EBBETTS PASS W ATER SYSTEM REACH 1

Transcription

1 Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./37.0 EBBETTS PASS WATER SYSTEM REACH PIPELIE RLACEMET PROJECT CCWD CIP 085 CALAVERAS COUTY WATER DISTRICT IDEX S 0. TITLE 0. OTES 03. OVERALL MAP 04. WATER MAI PLA AD PRE 05. WATER MAI PLA AD PRE 06. WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE 6 0. WATER MAI PLA AD PRE 7. WATER MAI PLA AD PRE 8. WATER MAI PLA AD PRE 9 3. WATER MAI PLA AD PRE 0 4. WATER MAI PLA AD PRE 5. WATER MAI PLA AD PRE 6. WATER MAI PLA AD PRE 3 7. WATER MAI PLA AD PRE 4 8. WATER MAI PLA AD PRE 5 9. WATER MAI PLA AD PRE 6 0. WATER MAI PLA AD PRE 7. WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE PRV VAULT GRADIG 54. PRV VAULT GRADIG 55. PRV VAULT GRADIG PRV VAULT GRADIG PRV VAULT GRADIG PRV VAULT GRADIG PRV VAULT GRADIG BORIG PIT GRADIG 6. BORIG PIT GRADIG 6. BORIG PIT GRADIG BORIG PIT GRADIG BORIG PIT GRADIG 5 LEGED PROPERTY LIE WATER MAI (SIZE) WATER SERVICE/METER BOX WATER VALVE & BOX FIRE HYDRAT AIR RELEASE/VACUUM VALVE (E) WATER MAI (E) WATER SERVICE/METER BOX (E) WATER VALVE & BOX (E) FIRE HYDRAT (E) AIR RELEASE/VACUUM VALVE (E) EDGE PAVEMET (E) STORM DRAI (E) DRIVEWAY CULVERT (E) SEWER MAI (E) SEWER SERVICE (E) GAS MAI SD 8"W "PVC "SD 6"SS "G M ABREVIATIOS AP ASSESSOR'S PARCEL UMBER ARV AIR RELEASE/VACUUM VALVE BC BEGI CURVE CAV COMBIATIO AIR VALVE CL CLASS COC COCRETE CMP CORRUGATED METAL PIPE DI DROP ILET DIP DUCTE IRO PIPE DR DIAMETER (TO THICKESS) RATIO EX EXISTIG E(OH) ELECTRICAL LIE (OVERHEAD) EC ED CURVE EDGE PAVEMET FH FIRE HYDRAT FL FLAGED JP JOIT POLE MH MAHOLE MJ MECHAICAL JOIT OD OUTER DIAMETER PVC POLYVIYL CHLORIDE RMJ RESTRAIED MECHAICAL JOIT RW RESIET WEDGE R/W RIGHT WAY SQ. FT. SQUARE FEET SD STORM DRAI SS SAITARY SEWER/SERVICE SSCO SAITARY SEWER CLEAOUT STA STATIO STL STEEL TYP TYPICAL WM WATER METER W WATER MAI WS WATER SERVICE WV WATER VALVE ABBREVIATIOS AS AMERICA SWEETGUM BKO BLACK OAK BLO BLUE OAK BM BIGLEAF MAPLE CB CALIFORIA BUCKEYE CBW CALIFORIA BLACK WALUT CLO CAYO LIVE OAK DC DEODAR CEDAR FC FREMOT COTTOWOOD FP FOOTHL PIE IC ICESE CEDAR MS MULTI-STEM T OT TAGGED PODEROSA PIE PW PACIFIC WLOW RB REDBUD SM SVER MAPLE SP SUGAR PIE TH HEAVE TO TA OAK VO VALLEY OAK WF WHITE FIR RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA RELEASE 0 AS SHOW OCT 08 JOB FE: S:\330-4 Ebbetts Pass Reach \Plans\0-TITLE.dgn :0//08. WATER MAI PLA AD PRE 9 3. WATER MAI PLA AD PRE 0 4. WATER MAI PLA AD PRE 5. WATER MAI PLA AD PRE 6. WATER MAI PLA AD PRE 3 7. WATER MAI PLA AD PRE 4 8. WATER MAI PLA AD PRE 5 9. WATER MAI PLA AD PRE WATER MAI PLA AD PRE 7 3. WATER MAI PLA AD PRE 8 3. WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE WATER MAI PLA AD PRE 40. PASS AD FECIG DETAS 66. TYPICAL TEMPORARY TRAFFIC COTROL. CCWD STADARD PRV DETA (E) GAS SERVICE (E) ST LIGHT (E) UDERGROUD AT&T (E) UDERGROUD UTITY (E) OVERHEAD UTITY (E) UTITY POLE (E) GUY WIRE & ACHOR (E) MAHOLE (E) SSCO REMOVE (E) (E) FECE PASS AD REMOVE EXISTIG WATER LIE PLACE TEMPORARY PASS PIPIE TEMPORARY FECE ST FECE TEMPORARY & ST FECE TEMPORARY PASS PIPIG (T) UG ELEC OH ELEC JP SSCO EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 TITLE Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG

2 GEERAL COSTRUCTIO OTES Dist COUTY ROUTE POST MES PROJECT S. THRUST RESTRAIT: ALL EW WATER LIES FITTIGS, VALVES AD AURTEACES ARE TO BE FULLY MECHAICALLY RESTRAIED; THRUST BLOCKS ARE REQUIRED AS SHOW O CCWD STD DWG W0 AD WHERE MAKIG TIE-I COECTIOS TO EXISTIG PIPIG.. TRAFFIC COTROL: THE COTRACTOR SHALL BE RESPOSIBLE FOR AD FURISH, ISTALL AD MAITAI TEMPORARY SIGS, BARRICADES, FLAGME, AD OTHER FACITIES TO ADEQUATELY SAFEGUARD THE GEERAL PUBLIC AD WORK, AD TO PROVIDE FOR THE PROPER ROUTIG VEHICULAR AD PEDESTRIA TRAFFIC. A TRAFFIC COTROL PLA MUST BE PRARED THE COTRACTOR AD SUBMITTED TO THE CALAVERAS COUTY WATER DISTRICT AD CALTRAS DISTRICT 0 FOR REVIEW AT LEAST 5 DAYS PRIOR TO COMMECEMET AY WORK. A AROVED TRAFFIC COTROL PLA SHALL BE SUBMITTED TO THE CALAVERAS COUTY WATER DISTRICT, (CCWD OR DISTRICT) AD CALTRAS DISTRICT 0 PRIOR TO AY WORK COMMECIG WITHI THE LIMITS WORK. SAMPLE CALTRAS STADARD TRAFFIC COTROL PLAS FOR TYPICAL LAE CLOSURES AD SHOULDER CLOSURES ARE ICLUDED O 7 THESE PLAS. 3. UTITY LOCATIG: THE LOCATIO, PIPE DIAMETER, AD MATERIAL IDICATED AD/OR ELEVATIOS UDERGROUD UTITIES SHOW O THESE DRAWIGS ARE BASED O RECORD DRAWIGS, GROUD PEETRATIG RADAR, LIMITED POTHOLE IVESTIGATIOS AD SURFACE EVIDECE AD ARE AROXIMATE OLY. WHERE O ELEVATIOS ARE SHOW, O SUCH IFORMATIO WAS AVAABLE DURIG DESIG, AD THE COTRACTOR SHALL EXPOSE THESE UTITIES FOR FIELD VERIFICATIO PRIOR TO THE START COSTRUCTIO. EITHER THE DISTRICT OR KASL COSULTIG EGIEERS (EGIEER) ASSUMES RESPOSIBITY FOR UTITIES OT SHOW OR OT I THE LOCATIO SHOW. THE COTRACTOR SHALL BE RESPOSIBLE FOR PROTECTIG THE EXISTIG UTITIES, WHETHER SHOW OR OT SHOW O THE DRAWIGS, AD TO FIELD VERIFY THE LOCATIO AD DTH ALL EXISTIG UTITIES PRIOR TO THE START COSTRUCTIO. PRIOR TO SUBMITTAL PIPE SHOP DRAWIGS THE COTRACTOR SHALL VERIFY THE IVERT ELEVATIO, OUTSIDE DIAMETER, LOCATIO, AD MATERIAL ALL EXISTIG PIPELIES TO WHICH EW PIPELIES WL BE COECTED. COTRACTOR SHALL MARK ALL EXCAVATIOS AD OTIFY UDERGROUD SERVICE ALERT/USA ORTH (PHOE ) OT LESS THA 48-HRS AD TWO FULL BUSIESS DAYS BEFORE DIGGIG AD FOLLOW ALL OTHER PROVISIOS CALIFORIA GOVERMET CODE SECTIOS 46 THROUGH COTRACTOR SHALL MAITAI A ACTIVE USA ORTH TICKET UMBER FOR THE ETIRE DURATIO THE EXCAVATIO. 4. TOLERACE ZOE; LOCATE MARKIGS ARE AROXIMATE LOCATIOS DEFIED CALIFORIA GOVERMET CODE 46(A) WITH TOLERACE ZOE 4-ICHES TO EACH SIDE PLUS ADDIG UTITY WIDTH/DIAMETER; WITHI THIS ZOE COTRACTOR SHALL POTHOLE UTITY HAD TOOLS TO DETERMIE EXACT LOCATIO UTITIES I COFLICT WITH EXCAVATIO BEFORE USIG AY POWER-OPERATED OR POWER-DRIVE EXCAVATIG OR BORIG EQUIPMET. 5. CASTIGS/COVERS; LIDS FOR WATER FACITIES SHALL BE MARKED "WATER". ALL CASTIGS, COVERS, HATCHES AD COCRETE COLLARS I ROADWAY SHALL BE DRESSED /4-ICH BELOW FIISHED LEVEL PAVEMET SURFACE TO ALLOW FOR SOW PLOWIG EQUIPMET. ALL CASTIGS, COVERS, HATCHES AD COCRETE COLLARS OUTSIDE ROADWAY SHALL BE ADJUSTED TO FIISHED GRADE ULESS OTHERWISE SHOW OR DIRECTED. 6. WATER/SEWER SERVICES; COTRACTOR SHALL VERIFY LOCATIO WATER AD SEWER SERVICES TO PRIVATE PROPERTY PRIOR TO TRECHIG; EW WATER SERVICES AD/OR OTHER FACITIES SHALL OT IMPACTS TO COMMUITY: COTRACTOR SHALL MAKE EVERY EFFORT TO MIIMIZE COSTRUCTIO IMPACTS TO COMMUITY. RESIDECES, BUSIESSES AD SCHOOLS SHALL BE OTIFIED MA AD OTHER MEAS AT LEAST TWO () WEEKS I ADVACE LOCALIZED COSTRUCTIO ACTIVITIES, TRAFFIC IMPACTS, ROAD CLOSURES, WATER SYSTEM SHUTDOWS OR CHAGED CODITIOS: OTIFICATIOS SHALL PROVIDE LOCATIOS WORK IS SCHEDULE TO OCCUR ICLUDIG SPECIFIC S AD ST AMES; UPD OTIFICATIOS MADE AS SCHEDULE CHAGES. ALL ROADS SHALL BE OPE DURIG OVERIGHT HOURS, WEEKEDS AD HOLIDAYS AD TRAFFIC COTROLS AD DETOURS THROUGH AD AROUD THE COSTRUCTIO ZOE. PROVIDE ACCESS TO RESIDECES, BUSIESSES, PARKS, SCHOOLS AD OTHER OCCUPIED PROPERTIES: DO OT WORK I SCHOOL ZOES WHE CHDRE ARE ARRIVIG/PRESET I RIGHT--WAY. CREW TRUCKS, HAULIG TRUCKS AD PERSOEL VEHICLES SHALL DRIVE OT MORE THA 5-MPH WITHI COSTRUCTIO ZOES AD OTHERWISE OBSERVE POSTED SPEED LIMITS. CODITIO RIGHT WAY: PUBLIC RIGHT--WAY, PRIVATE PROPERTY, EASEMETS AD OTHER WORK AREAS SHALL BE KT I A CLEA AD EAT CODITIO THE CLOSE EACH WORK DAY. FUGITIVE DUST SHALL BE MIIMIZED TO THE GREATEST EXTET PRACTICABLE DURIG EARTH MOVIG OPERATIOS SPRAYIG AD ALYIG WATER DURIG TRECHIG AD LOADIG/ULOADIG ACTIVITIES. MUD TRACKIG OTO STS SHALL BE REMOVED ED EACH WORK DAY. STS AD HIGHWAYS WITHI THE COSTRUCTIO ZOE SHALL BE SWT DAY AD AT LEAST TWICE WEEKLY WITH A REGEERATIVE AIR SWEER TRUCK. THE COTRACTOR SHALL REMOVE AD PROPERLY DISPOSE ALL SURPLUS EXCAVATIO MATERIAL AD DEBRIS PROMPTLY FROM THE LIMITS WORK. IG, SHORIG & BRACIG: I ACCORDACE WITH CALIFORIA LABOR CODE AD DARTMET IDUSTRIAL RELATIOS REQUIREMETS, THIS ITEM REQUIRES THE COTRACTOR TO FURISH AD ISTALL IG, SHORIG AD BRACIG ALL EXCAVATIOS AD TRECHES FIVE (5) FEET OR DEER AD ITO WHICH A PERSO IS REQUIRED TO DESCED. SAFETY PLA(S) SHALL MEET MIIMUM REQUIREMETS THE COSTRUCTIO SAFETY ORDERS, SECTIOS 539 TO 543. REFER TO GEOTECHICAL RORT FOR DIFFERET SO TYPES. COMPACTIO TESTS: THE DISTRICT WL RETAI A QUALIFIED SOS LAB TO PERFORM MATERIALS TESTIG AD SO COMPACTIO DESITY TESTS AS PART THE DISTRICT'S ISPECTIO EFFORT; COTRACTOR SHALL OTIFY DISTRICT'S ISPECTOR AT LEAST TWO () WORKIG DAYS I ADVACE TIME AD THAT COTRACTOR WL BE READY FOR THE COMPACTIO TESTS. IF EXCESSIVE UMBER FAED TESTS COTIUE TO OCCUR WITHOUT COTRACTOR PROMPTLY MODIFYIG METHODS AD MATERIALS TO RESOLVE A O-GOIG PROBLEM, THE COTRACTOR SHALL REIMBURSE DISTRICT FOR ALL FAIG TESTS. CLEARIG S AD VEGETATIO: OT ALL S ARE SURVEYED AD SHOW O THE DRAWIGS. PRIOR TO SUBMITTIG A BID, COTRACTOR SHALL FIELD ISPECT PIPELIE ROUTE AD OTHER AREAS PROJECT TO ASSESS CLEARIG S, SAPLIGS, BRUSH AD OTHER VEGETATIO. PLAS SHOW SPECIFIC S I COFLICT WITH PROPOSED WORK THAT ARE TO BE REMOVED (WITH STUMPS AD ROOTS) BUT DOES OT COSIDER CLEARIG FOR HEAVY EQUIPMET ACCESS. COTRACTOR SHALL REMOVE S, SAPLIGS, BRUSH AD OTHER VEGETATIO OMIAL 6-ICH AD SMALLER AD CAREFULLY TRIM AD REMOVE LOWER BRACHES FROM LARGER S. BEFORE CUTTIG DOW AD REMOVIG S 6-ICH AD LARGER, EACH SHALL FIRST BE IDIVIDUALLY MARKED TWO () WEEKS I ADVACE AD AROVAL OBTAIED FROM DISTRICT EGIEER. ULESS OTHERWISE MARKED O THE PLAS, S -ICH DIAMETER AD LARGER ARE OT TO BE REMOVED AD EVERY EFFORT SHALL BE MADE TO PROTECT AD MIIMIZE DAMAGE TO MAI BRACHES AD ROOT SYSTEMS. ALL WASTE VEGETATIO FROM 0 CAL 4 3./37.0. ACCESS TO WORKIG AREAS: THE EW TRASMISSIO MAI AD ALL COSTRUCTED FACITIES SHALL BE LOCATED AD COSTRUCTED WITHI PUBLIC RIGHT--WAY, PUBLIC UTITY EASEMETS, AD/OR DEDICATED EASEMETS. ULESS OTHERWISE AROVED, COTRACTORS OPERATIOS SHALL BE CODUCTED I ACCORDACE WITH CALTRAS OR CALAVERAS COUTY ECROACHMET PERMIT, WITHI UTITY EASEMETS AD/OR TEMPORARY COSTRUCTIO EASEMETS. COTRACTOR SHALL ACCESS WORK AREAS THOUGH PUBLIC RIGHT--WAY OR DESIGATED ACCESS POITS CAUSIG LEAST DAMAGE, DISRUPTIO AD ITERFERECE WITH ORMAL USE AD BUSIESS THE PROPERTY. COTRACTOR SHALL OT ARBITRARY OR EEDLESSLY ETER OR ECROACH ITO UAUTHORIZED AREAS PRIVATE PROPERTY WITHOUT FIRST OTIFYIG THE DISTRICT AD OBTAIIG THE OWER'S PERMISSIO. THE COTRACTOR SHALL MAITAI VEHICLE ACCESS TO ALL PROPERTIES ADJACET TO THE WORK THROUGHOUT THE PERIOD COSTRUCTIO. DRIVEWAY CLOSURES TO RESIDECES SHALL BE LIMITED TO BETWEE THE HOURS 8:30 A.M. TO 4:30 P.M. FOR ALL PROPERTIES WHERE THE DRIVEWAY IS THE SIGLE POIT ACCESS. ALTERATIVELY, THE COTRACTOR MAY MAITAI STEEL TRECH PLATES FOR USE I PLACIG ACROSS THE COSTRUCTIO TRECH TO ALLOW ACCESS UPO DEMAD. OE ACCESS ROUTE TO ALL BUSIESSES ADJACET TO THE WORK SHALL BE PROVIDED AT ALL TIMES. ALL EXCAVATIOS WL BE PLATED OR BACKFLED AT THE ED EACH WORKDAY. 3. ECROACHMET PERMITS: COTRACTOR SHALL PRARE AD FE ALL PAPERWORK TO COMPLETE ECROACHMET PERMITS. COTRACTOR SHALL PERFORM ALL WORK AD COORDIATIO ECESSARY TO SECURE AD COMPLY WITH PERMIT CODITIOS AS ISSUED CALTRAS AD CALAVERAS COUTY PUBLIC WORKS FOR ALL WORK WITHI PUBLIC RIGHT--WAYS. CCWD WL SUBMIT PRELIMIARY PERMIT ALICATIOS TO RESPECTIVE AGECIES AS "OWER" AD PAY PERMIT AD ISPECTIO FEES DIRECTLY IVOICED CALTRAS AD COUTY. COUTY CALAVERAS SHALL BE LISTED AS A CO-OBLIGEE O PERFORMACE BOD OR ADDED VIA A DUAL OBLIGEE RIDER. COTRACTOR SHALL PRARE AD SUBMIT SPECIFIC TRAFFIC COTROL PLAS, MEETIG REQUIREMETS AD AROVAL AGECIES, AD FULLY SUORT AD IMPLEMET TRAFFIC COTROL PLAS ICLUDIG ALL ECESSARY SIGAGE, FLAGGERS, BARRICADES, K-RA, SAFETY DEVICES, ETC. TRAFFIC COTROL PLAS SHALL BE DESIGED AD IMPLEMETED I ACCORDACE WITH CALIFORIA MAUAL O UIFORM TRAFFIC COTROL DEVICES (MUTCD) 04 EDITIO AD, AS ALICABLE, THE STATE STADARD PLAS. COTRACTOR IS RESPOSIBLE FOR SCHEDULIG AD OTIFYIG CALTRAS AD COUTY CALAVERAS ALL HIGHWAY AD ROAD LAE CLOSURES AD OTHER ECROACHMETS WITHI RIGHT--WAY. FOR PERMITTED ACTIVITIES WITHI HIGHWAY, COTRACTOR SHALL OTIFY CALTRAS AD CALAVERAS COUTY PERMIT FICER TWO WEEKS I ADVACE WORK TO OBTAI CLOSURE UMBERS AD THE RORT DAY STATUS VIA TRASPORTATIO MAAGEMET CETER (TMC) AT (09) BOTH AT BEGIIG TRAFFIC COTROL AD AGAI WHE DOE AT ED DAY; IF LAE CLOSURE IS SCHEDULED BUT OT USED, COTRACTOR IS OBLIGATED TO CALL ITO THE TMC AD CACEL IT FOR EACH DAY. 4. COSTRUCTIO STAKIG: CCWD WL PROVIDE OE () SET COSTRUCTIO STAKES AD MARKS TO ESTABLISH LIE AD GRADE FOR THE PROJECT; THE OVERALL LEGTH THE PROJECT SHALL BE SPLIT ITO FOUR (4) SARATE REQUESTS TO BE COORDIATED AS WORK PROGRESSES ALOG THE ALIGMET; EACH DETAED REQUEST SHALL BE SUBMITTED TO DISTRICT AT LEAST THREE (3) WEEKS I ADVACE WORK. COTRACTOR SHALL PAY FOR SURVEYOR IF ECESSARY TO RESET STAKES THAT ARE CARELESSLY OR IADVERTETLY DESTROYED, DAMAGED OR LOST. RELEASE 0 AS SHOW OCT BE ISTALLED WITHI OR I FROT DRIVEWAYS OR OTHER PROPERTY ETRACES OR OTHERWISE WHERE IT MAY BE READY HIT OR BE DAMAGED VEHICLES. SERVICES AD OTHER AURTEACES SHALL BE PLACED AT THE PROPERTY LIE OR AS FAR AS PRACTICAL AD POSSIBLE TOWARD THE FARTHEST EDGE THE PUBLIC RIGHT- WAY. CLEARIG AD GRUBBIG SHALL BE REMOVED AD DISPOSED AT AROVED WASTE FACITY. BURIG SHALL OT BE ALLOWED ULESS PERMIT FROM EBBETTS PASS FIRE DARTMET OR CAL-FIRE. BRACHES, BARK OR MAI ROOTS O S TO REMAI SHALL OT BE DAMAGED CARELESS USE HEAVY EQUIPMET. PRIOR TO GRADIG, TRECHIG, CUTTIG AD/OR FLIG WITHI THE DRIP LIE S OT IDETIFIED TO BE REMOVED, THE COTRACTOR SHALL 5. RECORD DRAWIGS: THE COTRACTOR SHALL BE RESPOSIBLE FOR MAITAIIG RECORD DRAWIGS FOR ALL UDERGROUD WORK THROUGHOUT THE COURSE COSTRUCTIO. SUCH DRAWIGS SHALL RECORD THE LOCATIO AD GRADE ALL UDERGROUD IMPROVEMETS COSTRUCTED AD SHALL BE DELIVERED TO THE DISTRICT PRIOR TO, AD I COSIDERATIO THE DISTRICT'S ACCTACE WORK. JOB 7. TIE-I COECTIOS; OPERATIO AY EXISTIG WATER SYSTEM VALVES OR OTHER EXISTIG FACITIES SHALL OLY OCCUR UDER THE DIRECT OBSERVATIO AD PRIOR AROVAL CCWD PERSOEL. THE COTRACTOR SHALL OTIFY THE DISTRICT AT LEAST TWO () WEEKS I ADVACE AY ECESSARY SHUTDOW AD/OR TIE-I COECTIO AD EACH IDIVIDUAL EVET SHALL BE IDETIFIED O COTRACTOR'S THREE (3) WEEK LOOK AHEAD SCHEDULE AS SUBMITTED WEEKLY TO THE DISTRICT. SHUTDOWS AD TIE-IS SHALL OT BE SCHEDULED O FRIDAYS, WEEKEDS OR HOLIDAYS, EXCT FOR SCHOOLS I WHICH CASE WORK MUST BE PERFORMED WHE THE SCHOOL IS OUT SESSIO OR OTHERWISE UOCCUPIED. COTRACTOR SHALL COMPLETE TIE-IS I THE SHORTEST POSSIBLE TIME AD I O CASE SHALL AY CUSTOMER BE WITHOUT WATER SERVICE FOR MORE THA 8-HR PERIOD. OCE SHUTDOW OCCURS AD WORK O THE TIE-I BEGIS, THE COTRACTOR SHALL OT STOP WORK COORDIATE WITH DISTRICT. SALVAGIG EXISTIG PRV STATIO VALVES: DURIG DEMOLITIO OLD PRESSURE REDUCIG STATIOS, COTRACTOR SHALL REMOVE AD SALVAGE EXISTIG PRESSURE REDUCIG VALVES (OLY SALVAGE COTROL VALVES 4-ICH AD LARGER) WITHOUT CAUSIG UECESSARY DAMAGE AD DELIVER TO CCWD'S MAITEACE BAR/FACITY I WHITE PIES; COTRACTOR SHALL OTHERWISE REMOVE AD DISPOSE AD/OR RECYCLE ALL OTHER DAMAGED, CORRODED AD O-USABLE VALVES AD WASTE PIPIG MATERIALS. O SALVAGED ITEMS SHALL BE RE-ICORPORATED ITO THE EW WORK ULESS SO DIRECTED THE DISTRICT. 6. STORMWATER POLLUTIO PREVETIO PLA (SWP) AD BEST MAAGEMET PRACTICES (BMP'S): THE COTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMET AD MATERIALS TO COMPLY WITH THE REQUIREMETS THE SWP AD BMP'S PRARED FOR THIS PROJECT. 7. EVIROMETAL MITIGATIO MEASURES: COTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMET AD MATERIALS TO COMPLY WITH THE REQUIREMETS THE MITITGATIO MOITORIG AD RORTIG PLA PRARED FOR THIS PROJECT. RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA UT TIE-I COMPLETED AD WATER SERVICE IS RESTORED TO ALL/EVERY CUSTOMER. ALL STAGIG AREAS: THE DISTRICT CA PROVIDE LIMITED STAGIG AD STORAGE AREAS AT HUTER DAM PRARATORY WORK SHALL BE COMPLETED TO THE SATISFACTIO THE DISTRICT PRIOR TO WATER TREATMET PLAT AD AT CCWD FOREST MEADOWS LIFT STATIO. COTRACTOR SHALL OT STAGE IITIATIG SHUTDOW AD STARTIG WORK O THE TIE-I. COTRACTOR SHALL POTHOLE TO VERIFY MATERIALS OR EQUIPMET OR VEHICLES I THE RIGHT--WAY EXCT AS USED DAY FOR FE: S:\330-4 Ebbetts Pass Reach \Plans\0-OTES.dgn :0//08 COECTIO POIT AD PIPE MATERIAL I ADVACE AD HAVE ALL PIPE, FITTIGS, VALVES, HARDWARE, GASKETS AD OTHER MATERIALS READY O-SITE ICLUDIG SF-60 SODIUM HYPOCHLORITE FOR DISIFECTIO. PIPIG SHALL BE PRE-ASSEMBLED ABOVE GROUD TO EXTET FEASIBLE. 8. VERTICAL & HORIZOTAL SARATIO: ULESS OTHERWISE OTED O PLAS AD/OR AROVED CCWD, COTRACTOR SHALL MAITAI VERTICAL AD HORIZOTAL SARATIOS FROM PARALLEL SEWERS AD STORM DRAIS I ACCORDACE WITH CALIFORIA WATERWORKS STADARDS: MIIMUM -FT ABOVE AD 0-FT HORIZOTAL FROM SEWERS, -FT ABOVE AD 4-FT HORIZOTAL FROM STORM DRAIS. WATER MAIS SHALL CROSS AT LEAST -FT ABOVE AD AT LEAST A 45 DEGREE AGLE TO SEWERS AD STORM DRAIS WITH O JOITS PLACED WITHI 8-FT HORIZOTAL DISTACE. FOR LOCATIOS OT MEETIG THESE STADARDS, SPECIAL COSTRUCTIO METHODS SHALL BE UTIZED ICLUDIG STEEL CASIGS, COCRETE ECASEMET, SLURRY BACKFL AD COTROLLED PLACEMET JOITS AS OTED O THE DRAWIG OR OTHERWISE DIRECTED THE DISTRICT EGIEER. THE COTRACTOR SHALL PROTECT AD SUORT ALL EXISTIG CODUIT(S) AT CROSSIGS. METHOD SUORT SHALL BE SUBMITTED TO THE DISTRICT AD CODUIT OWER FOR AROVAL. THE COTRACTOR SHALL MAKE FIELD ADJUSTMETS TO THE PIPE ALIGMET (VERTICAL AD HORIZOTAL) TO AVOID EXISTIG UTITIES. METHOD ADJUSTMET SHALL BE SUBMITTED TO THE DISTRICT FOR AROVAL. THE COTRACTOR SHALL BE RESPOSIBLE FOR THE LIE AD GRADE ALL PIPIG WITHI THE PROJECT LIMITS WORK. ALL DISTACES SHOW O THE PLAS ARE HORIZOTAL MEASUREMETS. 9. SHUTDOWS: COTRACTOR SHALL OT CAUSE AY SERVICE ITERRUPTIOS (SEWER, ELECTRICAL TELHOE, CABLE, ETC.) AD SHALL MAKE EVERY EFFORT TO MIIMIZE LEGTH AY ECESSARY WATER SERVICE ITERRUPTIOS. AY/EACH SHUTDOW EXISTIG WATER SYSTEM SHALL BE IDIVIDUALLY PLAED AD SCHEDULED AT LEAST TWO () WEEKS I ADVACE WORK. COTRACTOR SHALL PERFORM EACH SHUTDOW DURIG TIME AD DAY (EITHER DAY, IGHT OR WEEKED) WHE IT CAUSES LEAST ICOVEIECE AD ITERRUPTIO TO THE EFFECTED RESIDETS, BUSIESSES, SCHOOLS AD OTHER CUSTOMERS. ALL WATER SYSTEM SHUT-DOWS SHALL BE MADE CALAVERAS COUTY WATER DISTRICT (CCWD OR DISTRICT) PERSOEL OLY. UDER O CIRCUMSTACES SHALL AYOE OTHER THA A DISTRICT RRESETATIVE OPE OR CLOSE AY VALVE I A DISTRICT SYSTEM. THE DISTRICT WL ADVISE THE COTRACTOR THE HOURS DURIG WHICH SHUT-DOWS MAY BE MADE. 0. TAKIG PRV STATIOS OUT--SERVICE; COTRACTOR SHALL MAKE EVERY EFFORT TO MIIMIZE THE TIME BETWEE REMOVIG A EXISTIG PRESSURE REGULATIG (PRV) STATIO FROM SERVICE, COMPLETIG RLACEMET AD RETURIG IT TO SERVICE. TRECH AD PIPELIE COSTRUCTIO SHALL OT ADVACE BEYOD THE POIT EACH PRV STATIO UT THE EW STATIO IS FULLY COMPLETED, TESTED AD READY FOR SERVICE PEDIG BACTERIOLOGICAL TEST RESULTS. TIME ALLOWED FOR EACH PRV STATIO REMOVAL AD RLACEMET IS LISTED I THE SEQUECE WORK, EXCT FOR SCHEDULED SHUTDOWS LASTIG A FEW HOURS. WATER SERVICE SHALL OTHERWISE BE MAITAIED COTIUOUSLY AS OTED I THE SEQUECE WORK PROVIDIG TEMPORARY PRV'S AD PASS PIPIG TO SULY COSUMPTIVE USES.. FIRE DARTMET OTIFICATIO: PRESSURE AD FLOW TO FIRE HYDRATS AD FIRE SURESSIO SYSTEMS MAY BE DECREASED WHE PRV STATIOS ARE REMOVED FROM SERVICE AD DURIG SHUTDOWS. THE LOCAL FIRE DARTMET SHALL BE REGULARLY OTIFIED AT LEAST TWO () WEEKS I ADVACE IFORMIG THEM THE TIME,, LOCATIO AD DURATIO EACH EVET. FIRE HYDRATS THAT ARE O-OPERATIOAL, TEMPORARY OUT SERVICE, OR ABADOED SHALL BE COVERED WITH CAVAS BAGS AD MARKED OUT SERVICE COSTRUCTIO. O EQUIPMET OR MATERIALS SHALL BE TEMPORARY STAGED OR STORED OVERIGHT WITHI THE HIGHWAY RIGHT--WAY. THE COTRACTOR SHALL OT STAGE AY EQUIPMET OR MATERIALS OR PARK VEHICLES WHERE IT VIOLATES AY ORDIACE, BLOCKS DRIVEWAYS, ETRACES OR OTHERWISE PREVETS ORMAL ACCESS TO PROPERTY, OR ITERFERES WITH TRAFFIC EMERGECY VEHICLES, PEDESTRIAS, PUBLIC SAFETY OR ORMAL USE THE RIGHT--WAY. ADDITIOAL STAGIG AREAS ARE TO BE OBTAIED AD SECURED AT COTRACTOR'S COST. ALL STAGIG AREAS ARE SUBJECT TO REVIEW AD CODITIOAL AROVAL THE DISTRICT RELATIG TO EVIROMETAL ISSUES ICLUDIG BIOLOGICAL, CULTURAL RESOURCES, JURISDICTIOAL WATERS AD STORM WATER BEST MAAGEMET PRACTICES (BMPS). BEFORE STAGIG MATERIALS OR EQUIPMET OR PARKIG VEHICLES O PRIVATE PROPERTY, COTRACTOR SHALL OBTAI PERMISSIO FROM THE PROPERTY OWER. THE COTRACTOR SHALL SECURE THE SITE WHE OT PRESET TO AVOID THEFT AD ELIMIATE SITE HAZARDS AD MAITAI PUBLIC SAFETY. COTRACTOR SHALL STEEL PLATE OPE EXCAVATIOS AD PROVIDE TEMPORARY SECURITY FECIG AROUD WORK AREAS AD SAFETY HAZARDS. THE COTRACTOR SHALL SECURE THE COSTRUCTIO AREA STAGIG AD STORAGE AREAS, WORK MATERIALS AD EQUIPMET AGAIST ATTRACTIVE UISACE. THEFT AD/OR VADALISM. SAITARY FACITIES: THE COTRACTOR IS REQUIRED TO FURISH AD REGULARLY MAITAI AT LEAST OE TEMPORARY SAITARY FACITY FOR WORKERS USE I THE PROJECT AREA. COSTRUCTIO WATER: CCWD SHALL FURISH COSTRUCTIO WATER FOR USE O THE PROJECT. ALL COSTRUCTIO WATER SHALL BE METERED THROUGH HYDRAT METERS FOR CCWD'S RECORD KEIG PURPOSES AS TO OT COTRIBUTE TO UACCOUTED WATER I THE SYSTEM. IT IS THE COTRACTOR'S RESPOSIBITY TO FURISH ALL EQUIPMET, LABOR AD MATERIALS EEDED TO TRASPORT AD COVEY THE WATER FOR USE I COSTRUCTIO. DIRECT COECTIOS SHALL OT BE ALLOWED BETWEE THE EXISTIG SYSTEM AD EW COSTRUCTIO UT IT HAS BEE TESTED, DISIFECTED AD PASSES BACTERIOLOGICAL TESTS; A AROPRIATELY SIZED AD CERTIFIED REDUCED PRESSURE BACKFLOW DEVICE SHALL BE USED FOR AY COECTIOS EEDED FOR FLIG AD FLUSHIG THE PIPELIE. DAY WATER USE SHOULD OT EXCEED 00,000 GPD WHE FLUSHIG THE WATER MAIS AD WATER SHOULD OT BE DISCHARGE UATTEDED DURIG OVERIGHT HOURS. WATER DISCHARGED FROM PIPELIES FROM FLUSHIG MUST BE DECHLORIATED AD DISCHARGED UDER A GEERAL LOW THREAT DISCHARGE PERMIT ISSUED THE REGIOAL WATER QUALITY COTROL BOARD. PRESERVATIO PROPERTY: PRIVATE AD PUBLIC PROPERTY, ICLUDIG BUT OT LIMITED TO S, SHRUBS, WALLS, LADSCAPIG, PAVIG, ROADS, DRIVEWAYS, SIDEWALKS, MA BOXES, POLES, FECES, SIGS, SURVEY MOUMETS, BUDIGS, STRUCTURES, VEHICLES, DRAIS, CULVERTS, CODUITS, UTITIES AD OTHER SUCH ITEMS SHALL BE PROTECTED DURIG COSTRUCTIO AD, IF DAMAGED OR IJURED, SHALL BE RLACED A/OR RESTORED COTRACTOR TO CODITIO AS GOOD, OR BETTER, AS WHE ETERIG UPO THE WORK TO THE SATISFACTIO THE DISTRICT EGIEER. ALL IMPROVEMETS DAMAGED THE COTRACTOR'S OPERATIOS SHALL BE EXPEDITIOUSLY RAIRED OR RECOSTRUCTED AT THE COTRACTOR'S EXPESE WITHOUT ADDITIOAL COMPESATIO. THE COTRACTOR SHALL FIELD VERIFY ALL EXISTIG SURFACE FEATURES AD RORT AY DISCRACIES TO THE DISTRICT 5 DAYS I ADVACE COSTRUCTIO I THAT AREA. EXISTIG VEGETATIO OUTSIDE AROVED/VERIFIED CLEARIG LIMITS SHALL BE PROTECTED FROM DAMAGE. MECHAICAL EQUIPMET USED O THIS PROJECT SHALL BE SELECTED TO MIIMIZE DAMAGE TO THE EXISTIG PAVEMET ALOG THE PROJECT SITE AD TO ALL ROADS USED AS TRUCK ROUTES TO BRIG MATERIAL AD EQUIPMET TO THE PROJECT. THE COTRACTOR SHALL, AT O ADDITIOAL COST TO THE OWER, RLACE DAMAGED AC PAVEMET I ACCORDACE WITH THE COTRACT DOCUMETS. EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP OTES Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG

3 TAHOE DRIVE POWER POLE COC. W ALL COC.WALK BUDIG 9"PIE 9"PIE 6"PIE LIGHT POLE GATE 7"PIE COC. VAULT GRAVEL ROAD "FORKED O.R /TAK POWER POLE ELCT. /TAK /TAK /TAK ELECT. /TAK /TAK POWER POLE AecDbCurveText (LA_AECCBASE) Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ HUTER DAM HUTER DAM WTP CADY ROCK ROAD R/W 35 LEGED ROME CT STATE HIGHW AY HORSESHOE 95 HLCREST STATE HIGHW AY 4 HORSESHOE COMMERCIAL WAY CAYO VIEW RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA AS SHOW RELEASE 0 JOB OCT PROPOSED WATER MAI & STATIO 60 FE: S:\330-4 Ebbetts Pass Reach \Plans\03-KEY MAP.dgn :0// STATE HIGHWAY 4 35 HL RD SUSET RIDGE 40 STRAW BERY BRICE STATIO 60 CEDAR VISTA ORTHW OOD FOREST MEADOWS DR. ORTHW OOD MEADOW VIEW 5 RED ALE RUSSELL DAR 55 0' 400' 800' 600' SCALE "=800' EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 03 KEY M AP

4 Dist COUTY ROUTE POST MES PROJECT S OTES. MI COVER OVER EW MAI SHALL BE 4.0' WHERE EW MAI IS PLACED WITHI 5 FT EX, OR AS SHOW I PRE. MI COVER SHALL BE MEASURED FROM TOP PIPE TO EX GRADE. 0 CAL 4 3./ COMBO FECE (E) FECE EW 8"W SECTIO 000 MARX AP O.R. 4 RIP-RAP SURGE RELIEF VAULT (PROTECT) WM 87 BC " #50 STA 8.03 PLACE.5 BED COECT TO EX SURGE VALVE VAULT EC 8.8 #49 WETLAD 5' FSET FROM EX. BOUDARY SEE OTE 9 0 SADERS AP IST# "DIP TEMP PASS PIPIG REQUIRED DURIG COSTRUCTIO (TYP) SEE DETA BC SECTIO " IC #48 EC 0.37 PM 3.4 PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. SEE DETA 3000 MS 76" #47 STA 00 M ATCH LIE SEE EXT RELEASE 0 AS SHOW OCT ' 0' 0' 40' JOB '9" RT '57" RT.48 SCALE "=0' RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\04- A.dgn :0// HORIZ. "=0' VERT. "=8' 7 BEG PROJECT 97.5 COECT TO EX SURGE VALVE VAULT 49.8 PLACE -/4 BED EXISTIG GRADE AT PIPE CL 3' MI COSTRUCT 8" DIP 48.3 XIG (TO BE REMOVED) 37.6 XIG (TO BE REMOVED) EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 4 W ATER M AI PLA AD PRE

5 W Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ PM 3.4 MS 76" # STA 00 M ATCH LIE SEE PREVIOUS BC 6.95 WETLAD BOUDARY 9" #46 PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. (TYP) SEE DETA 995 SIG SECTIO " #45 7" BKO #44 STATE HIGHWAY 4 COMBO FECE EC 7.90 BC 75.3 (E) FECE 3 " #43 " IC #4 PLACE PIPE WITH COC ECASEMET AT WETLAD CROSSIG SEE CCWD STD DWG G09 TEMP PASS PIPIG REQUIRED DURIG COSTRUCTIO GRAVEL (TYP) SEE DETA DRIVEWAY EC BC SADERS AP IST# " IC #4 4 EC 40.6 CULVERT #354 WM 6"-4" SHADE 4"CMP MS 6" CLO #40 " OAK FL= " CLO #39 BC WETLAD BOUDARY 8" OAK 8"DIP 8" IC #38 ROLLERI AP IST# " OAK 5 " OAK R/W 5' FSET FROM EC EX. SEE OTE, 4 WETLAD BOUDARY W BC " PIE 0' 0' 0' 40' SCALE "=0' 8" OAK COECT TO EX W PLACE 50LF HDPE PIPE HDD METHOD W/48" MI COVER MATCH EX PIPE SIZE PIPE SIZE TO BE DETERMIED I FIELD PM 3.5 " PIE ISTALL VALVE & VALVE BOX PER CCWD STD DWG W03 6" OAK 300 "8" OAK 6 STA 600 M ATCH LIE SEE EXT RELEASE 0 AS SHOW OCT JOB '53" LT '0" LT '3" LT EW 8"W RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA '6" RT 6 '7" LT SECTIO 00 FE: S:\330-4 Ebbetts Pass Reach \Plans\05- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL EXISTIG GRADE 3' MI 3' MI COSTRUCT 8" DIP 58.0 XIG 7.9 CAV 9. PLACE -/ BED 8.4 PLACE -/ BED 9. BO 9.9 PLACE -/ BED 38.5 PLACE -/4 BED 6. PLACE -/4 BED 36.8 XIG 40.0 COECT TO W (PIPE SIZE TO BE DETERMIED I FIELD) EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 5 W ATER M AI PLA AD PRE

6 EC W STA 600 M ATCH LIE PM 3.5 SEE PREVIOUS " #37 6 EC EX COECT TO (E) W PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. (TYP) SEE DETA 5' FSET FROM EX. SEE OTE, 4 COMBO FECE (E) FECE 6" #36 6" # BC " #34 REMOVE & RLACE EX FIRE HYDRAT SEE CCWD STD DWG W04 EW "W EX 8"SD WM I WOOD BOX 305 D H Y WM "W "W EC WM PLACE 60LF " HDPE PIPE HDD METHOD. COSTRUCT EW PIPE CROSSIG WITH 48" MI COVER REMOVE & RLACE EX PRV STATIO (PRV #) SEE DETA PRV # "DIP "DIP 4" #33 4" #3 3" #30 4" #3 4" IC #6 9" #9 3" IC #8 4" #7 ROLLERI 3030 AP IST# " #5 35" #4 40" #3 7" BKO # " BKO #0 6" IC # SECTIO 900 PLACE.5 BED STA 87.8 SIG POST CULVERT #354 8"CMP MS 8" CLO #9 DI GRT= FL= PLACE.5 BED STA " IC #8 6" IC #7 6" IC #5 BC " IC #4 4" IC # " CLO # Dist COUTY ROUTE 0 CAL 4 7" BKO # " IC # 0 30" #0 EC " IC #09 6" #08 5" IC # " # POST MES PROJECT " #05 3./37.0 0' 0' 0' 40' SCALE "=0' PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. (TYP) SEE DETA MS 6" CLO # '03" LT 4" IC #03 7" #0 4" IC #99 5" IC # " IC #0 6" IC #98 6 7" #97 STA 00 M ATCH LIE SEE EXT 5" #96 S RREGISTEREDPRESSIOALE GI EE RELEASE 0 AS SHOW OCT JOB SECTIO '45" LT 3.7 Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\06- A.dgn :0// HORIZ. "=0' VERT. "=8' RLACE 66.4 EX "W XIG 9. GV & COECT TO 6"W (TO PRV #) EXISTIG GRADE AT PIPE CL 3' MI COSTRUCT 8" DIP EXISTIG GRADE COSTRUCT " DIP PLACE -/ BED 98.4 XIG PLACE -/ BED ' MI EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 6 W ATER M AI PLA AD PRE 3

7 " #05 MS 6" CLO #04 4" IC #03 7" #0 4" IC #99 5" IC #00 5" IC #0 6" IC #98 7" #97 5" #96 8" #95 7" SP #94 7" SP #93 5" SP #9 5" IC #90 8" SP #89 7" SP #88 MS 44" BKO #87 4" #9 6" #84 9" #86 5" SP #85 7" SP #83 4" #8 6" SP #8 4" IC #80 7" #79 5" IC #78 " SP #74 5" SP #75 8" BKO #73 6" #77 4" IC #7 6" #76 6" IC #7 5" IC #70 4" IC #69 6" IC #68 4" IC # 4" IC #66 7" IC # 8" IC #64 " IC #63 4" IC #6 4" #6 8" IC #60 6" BKO #59 4" #58 5" CLO #57 4" IC #56 0" #55 6" IC #53 5" IC #54 4" IC #5 6" IC #49 7" #50 4" IC #46 " #48 5" IC #47 7" #45 EC Dist COUTY ROUTE POST MES PROJECT S 3050 STA 00 M ATCH LIE SEE PREVIOUS PM COMBO FECE (E) FECE ROLLERI AP IST# PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. (TYP) SEE DETA 0' 0' 0' 40' STA PLACE.5 BED SCALE "=0' BC SECTIO ' FSET FROM EX. SEE OTE, ISTALL CAV & VALVE BOX PER CCWD STD DWG W05 STATE HIGHWAY 4 EC "DIP 4 DI PLACE.5 BED STA GRT= FL= " IC #5 ISTALL BLOWF VALVE & VALVE BOX PER CCWD STD DWG W06A " #43 " #4 5" IC #4 5" #40 9" #38 4" IC #39 CULVERT # " IC #37 4" #36 0" #44 5" IC #35 5" #34 BC CAL 4 3./37.0 PLACE.5 BED STA " IC #33 5 " #3 9" #3 9" #9 " #30 4" IC #7 BROSTKO 3085 TELE POLE AP IST# " #8 4" #6 " #4 6" IC #3 6" IC #5 4" # " IC # 6" #0 7" IC #9 9" #8 5" IC #7 6 9" #6 7 STA 600 M ATCH LIE SEE EXT 6" IC #4 RELEASE 0 AS SHOW OCT EW "W JOB SECTIO '0" RT '3" RT 6.85 RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\07- A.dgn :0// HORIZ. "=0' VERT. "=8' ' MI EXISTIG GRADE AT PIPE CL XIG CAV 3' MI COSTRUCT " DIP PLACE -/ BED PLACE -/ BED 58.6 GV & BO 3' MI ' MI EXISTIG GRADE EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 7 W ATER M AI PLA AD PRE 4

8 3080 BC Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ TELE POLE " #4 6" IC #3 6" IC #5 4" # 6" IC # " #0 7" IC #9 9" #8 SEE PREVIOUS STA 600 M ATCH LIE 5" IC #7 9" #6 6 6" IC #4 9" #5 " #3 5" IC # 9" #0 9" # 0" #09 7" #08 PM 3.7 0" IC #07 5" #06 0" #05 PLACE.5 BED STA SECTIO EX. COMBO FECE PLACE.5 BED STA D H Y EC ' FSET FROM EX. SEE OTE, 4 AP IST# GATE BROSTKO DI GRT= FL= WM CULVERT #380 FL= "CMP FL= "DIP 7" CBW #04 7" IC #03 GRAVEL DRIVEW AY 3095 REMOVE & RLACE EX FIRE HYDRAT SEE CCWD STD DWG W04 AZEVEDO MAC WLIE AP AP LOT, R.O.S. -49 LOT, R.O.S. -49 IST# IST# CAL-FIRE SIG 305 BC EC WM STA 300 M ATCH LIE SEE EXT 3 RELEASE 0 AS SHOW OCT JOB ' 0' 0' 40' SCALE "=0' EW "W SECTIO '49" RT '0" LT 4.0 RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\08- A-8.dgn :0// HORIZ. "=0' VERT. "=8' ' MI EXISTIG GRADE AT PIPE CL 3' MI FH ' MI COSTRUCT " DIP EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 8 W ATER M AI PLA AD PRE 5

9 Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ ' 0' 0' 40' SCALE "=0' REMOVE & RLACE EX PRV STATIO (PRV #3) BC EC SEE PREVIOUS STA 300 M ATCH LIE WM PM 3.8 FL= " #0 " #0 HW CULVERT #389 FRIED 36"CMP AP LOT 3, R.O.S. -49 IST# "CMP FL=305.5 SIG POST 5' FSET FROM EX. SEE OTE, 4 VO ASPER AP LOT 4, R.O.S O.R. 055 "DIP BC "CMP SECTIO 3400 EC SEE DETA 54 STRAW BERY HL RD FL=30.8 D H Y 6" PIE #T 35" PIE #T " PIE #T 3" PIE #T PRV #3 REMOVE & RLACE EX FIRE HYDRAT SEE CCWD STD DWG W04 FL= "CMP BC MS 50" #000 FL=37.64 ROSARIO AP IST# EX. COMBO FECE R/W EC R/W STA 3600 M ATCH LIE SEE EXT RELEASE 0 AS SHOW OCT JOB 30 EX " SD RREGISTEREDPRESSIOALE GI EE '45" LT '58" LT EW "W SECTIO 3400 Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\09- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE 3' MI EXISTIG GRADE AT PIPE CL COSTRUCT " DIP 3' MI 4' MI GV & COECT TO 6"W (TO PRV #3) EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 9 W ATER M AI PLA AD PRE 6

10 Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./37.0 FL= ' 0' 0' 40' POST ME SECTIO FL=? BURIED SCALE "=0' BC "CMP MS 50" #000 ROSARIO AP IST# EC STA 3600 M ATCH LIE SEE PREVIOUS R/W 36 3" #999 3" #998 7" 8" 4" 7" 37 " " 9" IC #997 PM 3.9 " 9683 " 40" #996 3" " 6" ISTALL CAV & VALVE BOX ISTALL BLOWF VALVE & VALVE BOX PER CCWD STD DWG W06A " #995 " PER CCWD STD DWG W05 DEROUSSE AP IST# " IC #994 7" 9" #993 PLACE 45 BED STA "DIP STA PLACE.5.5 BED 4" IC #99 4" IC #99 39 BC " IC #990 9" IC #989 EC #987? 0" #986 4" IC #985 " IC #984 4" #983 " IC #98 0" IC #98 9" #980 0" IC #979 4" IC #978 TEMP PASS PIPIG REQUIRED DURIG COSTRUCTIO (TYP) SEE DETA 5' FSET FROM EX. SEE OTE, 4 ROSEBERGER AP O.R COST FECE EX " #977 STA 400 M ATCH LIE SEE EXT 4 RELEASE 0 AS SHOW OCT JOB '00" LT EW "W SECTIO 3900 RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\0- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL 79.0 XIG 97.0 CAV 97.7 PLACE -/4 BED 7.4 PLACE -/4 BED 8. BO 3.5 PLACE -/4 BED COSTRUCT " DIP 4. XIG 47.3 PLACE -/4 BED EXISTIG GRADE 360 4' MI EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 0 W ATER M AI PLA AD PRE 7

11 0" CEDAR 7" CEDAR " CEDAR " CEDAR 8" PIE 0" PIE 7" PIE 370 EC BC " OAK 3" PIE 9" CEDAR "W Dist COUTY ROUTE POST MES PROJECT S 4" IC #978 FL=? BURIED 360 STA 400 M ATCH LIE 4" #977 4" IC #976 6" BM #975 4" IC #974 4" BM #973 8" BM #97 5" BM #97 5" BM #970 3 SEE PREVIOUS W M 4 ST SIG SUSET RIDGE DR DW Y 0" CMP TEMP PASS PIPIG REQUIRED DURIG COSTRUCTIO (TYP) SEE DETA BC FL= " IC #969 SIG CALL BF DIG EC W ATER BOX 4 5" #968 "W 7" BM #9 W M '39" RT '49" LT '39" RT '09" RT 3.7 COECT TO (E) W PM 33.0 EX PRV #4 COECT TO EX W 375 PLACE 60LF " HDPE PIPE HDD METHOD. COSTRUCT EW PIPE CROSSIG WITH 48" MI COVER REMOVE EX PRV, VALVES & PIPIG. PROTECT EX VAULT RECOECT PIPIG ISIDE VAULT BC " DC #966 5" DC #9 5" DC #964 5" DC # MS 9" DC #96 SECTIO " DC #96 5" DC #960 EC "DIP 0' 0' 0' 40' SCALE "=0' 44 5' FSET FROM EX. SEE OTE, 4 STATE HIGHWAY 4 0 CAL 4 3./ " DC #959 6" DC #958 5" DC #957 4" DC #956 5" DC #955 4" DC #954 0" # EW "W BC EX. R/W EX. SECTIO 4350 PLACE ILIE PRV STATIO (EW PRV #4) SEE DETA 54 EC STA 4600 M ATCH LIE SEE EXT 46 RELEASE 0 AS SHOW OCT JOB MERICA RREGISTEREDPRESSIOALE GI EE ROSEBERGER AP O.R. 566 ZIFEL AP IST# AP IST# Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\- A.dgn :0// HORIZ. "=0' VERT. "=8' XIG GV & COECT TO 6"W (TO PRV #4) "W XIG 0.5 EX "W XIG EXISTIG GRADE 3' MI 4' MI EXISTIG GRADE AT PIPE CL 3' MI COSTRUCT " DIP 5.0 EW ILIE PRV STATIO # EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG W ATER M AI PLA AD PRE 8

12 Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./37.0 0" #953 SEE PREVIOUS EC STA 4600 M ATCH LIE 46 0' 0' 0' 40' PLACE PIPE WITH COC ECASEMET AT WETLAD CROSSIG SEE CCWD STD DWG G09 FL=39.96 #330 CULVERT 4"CMP WETLAD BOUDARY 47 SECTIO 4700 BC PM ' FSET FROM EX. SEE OTE, 4 30 PCC "DIP EX. COMBO FECE ST FECE R/W (E) FECE 49 QUITIQUIT AP PARCEL, P.M IST# PCC WM PRV #5 REMOVE & RLACE EX FIRE HYDRAT SEE CCWD STD DWG W04 H Y H Y D D BRICE STATIO RD EC STA 500 M ATCH LIE SEE EXT RELEASE 0 AS SHOW OCT SCALE "=0' EW "W JOB SECTIO '0" RT '48" RT '4" RT RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE EXISTIG GRADE AT PIPE CL COSTRUCT " DIP 3' MI GV & COECT TO 6"W (TO PRV #5) EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG W ATER M AI PLA AD PRE 9

13 Dist COUTY ROUTE POST MES PROJECT S PRV#5 H Y H Y D D STA 500 M ATCH LIE SEE PREVIOUS EC CAL BRICE STATIO RD 0' 0' 0' 40' SCALE "=0' STOP REMOVE & RLACE EX PRV STATIO (PRV #5) SEE DETA SIG POST 5' FSET FROM EX. SEE OTE, 4 PM 33. STATE HIGHWAY 4 "DIP PETTS SECTIO 5400 AP PARCEL, P.M IST# MS 5" BKO #95 50" #95 8" BKO #950 MS " BKO #949 EX. R/W (E)FECE 3./37.0 7" BKO #948 7" IC #947 3 STA 5600 M ATCH LIE SEE EXT RELEASE 0 AS SHOW OCT JOB EW "W RREGISTEREDPRESSIOALE GI EE SECTIO 5400 Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\3- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE 3' MI EXISTIG GRADE AT PIPE CL 4' MI 3' MI COSTRUCT " DIP EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 3 W ATER M AI PLA AD PRE 0

14 Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ SEE PREVIOUS STA 5600 M ATCH LIE 7" BKO #948 7" IC # BC " IC #946 6" IC #945 4" IC #944 8" IC #943 WOOSTER AP LOT 3, R.O.S. 3- IST# FL= "CMP FL= PM 33.3 STATE HIGHWAY 4 "DIP HISTORIC SITE BOUDARY 345 SECTIO ' 0' 0' 40' SCALE "=0' PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. (TYP) SEE DETA 5' FSET FROM EX. SEE OTE, 4 EBBETTS PASS MIISTRIES AP LOT, R.O.S EX. 350 COMBO FECE R/W EW "W WM STA 600 M ATCH LIE SEE EXT 6 RELEASE 0 AS SHOW OCT JOB '4" RT 6.8 SECTIO RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\4- A-58.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL 3' MI EXISTIG GRADE COSTRUCT " DIP 4' MI EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 4 W ATER M AI PLA AD PRE

15 EC.96 STOP BC Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ PM 33.4 EC WM 6 PCC SECTIO 0 0' 0' 0' 40' SCALE "=0' SEE PREVIOUS STA 600 M ATCH LIE EX. 5" AS #94 COMBO FECE MS 9" #940 ISTALL VALVE & VALVE BOX PER CCWD STD DWG W03 8" FC #94 8" #939 6 COECT TO EX W PIPE SIZE TO BE DETERMIED I FIELD EX TAHOE DRIVE PRV STATIO TO REMAI WV WV ARV DI PRV#6 REMOVE EX ARV & WV's CRAWFORD AP LOT, R.O.S. 3- WV WV WV GRT= O OUTLET 355 8" IC #938 " IC #937 7" #936 WM D H Y RLACE (E) HYDRAT PER CCWD STD DWG W04 TAHOE DRIVE 63 4" #934 8" #935 "DIP 9" #933 5" #93 7" #93 0" #930 8" IC #99 6" IC #98 8" #97 R/W " #96 6" IC #95 HALLIWELL AP R.O.S. 6-6 OTE: EXISTIG 6" A.C. PIPE FROM PRV #6 TO CEDAR VISTA DRIVE TO REMAI I SERVICE WITH PIPELIE RLACEMET " IC #93 3" #94 8" #9 6" IC # " IC #90 5" IC #99 5" #98 3" #96 " IC #97 " #95 5" IC #94 6"AC 8" IC # " IC #9 5" IC #9 6" IC #90 9" IC #909 5" IC #908 9" IC #907 0" IC #906 5' FSET FROM EX. SEE OTE, 4 HALLIWELL AP R.O.S " IC # " #904 5" IC #903 & 6"AC I COMMO TRECH 9" #90 STA 6600 M ATCH LIE SEE EXT 4" #90 RELEASE 0 AS SHOW OCT JOB 340 EW "W SECTIO '3" RT '3" RT RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\5- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL EXISTIG GRADE 3' MI 4' MI COSTRUCT " DIP 7. GV & COECT TO W (PIPE SIZE TO BE DETERMIED I FIELD) EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 5 W ATER M AI PLA AD PRE

16 EC 3.0 " IC #884 SECTIO 6800 " IC #883 6" IC #88 9" IC #88 38" IC #880 5" IC #879 4" IC #878 0" IC #876 7" IC #877 BC Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ '4" LT " IC #905 5" # " IC #903 STA 6600 M ATCH LIE SEE PREVIOUS 9" #90 4" #90 8" IC # " IC #899 BC CEDAR VISTA DR EX STOP ST LT 6" BKO #898 44" IC #897 EW "W " #896 4" IC #895 8" IC #894 6" IC #893 6" IC #89 SADERS AP LOT 7, SUB '09" LT 84.6 #890 " IC #89 6" IC #888 MS 3" PW #889 6" IC #887 H.W. 8" IC # " IC #885 8"CMP CULVERT # FL= PM "DIP 355 FOREST MEADOWS IC. AP PARCEL A, R.O.S ' FSET FROM EX. SEE OTE, 4 OTE: 3" IC #875 6" BKO #874 6" IC #873 WM 7" IC #87 " BM #87 DI HISTORIC SITE BOUDARY 36"CMP VERIFY LOCATIO EXISTIG FOREST MEADOWS AREA UDERGROUD UTITIES BEFORE BEGIIG PIPELIE RLACEMET PROJECT IMPROVEMETS GRT= FL 36"OUT=35.37 FL 4"I= " BM #870 " IC #869 CULVERT #3363 FOREST MEADOWS IC. 36"CMP AP LOT, SUB 4-5 0' 0' 0' 40' SCALE "=0' STA 700 M ATCH LIE SEE EXT 7 RREGISTEREDPRESSIOALE GI EE RELEASE 0 AS SHOW OCT JOB SECTIO Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\6- A.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL EXISTIG GRADE 4' MI 3' MI ' MI CLR COSTRUCT " DIP 69.5 EX 8" CMP XIG 6.4 EX 36" CMP XIG EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 6 W ATER M AI PLA AD PRE 3

17 4" PIE 7" PIE 7" PIE 5" CEDA " CEDAR 6" CEDAR 6"W 6" CEDAR " CEDAR 6" CEDAR 39" CEDAR 0" CEDAR 6" CEDAR 8" PIE 0" CEDA 6" PIE 6" CEDAR 8" CEDAR POB CULVERT # "CMP STA 700 M ATCH LIE SEE PREVIOUS 7 4"CMP DWY COECT TO EX 8"ACP W/ EW 8" DIP LIGHT POLE 4"x CEDAR PVC STUB OUT 9" PIE DWY 8" CEDAR AC 7 STOP DWY FL 4" CMP= AC "CMP AC 355 WATER METER 6"AC H Y D PRV #7 3 4" CEDA H Y D FL "CMP= " CEDAR 43" CEDAR COECT TO EX 6"AC 360 SIG POST 5'x30' LAUCH PIT 73 0'x0' RECEIVIG PIT REMOVE & RLACE HALL CURB AP LOT, SUB 4-5 BUDIG WTR LIE STUB OUT PLACE LF 6" DIP CARRIER PIPE BORE & JACK W/48" MI COVER SEE CCWD STD DWG G0 AD PLA AD PRE 60 REMOVE & RLACE EX PRV STATIO (PRV #7) SEE DETA 55 PLACE 45 BED STA "DIP BC " PIE 5" IC #860 6" #86 WATER METER PLACE 45 WYE STA " CEDA 6"AC 40" CEDA 7" PIE 6" C "X-7" PI 8" PIE SECTIO " IC #859 9" CEDAR 74 7" CEDAR 4" IC #858 0"-9" CEDAR GATE POST GATE POST 6" CEDAR 3 PM ' FSET FROM EX. SEE OTE, 4 ISTALL CAV & VALVE BOX PER CCWD STD DWG W05 Dist COUTY ROUTE 0 CAL 4 STA EQ 7490 BACK 75 AHEAD EC SIG POST EX. TBC -0 SIG HISTORIC SITE BOUDARY POST MES PROJECT 3./ COMBO FECE ST FECE R/W EW "W SECTIO S STA 7600 M ATCH LIE SEE EXT RELEASE 0 AS SHOW OCT FOREST MEADOWS IC. AP LOT, SUB 4-5 0' 0' 0' 40' SCALE "=0' EC FOREST MEADOWS DRIVE FL "CMP=36.08 " IC #868 4" IC #866 5" IC #8 SIG 9" IC #8 MS " BKO #864 9" BM #863 8" BM #86 EX FIRE HYDRAT SEE CCWD STD DWG W04 HISTORIC SITE BOUDARY OTE: PRC VERIFY LOCATIO EXISTIG FOREST MEADOWS AREA UDERGROUD UTITIES BEFORE BEGIIG PIPELIE RLACEMET PROJECT IMPROVEMETS '" LT 4 49'38" RT RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA JOB FE: S:\330-4 Ebbetts Pass Reach \Plans\7- A-73.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL EXISTIG GRADE 4' MI STA EQ IDETICAL POITS COSTRUCT " DIP 04.0 COECT TO 8"W 33. XIG 46.4 XIG 50.0 GV.0 6"W XIG 99.6 XIG 07.0 PLACE -/ BED 0.7 PLACE -/ BED 46. CAV EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 7 W ATER M AI PLA AD PRE 4

18 STA 7600 M ATCH LIE SEE PREVIOUS CULVERT #3376 8"CMP BC Dist COUTY ROUTE POST MES PROJECT S 0 CAL 4 3./ SIG POST SIG POST CURB WETLAD BOUDARY H.W. FL=363.5 CURB 78 "DIP PM ' FSET FROM EX. SEE OTE, 4 PLACE TEMPORARY FECIG DURIG ADJACET PIPELIE COSTRUCTIO. (TYP) SEE DETA EC SECTIO SIG ISTALL BLOWF VALVE & VALVE BOX PER CCWD STD DWG W06A 0' 5' 0' 0' 40' 7" IC #857 HISTORIC SITE BOUDARY RARE PLAT BOUDARY MIARIK AP IST# COMBO FECE ST FECE 6" # BC " IC # ISTALL CAV & VALVE BOX PER CCWD STD DWG W05 EC STA 800 M ATCH LIE SEE EXT 8 RELEASE 0 AS SHOW OCT SCALE "=0' JOB EW "W SECTIO '6" RT '3" LT. RREGISTEREDPRESSIOALE GI EE Exp STATECALIFORIA FE: S:\330-4 Ebbetts Pass Reach \Plans\8- B.dgn :0// HORIZ. "=0' VERT. "=8' EXISTIG GRADE AT PIPE CL 3' MI COSTRUCT " DIP 5.4 BO CAV EBBETTS PASS W ATER SYSTEM REACH PIPELIE RLACEM ET PROJECT CCW D CIP 085 Suite 04 Citrus Heights, CA 9560 Tel. (96) Fax (96) WATER RESOURCES - SURVEYIG 8 W ATER M AI PLA AD PRE 5