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Home My WebLink About4280-1ALL WORK SHALL BE' IN ACCORDANCE' WITH THESE PLANS, THE CITY OF FONTANA 27. SHORT VCP STUBS W/77H FLEXIBLE- COMPRESSION JOINTS SHALL. BE USED AT MANHOLE STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR W4LLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. I JL PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL. REFERENCE SPECIFICATIONS AND STANDARDS SHALL. BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 28, PRIOR TO. CONSTRIUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY E-LEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL. OF CONNEC77ONS 2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT TO FEXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS -W'El IMF R0_VE_1\/.[EN'T Plj.AN�) CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONs IN THE "GRE -EN SHOWN ON THE PLANS, SE BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEFE'R FOR RESOLUTION. 29, ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY 'THE CITY ENGINEER, 3, ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 4-- 8 TERMINA 7 ALL 4"' HOUSE SEWER LATERALS 3 FEET IN-sIDE rHE LOT WITH A PLUG 12') TR,ACT N o o. 1'7'-D 4, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS INS CTI N R INATIONSHALL IT R Q ESTED AT L AST TWO WORKING DAYS IOR MLA,'�) L t' M IML U "Ll I T L_ LM 114 TO THE START OF ANY WORK IN PUBLICRIGHT-OF-WAY WIThViN THE CITY LiMIT-13. CALL THE FACE OF' THE CURB AT THE (909) 350- 7610, 31, THE SEWER CONTRACTOR SHALL STAMP AN "S" IN LOCATION OF THE SEWER LATERAL. 5� THE CONTRACTOR SHALL. CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS ANO PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC 32, EXI TING UTILITIES 0 ANY 01H t- A C;/Ll I It. pq�Lj I VVjjrj IN rm�jr r S, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY IMPROVEMENT, A OC-AWNIf.-C IAXAAI:' I A Tr] V IjOCATION MAP N�T.S� N Ml`Lt I I /v t- u fvlm/�A I Z) Ai L L t- /Vr��C MLL 01k,71NIPOP, 12 9 1 37. Ul -R TRAFFIC CONTROL DEVICES TO THE SATISFACTION TRIP/NG, BARRICADES, AND OTHE 9, NO MATERIAL, OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF" WAY WITHOUT APN 0?46-031-440000 APN OP -46-031-450000 APN OP46-031460000 APN OeO-031-470000 APN GR46031-480000 APN 0246-031--490000 OBTAINING A SEPARATF PERA41T FOR THAT PURPOSE. OF THE CITY TRAFFIC ENGINEER. -BUILT DRAWINGS SHALL_aF PR0_VlDED,,,*BY THE CONTRACTOR TO THE ENGINEER OF 38, AS 10, THE LOCAPONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE -HE CITY ENGINEER. i Mw #,N ECORD DR#'W,,GS TO 7 RECORD, WHO SHALL PROVIL INFORMATION, HOWEVER, IT' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO D RMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY" EXISTING ETE -0 EXERCISE PROPER PRECAUTION TO AVOID OAMAGE UTILITIES, AND 7 00 THERETO. THE CONTRACTOR SHALL CONTACT LINDERGROUND SERVICE' ALERT AT 1-800--227-.2600 TWO WORKING DAYS BEFORE EXCAVATION. INDEX SHEET ACTOR SHALL COORDINATE' CONSTRUCTION WITH ALL UTILITY COMPANIES 11 THE CON TR SHEET 1 TITLE SHEET SEWER IMPROVEMENT PLAN r rP -0 TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATEE-R, RECLAIMED WATER, SEWER, SHEET 2 SEWER PLAN AND PROFILE LAUREL AVE AND LINE A INCLUDING, BUT NOT LIMITE STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIE'S SHALL BE I L T GIVEN TWO WORKING DAYS NOPCE PRIOR TO WORK AROUND 7-1--/E'/R FACILITIES. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES 12� -E W1 TH BENCHMARK WITHOUT APPROPRIATE AGENCY AUTHORIZATION, CONTRACTOR SHALL COORDINA7 -4- THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, CITY OF' FONTANA BENCHMARK 516 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE N 0 7FD, ELEVA TION: 1268.82 THWEST CURB RETURN) DESCRIPTION.- PKNOW (NOR 14. ADEQUA TE CONSTRUCTION CONTROL STAKES SHALL. BE SET' BY THE' ENGINEER To INTERSECTION OF' LAUREL ST. AND ARROW BLVD. ENABLE THE CONTRACTOR 70 CONSTRUCT 7HE WORK TO THE PLAN GRADES, THE `VATION OF BENCHMARKS AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE' PRESER -RUCTION, CONSTRUCTION CONTROL STAKING DURING CONS7 r T 15, T1 IE CONTRACTOR SHALL. NOT DISTURB E)OSTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. BASIS OF BEARING 16, REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONFROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE' DONE BY A REGISTERED THE CENTER LINE OF LAUREL AVENUE CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE BE-ING N 0*10' 30" W AS SHOWN ON THE EXISTING SULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE -156 RECORDED DESTROYED AS A RE, RECORD OFSURVEY03 CARPORT _Y THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO CONTRACTOR SHALL NOTIF IN BOOK 120, PAGE 6 RECORDS OF SAN BERNARDINO PAD=(1285,5±) THAT TIES TO MONUME-NTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF' THE COUN TY, APN 0246031-MOOG MONUMENT ASPH INDEX MAP 17. THE CONTRACTOR SHALL MAINFAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINfMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE i =40' CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. CITY OF FONTANA, UTILITY NOTIFICATION LIST, 1& THE CONTRAC'TOR SHALL. PROVIDE AND MAIN7AIN AN EFFECTIVE MEANS OF DUST S.B.C. INC. CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIME -3. CF� OF FONTANA 3939 E. CORONADO STREET 8353 SIERRA AVENUE ANAHEIM, CA 92807 19, T14E CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL., MUD, SILT OR DEBRIS FON-rANA, CA 92335 (714) 666-5500 FO BE DEPOSITED ONTO PUBLIC OR PRIVA7E PROPERTY ADJACENT TO THE RIGHT OF (909) 350-6632 WAY DURING CONSTRUCTION WITHOUT' PRIOR WRITTEN APPROVAL. SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT 20� NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 1981 W. LUGONIA AVENUE (800) 422-4133 Legend INSPECTOR, REDLANDS, CA 92374, (909) 335--7547 PACIFIC BELL CO. Fli FINISH SURFACE *--a �TREET L0iT 21, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO EMEGENCIES: (800) 427-2200 3939 E, CORONADO STREET NG NATURAL GROUND CIO CLEAN OL)l' OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE ANAHEIM, CA 92807 E2="_-2- CONCRETE PAVEMENT wm WATER METER WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. SOUTHERN CALIFORNIA EDISON COMPANY (714) 666-5467 300 N,PEPPER AVENUE EDGE OF �`AVEMENT wv WATER VALVE 22, CARE St-IOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM RIALTO, CA 92376 R. FLOWLINE SD STORM DRAIN UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY (909) 820-5598 - UNDERGROUND VERIZON (TELEPHONE) TC TOP OF' C(JR8 ss SAN11ARY SEWER ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING (909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. HP HIGH PONT w WATER UNE IMPROVEMENTS. (213) 637-1233 PIPELINES ONTARIO, CA 91766 PROPERTY LINE N4H MANHOLE 21 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINIS,-�l 7-0 (909) 357-6505 DISTRIBUI-ION (800) 422-4-133 Bsw BACK OF WALK EP EDC3E OF PAVING MATCH EXISTING CONCRETE. (800) 422-4133 FONTANA WATER COMPANY FSW FIRE HYDRANT OB GRADE BREAK ATTN: MICHAEL J. McGRAW TOR TOP OF' RIM 24, IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE' CONTRACTOR SHALL PROVIDE ADELPHIA (CABLE TV) 8440 NUEVO AVENUE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM 1500 S, AUTO CENTER DRIVE FONTANA, CA 92235 THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANOARD DETAIL FOR TERMINAL ONTARIO, CA 91761 (909) 822-2201 CLEANOUT (714) 666-5500 FAX: (909) 823--5046 CONSTRUCTION NOTES & QUANTITIES 25, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL. AND SPIGOT OR BAND SEAL TYPE VITRIF7ED CLAY P/PE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF ThIE ASTM DE-SIGNATION C700 FOR VC,P. EXIs"rING UNDERGROUND STRUCTURES: (D CONSTRUCT 10" VCP(EXTRA STRENGTH). SEWER MAIN 164,43 LF 26, NO OPEN TRENCH SHALL BE' ALLOWED AT THE END OF THE DAY WITHOUT PRIOR RIE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUII"'S SHOWN ON THESE (12� CONSTRUCT 8" VCP(EXTRA s-rRENGTH). SEWER MAIN 39,12 LF APPROVAL OF THE CITY ENGINEER, PLANS ARE OBTAINED BY A SEARCH OF T�IE AVAILABLE RECORDS, TO THE BEST OF OUR CONSTRUCT 48" LD, MANHOLE PER crr'y' STD. 2001 2,00 EA KNOWLEDGE, 1-1-iERE ARE NO EXISTING L)TILITIES OTHER THAN AS S�iOWN ON THESE PLANS. INSTALL 10" VCP --STUB W/PLUG% AT' END M00 LF THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASLJRES TO PROTECT THE UTILITY LINES Sl-dOWN AND ANY o,rHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, IT SHALL CONSTRUCT SEWER CLEANOUT PER CITY OF FONTANA I M EA BE TldE CONTRACTORS RESPONSIBILITY TO NOTIFY T�4E OWNERS OF THE UTILITIES OR STRUCTURES� STD, 2004 WITI-1 PLASTIC BOX SID, 2007 CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTIdER ASSUMES ALL LIABILITY AND PERFORM TRENCH REPNR PER C17 -Y OF FONTANA STD. 1008 250m LF RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURE, SHOWN OR NOT SHOWN ON 'THESE PLANS, C�) CONSTRUCT 4" V.C,P. SEWER LAT'ERALS 5,0' NORTI-i OF' 3,00 EA EMSTING PL WEST SIDE OF' LAUREL AVE, STUB -OUT 13.0' C A L VA D A AND PLUG, PER CITY OF FONTANA STD, 2005 (NO CL EANOUT) LRND SURWYING 0 CIVIL (NOINWING @ (NVIRONMENTRL S(AVICES 411 JENKS CIRCLE CORONA, CA. 92880-1782 PHONE: 951-280-9960 FAX: 961-280-9746 TOLL: 800-CALk/ADA www.calvada,com JOB# 05120 EXISflNG S SINGLE FAMILY 6, IT .14ALL. BE THE RESPONSIRILITY OF 7 -HE CONTRACTOR TO MAINTAIN BARRICADES, 33, NO CONCRETE �HALL. BE PLACED UNTIL THE FORMS AND REINFORCING STEEL F -I A VE DWELLING EXISTING DELINEA )RS OR OTfIER \AFF7C CONTf TC T R -?OL, DEVICES AT ALL TIMES. BEEN PLACED, IN,.PECTED AND APPROVED, PAD=(l 292,5±) ....... EXISTING EMSTiNG S�NGLE FAMILY: SINGLE FAMILY EXISTING EXISTING EXiSTING SINGLE FAMILY DWELUNG EXISTING EX�STiNG D\W.LLING -?ENCH WORK 7, THE CONTRACfOR SHALL OBFAIN A PERMIT TO PERFORM EXCAVATION OR Tf 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, 7 -ESTED AND APPROVED PRIOR TO SINGLE FAMILY APN OP46-031-410000 S�NGLE FAMILY SINGLE FAMILY DWELUNG SINGLE FAMILY SINGLE FAMILY DWELUNG DWELLING FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE' CALIFORNIA STATE' DIVISION PAVING OF STREETS. DWELLING 0 DWELLING DWELLING OF INDUSTRIAL SAf _ETY. PAD=(1292,5±) 3: -IAD=(l 294,5±) CONC 35 I, PAVEMENT PRIOR TO APPROVE D SOIL STERILANT IS REQUIRED UNDER ALL NEW ASP -IAL7 0 LL_ PAD=(l 293,5±) PAD=(1294±) CONO PAD=(129,4±) PAD=(1293,5±) PAD=(l 293,5±) 70NS GRE TE THAN F1 VE (5) FEET IN DEP T1,1 8, THE WALLS AND FACES OF' ALL- EXCAVA7 �A R PLACEMENT. PAD=(1294±) CONC SHALL BE GUARDED BY' SHORING SLOPING OF' THE GROUND OR OTHER APPROVED A';PH clotqcl� EXISTING MEANS PURSUANT TO T� -IE REQUIREMENTS OF THE DIVISION OF INDUS7 _RIAL SAFETY OF 36, -S, CLEA'NOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO ALL MANHOLE ,6 SiNGLE FAMILY THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE FINISHED GRADE BY THE PAVING CONFRACTOR UPON COMPLETION OF' PAVING. .......................... DWELLING GUARDED WHEN THE POTEN� _IAL EXISTS FOR GROUND MOVEMENT IjOCATION MAP N�T.S� N Ml`Lt I I /v t- u fvlm/�A I Z) Ai L L t- /Vr��C MLL 01k,71NIPOP, 12 9 1 37. Ul -R TRAFFIC CONTROL DEVICES TO THE SATISFACTION TRIP/NG, BARRICADES, AND OTHE 9, NO MATERIAL, OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF" WAY WITHOUT APN 0?46-031-440000 APN OP -46-031-450000 APN OP46-031460000 APN OeO-031-470000 APN GR46031-480000 APN 0246-031--490000 OBTAINING A SEPARATF PERA41T FOR THAT PURPOSE. OF THE CITY TRAFFIC ENGINEER. -BUILT DRAWINGS SHALL_aF PR0_VlDED,,,*BY THE CONTRACTOR TO THE ENGINEER OF 38, AS 10, THE LOCAPONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE -HE CITY ENGINEER. i Mw #,N ECORD DR#'W,,GS TO 7 RECORD, WHO SHALL PROVIL INFORMATION, HOWEVER, IT' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO D RMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY" EXISTING ETE -0 EXERCISE PROPER PRECAUTION TO AVOID OAMAGE UTILITIES, AND 7 00 THERETO. THE CONTRACTOR SHALL CONTACT LINDERGROUND SERVICE' ALERT AT 1-800--227-.2600 TWO WORKING DAYS BEFORE EXCAVATION. INDEX SHEET ACTOR SHALL COORDINATE' CONSTRUCTION WITH ALL UTILITY COMPANIES 11 THE CON TR SHEET 1 TITLE SHEET SEWER IMPROVEMENT PLAN r rP -0 TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATEE-R, RECLAIMED WATER, SEWER, SHEET 2 SEWER PLAN AND PROFILE LAUREL AVE AND LINE A INCLUDING, BUT NOT LIMITE STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIE'S SHALL BE I L T GIVEN TWO WORKING DAYS NOPCE PRIOR TO WORK AROUND 7-1--/E'/R FACILITIES. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES 12� -E W1 TH BENCHMARK WITHOUT APPROPRIATE AGENCY AUTHORIZATION, CONTRACTOR SHALL COORDINA7 -4- THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, CITY OF' FONTANA BENCHMARK 516 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE N 0 7FD, ELEVA TION: 1268.82 THWEST CURB RETURN) DESCRIPTION.- PKNOW (NOR 14. ADEQUA TE CONSTRUCTION CONTROL STAKES SHALL. BE SET' BY THE' ENGINEER To INTERSECTION OF' LAUREL ST. AND ARROW BLVD. ENABLE THE CONTRACTOR 70 CONSTRUCT 7HE WORK TO THE PLAN GRADES, THE `VATION OF BENCHMARKS AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE' PRESER -RUCTION, CONSTRUCTION CONTROL STAKING DURING CONS7 r T 15, T1 IE CONTRACTOR SHALL. NOT DISTURB E)OSTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. BASIS OF BEARING 16, REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONFROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE' DONE BY A REGISTERED THE CENTER LINE OF LAUREL AVENUE CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE BE-ING N 0*10' 30" W AS SHOWN ON THE EXISTING SULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE -156 RECORDED DESTROYED AS A RE, RECORD OFSURVEY03 CARPORT _Y THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO CONTRACTOR SHALL NOTIF IN BOOK 120, PAGE 6 RECORDS OF SAN BERNARDINO PAD=(1285,5±) THAT TIES TO MONUME-NTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF' THE COUN TY, APN 0246031-MOOG MONUMENT ASPH INDEX MAP 17. THE CONTRACTOR SHALL MAINFAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES, A MINfMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE i =40' CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. CITY OF FONTANA, UTILITY NOTIFICATION LIST, 1& THE CONTRAC'TOR SHALL. PROVIDE AND MAIN7AIN AN EFFECTIVE MEANS OF DUST S.B.C. INC. CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIME -3. CF� OF FONTANA 3939 E. CORONADO STREET 8353 SIERRA AVENUE ANAHEIM, CA 92807 19, T14E CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL., MUD, SILT OR DEBRIS FON-rANA, CA 92335 (714) 666-5500 FO BE DEPOSITED ONTO PUBLIC OR PRIVA7E PROPERTY ADJACENT TO THE RIGHT OF (909) 350-6632 WAY DURING CONSTRUCTION WITHOUT' PRIOR WRITTEN APPROVAL. SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT 20� NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY 1981 W. LUGONIA AVENUE (800) 422-4133 Legend INSPECTOR, REDLANDS, CA 92374, (909) 335--7547 PACIFIC BELL CO. Fli FINISH SURFACE *--a �TREET L0iT 21, A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO EMEGENCIES: (800) 427-2200 3939 E, CORONADO STREET NG NATURAL GROUND CIO CLEAN OL)l' OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE ANAHEIM, CA 92807 E2="_-2- CONCRETE PAVEMENT wm WATER METER WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. SOUTHERN CALIFORNIA EDISON COMPANY (714) 666-5467 300 N,PEPPER AVENUE EDGE OF �`AVEMENT wv WATER VALVE 22, CARE St-IOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM RIALTO, CA 92376 R. FLOWLINE SD STORM DRAIN UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY (909) 820-5598 - UNDERGROUND VERIZON (TELEPHONE) TC TOP OF' C(JR8 ss SAN11ARY SEWER ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING (909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. HP HIGH PONT w WATER UNE IMPROVEMENTS. (213) 637-1233 PIPELINES ONTARIO, CA 91766 PROPERTY LINE N4H MANHOLE 21 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINIS,-�l 7-0 (909) 357-6505 DISTRIBUI-ION (800) 422-4-133 Bsw BACK OF WALK EP EDC3E OF PAVING MATCH EXISTING CONCRETE. (800) 422-4133 FONTANA WATER COMPANY FSW FIRE HYDRANT OB GRADE BREAK ATTN: MICHAEL J. McGRAW TOR TOP OF' RIM 24, IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE' CONTRACTOR SHALL PROVIDE ADELPHIA (CABLE TV) 8440 NUEVO AVENUE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM 1500 S, AUTO CENTER DRIVE FONTANA, CA 92235 THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANOARD DETAIL FOR TERMINAL ONTARIO, CA 91761 (909) 822-2201 CLEANOUT (714) 666-5500 FAX: (909) 823--5046 CONSTRUCTION NOTES & QUANTITIES 25, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL. AND SPIGOT OR BAND SEAL TYPE VITRIF7ED CLAY P/PE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF ThIE ASTM DE-SIGNATION C700 FOR VC,P. EXIs"rING UNDERGROUND STRUCTURES: (D CONSTRUCT 10" VCP(EXTRA STRENGTH). SEWER MAIN 164,43 LF 26, NO OPEN TRENCH SHALL BE' ALLOWED AT THE END OF THE DAY WITHOUT PRIOR RIE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUII"'S SHOWN ON THESE (12� CONSTRUCT 8" VCP(EXTRA s-rRENGTH). SEWER MAIN 39,12 LF APPROVAL OF THE CITY ENGINEER, PLANS ARE OBTAINED BY A SEARCH OF T�IE AVAILABLE RECORDS, TO THE BEST OF OUR CONSTRUCT 48" LD, MANHOLE PER crr'y' STD. 2001 2,00 EA KNOWLEDGE, 1-1-iERE ARE NO EXISTING L)TILITIES OTHER THAN AS S�iOWN ON THESE PLANS. INSTALL 10" VCP --STUB W/PLUG% AT' END M00 LF THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASLJRES TO PROTECT THE UTILITY LINES Sl-dOWN AND ANY o,rHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, IT SHALL CONSTRUCT SEWER CLEANOUT PER CITY OF FONTANA I M EA BE TldE CONTRACTORS RESPONSIBILITY TO NOTIFY T�4E OWNERS OF THE UTILITIES OR STRUCTURES� STD, 2004 WITI-1 PLASTIC BOX SID, 2007 CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTIdER ASSUMES ALL LIABILITY AND PERFORM TRENCH REPNR PER C17 -Y OF FONTANA STD. 1008 250m LF RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURE, SHOWN OR NOT SHOWN ON 'THESE PLANS, C�) CONSTRUCT 4" V.C,P. SEWER LAT'ERALS 5,0' NORTI-i OF' 3,00 EA EMSTING PL WEST SIDE OF' LAUREL AVE, STUB -OUT 13.0' C A L VA D A AND PLUG, PER CITY OF FONTANA STD, 2005 (NO CL EANOUT) LRND SURWYING 0 CIVIL (NOINWING @ (NVIRONMENTRL S(AVICES 411 JENKS CIRCLE CORONA, CA. 92880-1782 PHONE: 951-280-9960 FAX: 961-280-9746 TOLL: 800-CALk/ADA www.calvada,com JOB# 05120