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HomeMy WebLinkAbout3688-1PUBLIC SEWER IMPROVEMENT PLANS GENERAL SEWER NOTES: TRACT NO* 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PREVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENT OF THE DIVISION OF INDUSTRIAL SAFETY IF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD , THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO, GAS, TELEPHONE ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAY NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED, 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARK SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENT. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON- ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27, SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. 2 WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE o THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. a 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. D 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. a 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. ' 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD n DRAWINGS TO THE CITY ENGINEER. N ENGINEER'S NOTICE TO CONTRACTOR: 0 N 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND o HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR Ln ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 0 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED w OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY it w MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF z ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST w BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION i OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL o CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. Ln FOR 16318, LOTS 1-36 - FIELDSTONE w. ,.W.. : F s 7 \ LOT "A" \ 'Ib \ �O, \ NMI 1111,1LIN Ims 0 r INDEX MAP SCALE: 1 "=100' LEGEND AND ABBREVIATIONS: CITY OF FONTANA UTILITY LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CAL. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W. LUGONIA AVENUE (800) 227-2600 REDLANDS, CA 92374 EMERGENCIESS47 (800) 427-2200 1)05 DUPONTT AVE MCAST CABLE ) VICINITY MAP W W =2NUE ONTARIO, CA 91761 SO. CAL. EDISON COMPANY QUANTITY Z 300 N. PEPPER AVENUE 927 RIALTO, CA 92376 2 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND 1400 E. PHILLIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 909 637-1233 - PIPELINES (800) 227-2600 909 357-6223 - DISTIBUTION HIGHLAND CUCAMONGA VALLEY WATER DISTRICT --" 10440 ASHFORD STREET W COMPACTED 90% RANCHO CUCAMONGA, CA 91729 (909) 987-2591 zS. 1" MAX SIZE EX. EXISTING EXISTING STORM DRAIN SELECTED NATIVE FF FINISHED FLOOR PACIFIC RAILROADwm PROPOSED WATER LATERAL SOIL COMPACTED 95% ELINE VENUE BEDDING COMPACTED LINE AVENUE FINISHED GRADE CITY OF EXISTING WATER PIPELINE (� `j' BLOW -OFF VALVE RANCHO CUCAMONGA S. FS MI LER AVENU EXISTING SEWER LINE 6" MIN. 6" MIN. X FH FIRE HYDRANT FOOTHILL BOULEVARD PROPOSED VALVE 10" MAX. COUNTY OF SAN BERNARDINO 10" MAX. �RRJW H GHWAY VICINITY MAP SEWER CONSTRUCTION NOTES: PERCENTAGE PASSING SIEVES ONTARIO, CA 91761 SO. CAL. EDISON COMPANY QUANTITY (909) 390-4738 300 N. PEPPER AVENUE 927 RIALTO, CA 92376 2 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND 1400 E. PHILLIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 909 637-1233 - PIPELINES (800) 227-2600 909 357-6223 - DISTIBUTION C.L. CUCAMONGA VALLEY WATER DISTRICT --" 10440 ASHFORD STREET 3" MAX. SIZE NATIVE COMPACTED 90% RANCHO CUCAMONGA, CA 91729 (909) 987-2591 VICINITY MAP NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. TABLE: 200-1.2 [A] SEWER CONSTRUCTION NOTES: PERCENTAGE PASSING SIEVES 1 1/2" NO. DESCRIPTION QUANTITY UNIT 1 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 927 LF 2 CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. DWG NO. 112 6 EA 3 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG NO. 125 1,059 LF 4 INSTALL 8" D.I.P. CL -50 SEWER MAIN 87 LF 5 INSTALL BACKWATER CHECK VALVE 13 EA NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. TABLE: 200-1.2 [A] SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2" - 1" - 3/4" 100 1/2" 90-100 3/8" 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 TEXT GRADING B 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. SOILS ENGINEER PACIFIC SOILS ENGINEERING, INC. 10653 PROGRESS WAY P.O. BOX 2249 CYPRESS, CALIFORNIA 90630 TEL.: (714) 220-0770 FAX: (714) 220-9589 CONTACT• PAUL J F C TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10 DEEP crlw- NTS SHEET INDEX: TITLE SHEET SHT 1 SEWER IMPROVEMENT PLAN SHT. 2 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND BASIS OF BEARING: CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE1J. U ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN BEING N00'11'30"E PER TRACT MAP NO. 15958, Gf CALF o SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. M.B. 271/89-92 a. Z REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: BENCH MARK: PREPARED BY: CITY OF FONTANA �' G ALERT SHOULD CONTSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET pROFESS,OY 10390 Commerce Center Dr., Ste. 200 TWO YEARS OF THE DATE OF APPROVAL NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF ��°,�N �<9<� Rancho Cucamonga, California 91730 SEWER IMPROVEMENT PLAN DIAL TOLL FREE �. FIELDSTONE COMMUNITIES INC. �� �, ' Phone (909) 581-0676 SHOWN HEREON AND CARRIED FORTH INA EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. SCALE: N FAX (909} 561-0896 DRAWN BY: SC p /� f� 1-soo-227-2600 DILIGENT MANNER, THE CITY ENGINEER MAY 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE N0. C 047255 Civil Engineers • Land Surveyors TRACT N 16318 9 AT LEAST TWO DAYS -- REQUIRE REVISIONS TO THE PLANS TO IRVINE, CA 92618 #54-379 OVER ETIWANDA FLOOD CHANNEL. � Exp. 12/31/05 b Job Number: 655.0101 DESIGNED BY: JC DATE: 11/22/04 BEFORE You AIG _ BRING THEM INTO COMFORMANCE WITH - CHECKED BY: VE DWG No. of (949) 790-5400 1194.630 .1 CiV01 / %D� /// 1 UNDERGROUND SERVICE ALERT - CONDITIONS AND STANDARDS IN AFFECT ELEVATION:"rF OF cA��Fo�� - LJ -��� 2 OF SOUTHERN CALIFORNIA l CC.Otzb dP`�IN�rJ Si21 Cl 51E ' �' STEVE L. ELLIS DATL CITY ENGINEER R.C.E 15 3688 2 E AC ASPHALT CONCRETE NATIVE SOIL C.L. CENTERLINE --" AIR & VACUUM RELEASE vavE 3" MAX. SIZE NATIVE COMPACTED 90% 1" MAX SIZE EX. EXISTING EXISTING STORM DRAIN SELECTED NATIVE FF FINISHED FLOOR PROPOSED WATER LATERAL SOIL COMPACTED 95% BEDDING COMPACTED FG FINISHED GRADE EXISTING WATER PIPELINE (� `j' BLOW -OFF VALVE TO 90% FS FINISHED SURFACE EXISTING SEWER LINE 6" MIN. 6" MIN. FH FIRE HYDRANT EXISTING GAS LINE ® PROPOSED VALVE 10" MAX. 10" MAX. FL FLOW LINE EXISTING ELECTRICAL CONDUIT P; PROPOSED TEE C G GAS GRADE BREAK EXISTING TELEPHONE CONDUIT EXISTING MANHOLE (SMH, SDMH or EMH) PROPOSED STORM DRAINGB _ _ _ _ NINV HP HIGH POINT INVERT ELEVATIONEXISTING FIRE HYDRANTLD 16 PROPOSED THRUST BLOCK N D LOCAL DEPRESSION EXISTING VALVE ©PROP. IRRIG. BACKFLOW PREVENTION DEVICE_ ---LF LINEAL FEETPROPOSED MAXIMUM EXISTING STREET LIGHTMH WATER METERMAX TS1EI MANHOLE EXISTING CONTOUR -� PROPOSED CAP6" MAX. SIZE SOILPL +ono MIN MINIMUMNATIVE PROPERTY LINE / PROPOSED SEWER LATERAL '-- PROPOSED STREET LIGHT COMPACTED 90% MAX SIZE ECTED NATIVE PA PLANTED AREA 0 PROPOSED SEWER CLEANOUT BEDDING COMPACTED 8 VCP DIP R/W RIGHT OF WAY ® PROPOSED GREASE INTERCEPTOR -1045 PROPOSED CONTOUR TO 90% �r S= SLOPE OF PIPE _ _ _ _ TRACT BOUNDARY SD SWR STORM DRAIN- SEWER --€ PROPOSED BACKFLOW PREVENTION DEVICE PROPOSED STORM DRAIN CURB INLET SS TC SANITARY SEWER TOP OF CURB PROPOSED FIRE DEPT. CONNECTION PROPOSED SEWER LINE PROPOSED STORM DRAIN GRATED INLET N TF TOP OF FOOTING PROPOSED SEWER MANHOLE 2:1 SLOPES 1 /2" CRUSHED STONE BEDDING TG TOP OF GRATE PER STD. SPECS. FOR PUBLIC TW TOP OF WALL P PROPOSED WATER PIPELINE o RETAINING WALL D WORKS CONSTRUCTION TABLE TYP TYPICAL C 200 1.2 [A] SHOWN W WATER"'444��� -_ FIRE HYDRANT ASSEMBLY - ° F CUT/FILL LINE p Uj p WM WATER METER � GATE VALVE A -F d � WV WATER VALVE BENCHMARK D TYPICAL BEDDING n FOR 8 VCP/DIP 8" VCP/DIP 10 OR DEEPER ' NTS SOILS ENGINEER PACIFIC SOILS ENGINEERING, INC. 10653 PROGRESS WAY P.O. BOX 2249 CYPRESS, CALIFORNIA 90630 TEL.: (714) 220-0770 FAX: (714) 220-9589 CONTACT• PAUL J F C TYPICAL BEDDING FOR 8" VCP/DIP LESS THAN 10 DEEP crlw- NTS SHEET INDEX: TITLE SHEET SHT 1 SEWER IMPROVEMENT PLAN SHT. 2 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND BASIS OF BEARING: CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE1J. U ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN BEING N00'11'30"E PER TRACT MAP NO. 15958, Gf CALF o SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. M.B. 271/89-92 a. Z REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: BENCH MARK: PREPARED BY: CITY OF FONTANA �' G ALERT SHOULD CONTSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET pROFESS,OY 10390 Commerce Center Dr., Ste. 200 TWO YEARS OF THE DATE OF APPROVAL NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF ��°,�N �<9<� Rancho Cucamonga, California 91730 SEWER IMPROVEMENT PLAN DIAL TOLL FREE �. FIELDSTONE COMMUNITIES INC. �� �, ' Phone (909) 581-0676 SHOWN HEREON AND CARRIED FORTH INA EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. SCALE: N FAX (909} 561-0896 DRAWN BY: SC p /� f� 1-soo-227-2600 DILIGENT MANNER, THE CITY ENGINEER MAY 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE N0. C 047255 Civil Engineers • Land Surveyors TRACT N 16318 9 AT LEAST TWO DAYS -- REQUIRE REVISIONS TO THE PLANS TO IRVINE, CA 92618 #54-379 OVER ETIWANDA FLOOD CHANNEL. � Exp. 12/31/05 b Job Number: 655.0101 DESIGNED BY: JC DATE: 11/22/04 BEFORE You AIG _ BRING THEM INTO COMFORMANCE WITH - CHECKED BY: VE DWG No. of (949) 790-5400 1194.630 .1 CiV01 / %D� /// 1 UNDERGROUND SERVICE ALERT - CONDITIONS AND STANDARDS IN AFFECT ELEVATION:"rF OF cA��Fo�� - LJ -��� 2 OF SOUTHERN CALIFORNIA l CC.Otzb dP`�IN�rJ Si21 Cl 51E ' �' STEVE L. ELLIS DATL CITY ENGINEER R.C.E 15 3688 2