TEE PER DTL O SHT D- STA +.4± COECT TO EXIST 8" PER DTL O SHT D- 8''RAW ' 9' UE UE UE 89' MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 E 7TH ST. PROJECT MAAGER 74' UE UE PROJECT EG. ISPECTIO OPERATIOS MAITEACE " PVC, C-9, DR 8 (ITERIM) 9' SOH OF PL FURE 8" RAW WATER FURE " RAW WATER IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: " = 4' 7 OTES:. PRIOR TO EXCAVATIO, THE COTRACTOR SHL SURVEY THE LIMITS AD FLOW LIE OF THE EXISTIG DRAIAGE SWE. PORTIOS OF THE EXISTIG SWE DAMAGED DURIG COSTRUCTIO SHL BE RESTORED TO THEIR EXISTIG CODITIO.. BETWEE STA 7+ AD +4. THE PROJECT IS I A AREA WITH MATURE TREES. THE COTRACTOR SHL ASSUME ROOTS WILL BE ECOERED DURIG EXCAVATIO. TREE ROOTS LARGER THA " SHL BE CLEY C BY HAD WITH A SHARP SAW OR PRUIG TOOL. CS SHL BE MADE AT RIGHT AGLES TO THE ROOT.. COTRACTOR SHL REPLACE THE EXISTIG CHAI LIK FECE WITH BARBED WIRE PER EMWD STD DWG D-7. COSTRUCT " C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. COSTRUCT ". DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT FLAGE COUPLIG ADAPTER (RESTRAIED) COSTRUCT 8" X " DI TEE, FLG X FLG, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " BLOW-OFF PER EMWD STD DWG B-7 COSTRUCT " AIR RELEASE AD VACUUM VVE ASSEMBLY PER EMWD STD DWG B-7 COSTRUCT LOCATOR WIRE JUCTIO BOX PER EMWD STD DWG B- COSTRUCT " RESILIET-SEATED GATE VVE, FLG X MJ, PER EMWD STD DWG B- COSTRUCT 8" BTERFLY VVE, FLG X MJ, PER EMWD STD DWG B-77 COSTRUCT 8" CAP (MJ) AD MJ ADAPTER (RESTRAIED) PER EMWD STD DWG B- RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES WELL PIPELIE PLA AD PROFILE STA 7+. to STA +4.± ' 4' 8' " = 4' W.O SPEC. W S.A. 4 SHT. OF 4 4 D-9 C- Bar Measures inch X 4

7 RESTRAI L JOITS PER EMWD STD DWG B- (9 ± LF) REMOVE AD REPLACE I KID EXIST CHAI LIK FECE (SEE OTE ) x x EXIST FS OVER CL OF PIPE 9 " W (PH #9) 9 8" RAW S=-.4 8 BEGI COSTRUCTIO STA +. CG ELEV 9. STUB-UP ABOVE FS PER DTL O SHT D- STA +9.± CG ELEV 9.± COECT TO EXIST 8" PER DTL O SHT D- 8 " PVC, C-9, DR HORIZ: "=4' VERT: " = 4' E. 7TH ST 9//8 9:49:47 AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C-4-PIPELIEPLAADPROFILE-B.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA STA +. BEGI COSTRUCTIO COSTRUCT STUB-UP PER DTL O SHT D- FURE WELL DOA WY. 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- EXIST " W PER EMWD DWG C-7 AD D-849 REMOVE AD REPLACE I KID EXIST CURB, GTER, SIDEWK (SEE OTE ) EXIST " IRR (ABA) PER EMWD DWG D-849 REMOVE AD REPLACE I KID EXIST CHAI-LIK FECE AD PRIVACY SLATS, SEE OTE EXIST " IRR (ABA) PER EMWD DWG D-849 ''IRR ''IRR ''IRR ''IRR ''IRR ''IRR 8//8 88' 8''RAW 8''RAW 8''RAW 8''RAW ' ' EXIST PER EMWD DWG SD-9 EXIST 8" RAW WATER AD TELEMETRY CABLE PER EMWD DWG D-78 AD D-787 STA +9.± COECT TO EXIST 8" PER DTL O SHT D- REVISIOS O. IITIS DESCRIPTIO APP'D/ " PVC, C-9, DR8 ' EAST OF DOA WAY CL MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER PROJECT EG. ISPECTIO OPERATIOS MAITEACE IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: COSTRUCTIO OTES OTES:. COTRACTOR SHL REPLACE EXISTIG SIDEWK PER COY OF RIVERSIDE STADARD PLA O. 4. " CURB AD GTER SHL BE REPLACED PER COY OF RIVERSIDE STADARD PLA O... COTRACTOR SHL REPLACE THE EXISTIG CHAI LIK FECE PER EMWD STD DWG D-7, PRIVACY SLATS SHL MATCH COLOR AD SIZE OF EXISTIG. " = 4' COSTRUCT " C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. COTROL DESITY FILL PER DTL O SHT D- COSTRUCT LOCATOR WIRE JUCTIO BOX PER EMWD STD DWG B- RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES WELL PIPELIE PLA AD PROFILE STA + to STA +9.± ' 4' 8' "=4' W.O SPEC. W S.A. 4 SHT. 7 OF 4 4 D-9 C-4 Bar Measures inch X 4

8 ' EASEMET MATCHLIE STA +. SEE SHT C- FOR COTIUATIO 9 BEGI COSTRUCTIO STA + CG ELEV 9.9 STUB-UP ABOVE FS PER DTL O SHT D- RESTRAI L JOITS PER EMWD STD DWG B- ( LF) S=. " RAW WELL SUPPLY STA +. " BLOW-OFF ASSY STA + " PVC, C-9, DR 8 WELL BLOW-OFF STA + RESTRAI L JOITSPER EMWD STD DWG B- (4 LF) S=. " G GB STA CG ELEV (PH #4) /" G STA + EXIST " SEWER 4" (PH #4) /" G EXIST FS OVER CL OF PIPE STA +. LOCATOR WIRE JUCTIO BOX /" G S=. /4" G /" G 4" UE (PH #4) GB STA 9+. CG ELEV 97. " G (PH #48) (DIP #) STA 9+4 " (PH #49) S=.84 GB STA 9+7. CG ELEV 98.9 RESTRAI L JOITS PER EMWD STD DWG B- ( LF) /" G STA 9+8. () 4" UE (PH #) STA S=.8 STA +4 MATCHLIE STA +. SEE SHT C- FOR COTIUATIO HORIZ: "=4' VERT: " = 4' 9//8 9:: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C--PIPELIEPLAADPROFILE-C.DWG - WOJTASZEK, RUSS STA +. BEGI COSTRUCTIO COSTRUCT STUB-UP PER DTL O SHT D- 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA FURE WELL EXIST WL COSTRUCTIO OTES 8 FURE " RAW WATER EXIST GATE STA + " BLOW-OFF ASSY 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- EXIST CHAI LIK FECE " PVC, C-9, DR 8 WELL BLOW-OFF ' WEST OF EASEMET " PVC, C-9, DR 8 RAW WELL SUPPLY SEE SHT C-A COSTRUCT " C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. COSTRUCT " 9 DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " 4 DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " BLOW-OFF PER EMWD STD DWG B-7 COSTRUCT LOCATOR WIRE JUCTIO BOX PER EMWD STD DWG B- ' xx 7 ' OTES: 8//8 EXIST GATE EXIST TREE STUMPS (TYP) SEE OTE MATCHLIE STA +. SEE ABOVE RIGHT. COTRACTOR SHL POTHOLE AD LOCATE EXISTIG PARLEL GAS LIE PRIOR TO COSTRUCTIO.. COTRACTOR SHL DEMOSTRATE EXTREME CAIO WHE TRECHIG EAR EXISTIG GAS LIE. AY SIG OF DEGRADATIO OF THE TRECH WL ITEGRITY WILL OT BE TOLERATED AD WILL FORCE THE STOPPAGE OF WORK IL THE TRECH ITEGRITY IS ADEQUATELY RESTORED. xx A C-A " PVC, C-9, DR 8 RAW WELL SUPPLY SEE SHT C-A REVISIOS MATCHLIE STA +. SEE BELOW LEFT REMOVE AD REPLACE I KID EXIST CURB, GTER AD SIDEWK. SEE OTE 4. BETWEE STA + AD 4+ THE PROJECT IS EXPECTED TO ECOER ROOTS FROM ADJACET TREE STUMPS DURIG EXCAVATIO. 4. COTRACTOR SHL REPLACE EXISTIG SIDEWK PER COY OF RIVERSIDE STADARD PLA O. 4. " CURB AD GTER SHL BE REPLACED PER COY OF RIVERSIDE STADARD PLA O.. O. IITIS DESCRIPTIO APP'D/ ''G ''G ''G ''G ''G ''G ''G ''SS ''SS ''SS ''SS ''SS FURE " RAW WATER " PVC, C-9, DR 8 WELL BLOW-OFF.' ORTH OF CL MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 EXIST GATE 4 ' ' STA UE UE UE UE UE UE EXIST MAHOLE EXIST CHAI LIK FECE SPPWC STD PLA - EXIST GAS LIE (SEE OTES & ) D C ' 4.'.'.' ' ' ' PROJECT MAAGER E. EVAS ST. EXIST " SS PER EMWD DWG D-94 STA STA +. EXIST 8" W PER LOCATOR WIRE JUCTIO BOX EMWD DWG D-94 PROJECT EG. ISPECTIO OPERATIOS MAITEACE 4.' IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 EXIST " W PER EMWD DWG D-8 DESIGED: DRAW:.' " = 4' LAS ROSAS DR. ''G EXIST MAHOLE STA 9+8. RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES WELL PIPELIE PLA AD PROFILE STA +. TO STA +. UE 8 ' 4' 8' " = 4' W.O SPEC. W S.A. 4 SHT. 8 OF 4 4 D-9 C- Bar Measures inch X 4

9 STA 4+.4 EXIST FS OVER CL OF PIPE RESTRAI L JOITS PER EMWD STD DWG B- ( LF) STA 7+9± S=. S=-.88 " RAW WATERLIE FURE " RAW WATER FURE " RAW WATER 9 9 BEGI COSTRUCTIO GB STA 4+.4 CG ELEV GB STA 4+.4 CG ELEV " PVC, C-9, DR 8 STA 7+7. " AV / ARV ASSY GB STA CG ELEV 9.48 GB STA CG ELEV STA ED COSTRUCTIO STA 7+9.7± CG ELEV HORIZ: "=4' VERT: " = 4' 9//8 9::7 AM - O:\PROJECTS\IRVIE\9\-9-\CAD\SHEETFILES\PHASE\C-A-PIPELIEPLAADPROFILE-C.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA E. EVAS ST UE UE UE UE 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- ''W ' ' ' ''SS ''SS ''SS ''G ''G ''G M.'.'.' 8//8 FURE " RAW WATER BEGI COSTRUCTIO STA 4+.7 STA 4+.7 EXIST GATE " PVC, C-9, DR 8.' EAST OF PL 7 xx " PVC, C-9, DR 8 WELL BLOW-OFF SEE SHT C- EXIST TREE STUMPS (TYPIC) SEE OTE A C-A REVISIOS O. IITIS DESCRIPTIO APP'D/ xx FURE WELL EXIST GATE STA 7+7. " AV / ARV ASSY STA STA 7+9.7± ED COSTRUCTIO FURE " RAW WATER MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 A PROJECT MAAGER TYPIC COMBIED TRECH SECTIO TS OTES: 9" '-" " "Ø "Ø ". THE COTRACTOR IS EXPECTED TO ECOER ROOTS FROM ADJACET TREE STUMPS DURIG EXCAVATIO. PROJECT EG. ISPECTIO OPERATIOS MAITEACE '-" " IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 WELL BLOW-OFF BEDDIG AD BACKFILL PER EMWD STD DWG B-8B DESIGED: DRAW: " = 4' COSTRUCTIO OTES COSTRUCT " C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. COSTRUCT " 9 DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " BLOW-OFF PER EMWD STD DWG B-7 COSTRUCT " AIR RELEASE AD VACUUM VVE ASSEMBLY PER EMWD STD DWG B-7 COSTRUCT " CAP (MJ) AD MJ ADAPTER (RESTRAIED) PER EMWD STD DWG B- COSTRUCT ". DI BED, MJ X MJ, RESTRAI JOITS PER EMWD STD DWG B- WELL PIPELIE PLA AD PROFILE STA 4+.4 TO STA 8+4. ' 4' 8' " = 4' RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES W.O SPEC. W S.A. 4 SHT. 9 OF 4 4 D-94 C-A Bar Measures inch X 4

10 MATCHLIE STA +. SEE SHT C- FOR COTIUATIO 9 STA +4 MATCHLIE STA +. SEE SHT C- FOR COTIUATIO STA +7 ± RELOCATE STA +7 ± RELOCATE /" G /" G STA +. LOCATOR WIRE JUCTIO BOX /" G EXIST FS OVER CL OF PIPE S=.8 S=.8 S=.8 STA +8 ± RELOCATE STA +48 ± RELOCATE STA + ± RELOCATE STA +9 ± RELOCATE STA 4+9 ± RELOCATE STA + ± RELOCATE /" G STA +4 ± RELOCATE EXIST 8" SEWER STA +8 GB STA CG ELEV. RESTRAI L JOITS PER EMWD STD DWG B- (7± LF) S=-.8 STA 8+. " AV / ARV ASSY GB STA CG ELEV.8 STA 8+8. LOCATOR WIRE JUCTIO BOX S=. EXPOSE JOITS OF EXIST PIPE FOR ' AD RESTRAI L JOITS STA 9+47.± " RAW (PH #) STA 9+47.± CG ELEV. COECT TO EXIST " RAW WATERLIE PER DTL O SHT D- 9 " PVC, C-9, DR 8 WELL BLOW-OFF HORIZ: "=4' VERT: " = 4' 9//8 9::4 AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C--PIPELIEPLAADPROFILE-C.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA ''SS 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- E C- ' ' ' UE UE UE UE UE UE UE 8//8 STA +. LOCATOR WIRE JUCTIO BOX REVISIOS E. EVAS ST. O. IITIS DESCRIPTIO APP'D/ GILEO WAY REMOVE AD REPLACE I KID EXIST COCRETE CROSS GTER AD SPADREL (APPROX 7 SF) TO EAREST WEAKEED PLAE JOITS STA 8+8. LOCATOR WIRE JUCTIO BOX MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER STA 8+. " AV / ARV ASSY PROJECT EG. ISPECTIO OPERATIOS MAITEACE IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: " = 4' STA ± COECT TO EXIST " PER DTL O SHT D- ''G ''G ''G ''G ''G ''G ''G ''G ''G ''G ' ' ' UE UE UE UE UE UE UE UE UE UE COSTRUCTIO OTES EXIST " W PER EMWD DWG D-84 EXIST PER EMWD DWG D-9 COSTRUCT " C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. COSTRUCT " DI TEE, FLG X MJ, RESTRAI JOITS PER EMWD STD DWG B- COSTRUCT " AIR RELEASE AD VACUUM VVE ASSEMBLY PER EMWD STD DWG B-7 COSTRUCT LOCATOR WIRE JUCTIO BOX PER EMWD STD DWG B- " PVC, C-9, DR 8 WELL BLOW-OFF ' SOH OF CL COSTRUCT " RESILIET-SEATED GATE VVE, FLG X MJ, PER EMWD STD DWG B- RELOCATE SEWER LATER PER DTL O SHT D- ''SS EXIST PER EMWD DWG D- EXIST 8" W PER EMWD DWG D- 8" W " RAW VILLIES AVE ''RAW EXIST " RAW WATER EMWD RIVERSIDE COY, CIFORIA '' EXIST " W PER EMWD DWG D-84 EXPOSE JOITS OF EXIST PIPE FOR ' AD RESTRAI L JOITS SJVWB-ERRP PHASE A WELL PIPELIES WELL PIPELIE PLA AD PROFILE STA + to STA 9+47.± ' 4' 8' " = 4' W.O SPEC. W S.A. 4 SHT. OF 4 4 D-9 C- Bar Measures inch X 4

11 RESTRAI JOITS ' MI. PER EMWD ST B- RESTRAI JOITS ' PER EMWD STD B- 9 UE (SIZE UKOW) " G EXIST FS OVER CL OF PIPE 9 8 (S=.) BEGI COSTRUCTIO STA +. CG ELEV 84.8± JOI EXIST 8" WATERLIE " G " SERVICE S=. " SERVICE " SERVICE BEGI COSTRUCTIO STA CG ELEV 9.4± JOI EXIST 8" WATERLIE HORIZ: "=4' VERT: " = 4' COSTRUCTIO OTES 8 PLUG EXISTIG PIPE WITH COCRETE (MI " ITO PIPE) AD ECASE PIPE ED WITH COCRETE " I L DIRECTIOS. MIRAMAR AVE KARLIE A CT COSTRUCT 8" C-9 PVC PIPE, BACKFILL PER EMWD STD DWG B-8B. 9//8 9::9 AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C-7-8ICHPLAADPROFILE.DWG - WOJTASZEK, RUSS EXIST 8" W (ACP) PER EMWD DWG D-4 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA 4 UE UE 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- UE 8//8 ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) ''IRR(ABA) 4 BEGI COSTRUCTIO STA +. COECT TO EXIST 8"W (ACP) CAIO: ELECTRIC (SEE OTE ) EXIST PER CITY OF SA JACITO DWG SJ-7 4''W EXIST PER CITY OF SA JACITO DWG SJ-7 ' ' ' EXIST 8" W PER CITY OF SA JACITO DWG SJ-7 PROPOSED 8". SEE SHT C- EXIST " W PER CITY OF SA JACITO DWG SJ-7 ' 4''W 4''W 4''W 4''W REMOVE AD REPLACE EXIST AC CURB AD COCRETE SIDEWK I-KID ' EXIST PER CITY OF SA JACITO DWG SJ-7 CAIO: ELECTRIC (SEE OTE ) 8" PVC, C-9, DR 8 POTABLE WATERLIE ' SOH OF CL REVISIOS O. IITIS DESCRIPTIO APP'D/ 4 PULL JOITS E. SHAVER ST. REMOVE AD REPLACE EXIST AC CURB AD COCRETE SIDEWK I-KID ' ' ' CAIO: ELECTRIC (SEE OTE ) STA 4+78± PULL JOITS ' PROPERTY LIE PULL JOITS REMOVE AD REPLACE EXIST DRIVEWAY, GTER AD COCRETE PAELS I-KID. PROTECT EXIST DRIVEWAY PAVERS. 8 CAIO: ELECTRIC (SEE OTE ) ''W EXIST " W PER EMWD EXIST " W (ACP) PER EMWD DWG C-7 EXIST 8" W PER EMWD DWG D- ED COSTRUCTIO STA COECT TO EXIST "W (ACP) E MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 TIMOTHY DR PROJECT MAAGER PROJECT EG. ISPECTIO OPERATIOS MAITEACE IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: 4 OTE:. COTRACTOR SHL DEMOSTRATE EXTREME CAIO WHE WORKIG EAR EXISTIG OVERHEAD ELECTRIC POWER LIES.. WHERE EXISTIG GUY WIRE ITERFERES WITH COSTRUCTIO ACTIVITIES THE COTRACTOR SHL COORDIATE WITH SCE AD PROVIDE TEMPORARY SUPPORT OF POLE. IF GUY WIRE IS DAMAGED DURIG COSTRUCTIO THE COTRACTOR SHL REPLACE I KID.. COTRACTOR SHL REPLACE EXISTIG SIDEWK PER COY OF RIVERSIDE STADARD PLA O. 4. AC CURB SHL BE REPLACED I KID TO MATCH EXISTIG. 4. CTIG OF ACP IS OT LOWED. COTRACTOR SHL REMOVE ACP TO THE EAREST JOIT, AD COMPLY WITH L JURISDICTIO AGECY REQUIREMETS FOR PROPERLY DISPOSIG OF PIPE. SEE SPECI CODITIOS.. BETWEE STA + AD 4+ THE PROJECT IS I A AREA WITH MATURE TREES. THE COTRACTOR SHL ASSUME ROOTS WILL BE ECOERED DURIG EXCAVATIO. TREE ROOTS LARGER THA " SHL BE CLEY C BY HAD WITH A SHARP SAW OR PRUIG TOOL. CS SHL BE MADE AT RIGHT AGLES TO THE ROOT. " = 4' REMOVE AD DISPOSE EXIST TEE AD THRUST BLOCK. COSTRUCT COECTIO TO EXIST ACP PIPE WITH 8" X " DI REDUCER (FOT) MJ x MJ (RESTRAIED) ' MI SPOOL OF " PCV C-9 AD DI TRASITIO COUPLIG. COTRACTOR SHL LOCATE EAREST JOIT I ORDER TO COECT TO EXIST ROUGH BARREL ED. (SEE OTE 4) COSTRUCT COECTIO TO EXIST 8" ACP STUB. REMOVE EXIST COCRETE THRUST BLOCK. COECT WITH DI TRASITIO COUPLIG. (SEE OTE 4) COSTRUCT " METER SERVICE. COECT TO EXIST AGLE METER STOP. ABADO EXIST VVE I THE CLOSED POSITIO. ISTL BLID FLAGE OR MJ PLUG BASED O EXIST VVE ED. REMOVE OE JOIT OF ACP. COSTRUCT THRUST BLOCK PER EMWD STD 47. RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES 8" WATER LIE PLA AD PROFILE STA +. TO STA +47.7± ' 4' 8' " = 4' W.O SPEC. W S.A. 4 SHT. OF 4 4 D-9 C-7 Bar Measures inch X 4

12 ' ' ' ' ' ' ' ' ' PROP 8" RAW ' S/O CL POWER POLE ' S/O CURB " G ' S/O CL 8" W ' ' ' ' S/O CL ' COC WK ' COC WK " W ' 4" W (ABA) ' /O CL 8' /O CL POWER POLE ' /O CURB " G ' S/O CL 8" W ' ' ' ' S/O CL ' S/O CL " W ' PROP 8" RAW 4' /O CL 4" W (ABA) ' /O CL 8' /O CL " IRR (ABA) ' /O CL (REMOVE EXISTIG PIPELIE) " G ' S/O CL ' ' ' ' S/O CL ' PROP 8" RAW.' /O CL " W 4" W 8' /O CL -" TELE " W ' /O CL ' /O CL 8' /O CL " IRR (ABA) ' /O CL ' S/O CL A SECTIO: STA +± C- HORIZ "=' VERT "=4' A SECTIO: STA 8+± C- HORIZ "=' VERT "=4' C SECTIO: STA +± C- HORIZ "=' VERT "=4' ' ' ' ' ' ' 8' ' ' ' ' ' ' ' 9//8 9:: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\C--CROSSSECTIOS.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA D SECTIO: STA +± C- HORIZ "=' VERT "=4' 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- ' X ' ELEC/TELE ' S/O CL " W 4' S/O CL 8" W ' S/O CL PROP " RAW " SS.' /O CL " G ' /O CL 8//8.' C 4' /O CL REVISIOS ' X ' ELEC/TELE O. IITIS DESCRIPTIO APP'D/ E ' S/O CL " W 4' S/O CL SECTIO: STA +± C- HORIZ "=' VERT "=4' PROP " RAW ' S/O CL " G 4' /O CL ' /O CL ' ± C ' X ' ELEC/TELE 8' /O CL MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER PROJECT EG. ISPECTIO OPERATIOS MAITEACE IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: AS OTED RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES PIPELIE CROSS SECTIOS W.O SPEC. W S.A. 4 SHT. OF 4 4 D-97 C- Bar Measures inch X 4

13 " RAW ' COSTRUCT 8" X " DI TEE (FLG ) FOR COTIUATIO SEE SHEET C- STUB O OF 8" PIPELIE AD HOT TAP COECTIO TO EXISTIG 8" RAW WATER PIPELIE (STA. +.±) C- "='-" E. 7TH ST COSTRUCT 8" MJ CAP (RESTRAIED) COSTRUCT 8" BTERFLY VVE (FLG X MJ) PER EMWD STD DWG B- COSTRUCT " RSGV (FLG X MJ, RESTRAIED) PER EMWD STD B- COSTRUCT RESTRAIED FLAGE COUPLIG ADAPTER " PVC, C-9, DR 8 9' SOH OF 7TH ST CL COSTRUCT 8" X " TAPPIG SLEEVE, AD " RSGV TAPPIG VVE (FLG X RESTRAIED MJ) PER EMWD STD DWG B-. HOT TAP BY EMWD EXIST 8" C-9 PVC 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW 8''RAW EXISTIG 8" C-9 PVC COSTRUCT 8" X " TAPPIG SLEEVE, AD " RSGV TAPPIG VVE (FLG X RESTRAIED MJ) PER EMWD STD DWG B- HOT TAP COECTIO TO EXISTIG 8" BLOW-OFF PIPELIE WELL BLOW-OFF (STA +9.±) C-4 "='-" FOR COTIUATIO SEE SHEET C-4 E. 7TH ST " PVC, C-9, DR8 ' EAST OF DOA WAY CL ''G ''G ''G ''G ''G ''G REMOVE 4 BEDS ITERFERIG PORTIOS OF EXISTIG " PVC AS REQUIRED 9//8 9:: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\D--COECTIODETAILS.DWG - WOJTASZEK, RUSS 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA COSTRUCT " RSGV (FLG X MJ, RESTRAIED) PER EMWD STD DWG B- E. EVAS ST. COSTRUCT " DI TEE (FLG X MJ, RESTRAIED) REMOVE 4 BEDS AD ITERFERIG PORTIOS OF EXISTIG " PVC AS REQUIRED FOR COTIUATIO SEE SHEET C- " RAW COSTRUCT " RSGV (FLG X MJ, RESTRAIED) PER EMWD STD DWG B- COSTRUCT " C-9 PVC COECTIO TO WELL 9 BLOW-OFF PIPELIE WELL BLOW-OFF (STA ±) C- "-'-" COSTRUCT RESTRAIED MJ SLEEVE EXISTIG " C-9 PVC 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- ''RAW " RAW 8//8 COSTRUCT " C-9 PVC ''RAW ''RAW COSTRUCT RESTRAIED MJ SLEEVE EXISTIG " C-9 PVC 9'± REMOVE AD DISPOSE EXISTIG " C-9 PVC VILLIES AVE. REVISIOS O. IITIS DESCRIPTIO APP'D/ MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER PROJECT EG. ISPECTIO OPERATIOS MAITEACE OT USED 4 "-'-" IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 DESIGED: DRAW: AS OTED RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES COECTIO DETAILS W.O SPEC. W S.A. 4 SHT. OF 4 4 D-98 D- Bar Measures inch X 4

14 " COSTRUCT " BLID FLAGE, " TAP, " SS IPPLE AD " BL VVE WITH HADLE REPAIR COUPLIG W/ ADJUSTABLE STEEL SHEAR RIG BAD SE OR APPROVED EQU (TYP. BOTH SIDES) COSTRUCT " DI PIPE COSTRUCT 8" FLAGED COUPLIG ADAPTER (RESTRAIED) RAW WATER MAI COSTRUCT " 9 DI BED (FLG x FLG) EXIST. SEWER LATER COSTRUCT 8"x" DI ECCETRIC REDUCER (FLG x FLG) 8" C-9 PVC WELL EW FITTIG TO MATCH EXISTIG ' MI. ' MI. JOI EXIST. SEWER LATER COSTRUCT " BLID FLAGE 4 " COSTRUCT " DI PIPE COSTRUCT " FLAGED COUPLIG ADAPTER (RESTRAIED) " C-9 PVC EXIST. SEWER 8" MI. CLEAR " GRAVEL & CRUSHED ROCK CL. D.I.P. - O JOITS COSTRUCT " 9 DI BED (FLG x FLG) LEGTH AS REQ'D. SLURRY BACKFILL TRECH (-E-) WELL, AD TYPIC STUB-UP DETAIL TS OT USED TS TYPIC SEWER LATER RELOCATIO TS " TYP PIPE BELL OR FLAGED OD PROPERTY LIE " TYP 4-4" COT ' (TYP) EXISTIG FACILITY ' (TYP) EXIST 8"W EXIST FIRE HYDRAT CAIO: ELECTRIC COSTRUCT " BLOW-OFF ASSEMBLY PER EMWD STD DWG B-7 9//8 9:: AM - P:\9\-9-\CAD\SHEETFILES\PHASE\D--MISCELLAEOUSDETAILS.DWG - WOJTASZEK, RUSS... OTES: 7" MI (TYP) 8 UDERGROUD SERVICE ERT OF SOHER CIFORIA 8" OC TYP CLASS -C- COCRETE /4" PREMOLDED EXPASIO JOIT FILLER TO BE USED WHE ECASEMET IS PLACED O EXISTIG SUBSTRUCTURE ECASEMET SHL BE PLACED AGAIST UDISTURBED ATUR GROUD OR FILL COMPACTED TO 9% RELATIVE DESITY WHERE COCRETE ECASEMET IS TO BE USED FOR THRUST RESTRAIT (AS CLED FOR O THE PLAS), ECASEMET THICKESS SHL BE " MI. FROM PIPE O.D. COCRETE ECASEMET SHL BE POURED AGAIST UDISTURBED SOIL OR -SACK SLURRY WHERE USED FOR THRUST RESTRAIT AS CLED O PLAS. COCRETE ECASEMET 4 TS 88 Von Karman Ave, Suite Irvine, California 94 PHOE: (949) 89- FAX: (949) 89- PROPOSED PIPELIE 8//8 ISTL COTROL DESITY FILL FROM BOTTOM OF TRECH TO MIDDLE OF EXISTIG FACILITY I ACCORDACE WITH THE SPECIFICATIOS COTROL DESITY FILL DETAIL TS REVISIOS O. IITIS DESCRIPTIO APP'D/ 4''W (ABA) COSTRUCT MJ SLEEVE (RESTRAIED) CAIO: ELECTRIC WATERLIE EXTESIO O OLD D ST " = ' REMOVE EXIST VVES 4' MI OLD D STREET MARC SERA, P.E. 9/8 GREG KOWSKI, P.E. 9/8 PROJECT MAAGER EXIST " W ' 4'± PROJECT EG. ISPECTIO OPERATIOS MAITEACE IC IITIS CW 9/8 BAM 9/8 KG 9/8 AH 9/8 '± COSTRUCT 8" X " DI TEE (FLG X FLG) WITH 8" RSGV (FLG X MJ, RESTRAIED), 8" X " DI ECCETRIC REDUCER (FLG X FLG) AD TWO " RSGV (FLG X MJ, RESTRAIED) PER EMWD STD DWG B- DESIGED: DRAW: ' EXIST CHAI LIK GATE " = 4' COSTRUCT " C-9 WATERLIE (APPROX 7 LF). BACKFILL PER EMWD STD DWG B-8B. REPAIR PAVEMET PER DTL O SHT D-, AS REQUIRED. COSTRUCT " 9 DI BED (MJ X MJ, RESTRAIED) PER EMWD STD DWG B- REMOVE AD REPLACE I KID EXIST BARRICADE PER COY OF RIVERSIDE STADARD O. 8 RIVERSIDE COY, CIFORIA SJVWB-ERRP PHASE A WELL PIPELIES MISCELLAEOUS DETAILS W.O SPEC. W S.A. 4 SHT. 4 OF 4 4 D-99 D- Bar Measures inch X 4