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Home My WebLink About2721-1t GENERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), LATEST EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTION REQUESTS SHALL BE MADE THROUGH THE CITY OF FONTANA ENGINEERING DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK AT (909) 350-6632. 3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS AND REFERENCE MADE TO CENTER LINE OF STREET STATIONING EXCEPT WHERE OTHERWISE NOTED. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJACENT SURFACES. 5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 7. LOCATION OF UNDERGROUND UTILITIES ARE SHOWN ON THE PLAN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL CALL U.S.A. AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING. S. THE WALLS AND FACES OF EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER APPROVED METHODS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES GROUND MOVEMENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IPI NOTE 8 ABOVE FROM CAL/OSHA. 10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS CONSTRUCTED. IN AREAS WHERE THERE WILL BE NO ASPHALT PAVING MANHOLES SHALL BE CONSTRUCTED 6" ABOVE FINAL GRADES. It. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OA DIKE OR CURS AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT PORTION OF THE WORK TO COMPLETION. 12. ALL STORM DRAIN INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFAC- TURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON THE PLANS. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM SPECIFIED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA. 14. NO BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 15. ALL METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATONS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. 16. DRAWINGS OF RECORD SHALL BE PROVIDED TO THE ENGINEER BY THE CONTRACTOR. (SEE NOTE 18 HEREON.) 17. THE CONTRACTOR SHALL NOT DISTURB OR DESTROY ANY EXISTING SURVEY MONUMENTS OR BENCH MARKS SHOWN OR NOT SHOWN ON PLANS, OR ANY FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION OF THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT BY A REGESTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. REMOVAL AND REPLACEMENT OF SUCH SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR. PRIOR TO REMOVAL OF ANY MONUMENTS A CALIFORNIA REGISTERED LICENSED CIVIL ENGINEER AND LAND SURVEYOR SHALL FILE CORNER RECORDS WITH THE COUNTY SURVEYOR'S OFFICE. THE DISTURB OR REMOVED/DESTROYED SURVEY MONUMENT SHALL BE REPLACED AT THE END OF CONSTRUCTION ACTIVITY BY A REGISTERED CIVIL ENGINEER OR LAND SURVEYOR, LICENSED BY THE STATE OF CALIFORNIA. 18. ENGINEER OF RECORD SHALL B€ RESPONSIS'LE TO PROVIDE RECORD DRAWINGS TO THE CITY PRIOR TO ACCEPTANCE OF THE PROJECT. 19. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN PLACE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINNER PRIOR TO START OF ANY WORK IN THE PUBLIC RIGHT OF WAY. 20. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE WORK DAY. UNLESS SECURED BY K -RAILS OR TRENCHING PLATING TO THE SATISFACTION OF THE CITY ENGINEER AND TRAFFIC ENGINEER. 21. CONTRACTOR SHALL BE REQUIRED TO FULFILL ALL THE NPDES PURSUIT REQUIREMENTS. 22. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY PUBLIC WORKS INSPECTOR OF CITY ENGINEERS OFFICE AND ENGINEER OF RECORD IN CASE OF ANY DIS- CREPANCY FOUND IN THE CONTRACT PLANS AND SPECIFICTIIONS. ANY DESIGN CHANGES MUST BE APPROVED BY THE CITY ENGINEER'S OFFICE PRIOR TO ITS CONSTRUCTION IN THE FIELD. 23. THE CONTRACTORS MUST NOTIFY ALL UTILITY COMPANIES AND ANY AGENCIES PRIOR TO EXCAVATION IN AND AROUND THEIR FACILITIES AND WITHIN THIER RIGHT OF WAY. 24. THE CONTRACTOR SHALL PROVIDE ACCESS TO LOCAL RESIDENTS AND EMERGENCY SERVICE PERSONNEL AND VEHICLES AT ALL TIMES. 25. THE CONTRACTOR SHALL NOT BE ALLOWED TO STORE ANY MATERIAL/EQUIPMENT IN THE PUBLIC RIGHT -OF -WAY WITHOUT PRIOR APPROVAL OF THE CITY ENG- INEER/CITY TRAFFIC ENGINEER. 26. ADEQUATE SURVEY STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 27. SOIL STERILENT IS REQUIRED UNDER ALL AC PAVEMENT. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRA W I NGS . THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 'FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTA14A PACIFIC BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-5632 (714) 656-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (9011) 390-4777 X 30M EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: JAIME AMESZCUA ATTN. STEVE HOCK (909) 357-6581 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA* 91766 FONTANA. CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND a7 (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION - - Z (800) 422-4133 8O CRAWFORD CANYON MUTUAL CATER CO. FONTANA WATER COMPANY ATTN: BILL VANU KIEFT., JR. ATTN: AL KROHN (619) 868-6040 8440 NUEVO AVENUE E.A. FONTANA, CA 92335 CONSTRUCT BltCK PLUG PER 8.19.C. FLOM CONTNX (909) 822-2201 X 323 FAX: (909) 8.23-5046 UNDERGROUND SERVICE ALERT - -- - 1 (WO) 127- 26G9 10 Underground Service Alert CALL TOLL FRES 1-800 422-4133 T110 110RKING DAYS BEFORE YOU DIG PLANS PREPARED FOR KAUFWA" & S1tt V ATTN: MR. MICE PEAR 801 CORPORATE CENTER DIUVE SUITE 201 POMONA, CA, 91765-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 1 - SUMMIT SUMMIT to P.A. 1 2� 0 P.A. 6 ;. w I D P.A. 7 tNO , i5 ^,{ F AIRWAY iA IAW AY "0 LA i P.A. 10 REVISIONS P.A. 9 P.A. 19 P.A. 18 a .Q FUTURE COMMERCIAL P.A. 1 I AVENUE a 0 W P.A. 14A P.A. 16 Iff� s P.A. 2 P.A. 1 NO. Z P.A. 148 F ��ANI► �► 5EE 5h �a 4NO. � F SEE SHT. P.A. 20 NO. 2 FER- AVE FUTURE COMMERCIAL FUTURE ROUTE 30� FREEWAY INDEX MAP �R - r -P^., ,«3 �= F"""1 it VICINITY MAP NOT TO SCALE BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF 7�g9030' " ALDI�N CITY O FONTANA, CALIFORNIA THE NORTH LINEE OF SECTION 30 OF CITRUS AVE. AND LOS CEDROS TOWNSHIP NORTH RANGE 5 WE T AVE.. IN POWER POLE NO. 9011E SAN BERNARDINO WRIDIAN AS ON RECOR OF JSRVEYCCOppp��FILER INEB OK ON THE EAST SIDE OF CITRUS AVE. 58 PAG `HEFBIS OF BEARINGSV "S ELEVATION: 1457.59 Fo�iDTHIS MAP DRAWN BY: SIERRA LAKES SCALA: PREPARED IN THE OFFICE OF NADOLE AND ASSOCIATES, INC. OfESSIO QED �,oh, �� Fy DES I GNEo: CARTER AVENUE � SHOWN OF THE INLAND EMPIRE y 1�TSTORM ORAIN PLAN 10601 CHURCH STREET STE. 107 Q m RANCHO CUCAMONGA, CA 91730 No. 14814 CHECKED: •- h, TITLE SHEET DATE: I PHONE (909) 948-1311 * Exp: 3-31-01 � _ JOS PN telK3 . DW . NO .- SH€€ T NO . a0 ' CIVIL �ti! SOT- �' OF ChLZF�' 826- i i 63 APPROVED Z7 % . J MADOLE R.C.E.14814 DATE CITY ENGINEER R.C.E. 25126 2721 1 OF 4 -4 0 *P*CARTER AVE. S.D. TITLE SWT. - 2110. 231) PF: 1164 921 13 -Mar -99 49ti 30 AM ! 826-1154-1 DWG.4- i OUANTITIES (D CONSTRUCT 1 i" RCP , D LORD PER ft MI „ - - - - - - - - - 303 L. F 2O CONSTRUCT 24" RCP ,D LOAD PER KM... � - - _ 1 S 7 L.F. 3O CONS I RUCTZT' RCP ,D LOAD PER PLAN _ - - - - - - -- 603 L. F. CONSTRUCT 42" RCP , D LOAD PER PLAN. - - - _- _ _ r, ,,. 48-7 L. F. SO CON JUNCTION STRUCTURE PER A.W.P.A SM PLAIN 331-1 DETAIL ON SHT-4- _ _ - - -- - - - -- 5 EA. G) CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 320.0 DETAIL ON 914T. 4 - - -. .`. - _.._ - _._. ,. 1 E A. a7 CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321.0 DETAIL ON SHT. 4 - - - - - - _ - - Z EA. 8O CONSTRUCT CURB OPENING CATCH BASM1 PER A.P.W.A. STD. PLAN 300-1 DETAIL ON SHT. 4 - - - -- - - -- ` E.A. O CONSTRUCT BltCK PLUG PER 8.19.C. FLOM CONTNX DISTRICT STD. DWG S.F. 176 A DETAIL ON SHT. 4 - - - -- - 1 E A 10 CONSTRUCT TEMP. C.M.P. CATCH BASIN PER DETAIL ON SHT. 4 -, - - - - - -- -- - - - - - 2 E A . 11 iGO"TRUGT PI P&r TRENCH} AS- RE" t FREE, PER OrTAI L. _ _ -_ SHOWN ON SHT. 4 OF4 BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION THE BEARING OF 7�g9030' " ALDI�N CITY O FONTANA, CALIFORNIA THE NORTH LINEE OF SECTION 30 OF CITRUS AVE. AND LOS CEDROS TOWNSHIP NORTH RANGE 5 WE T AVE.. IN POWER POLE NO. 9011E SAN BERNARDINO WRIDIAN AS ON RECOR OF JSRVEYCCOppp��FILER INEB OK ON THE EAST SIDE OF CITRUS AVE. 58 PAG `HEFBIS OF BEARINGSV "S ELEVATION: 1457.59 Fo�iDTHIS MAP DRAWN BY: SIERRA LAKES SCALA: PREPARED IN THE OFFICE OF NADOLE AND ASSOCIATES, INC. OfESSIO QED �,oh, �� Fy DES I GNEo: CARTER AVENUE � SHOWN OF THE INLAND EMPIRE y 1�TSTORM ORAIN PLAN 10601 CHURCH STREET STE. 107 Q m RANCHO CUCAMONGA, CA 91730 No. 14814 CHECKED: •- h, TITLE SHEET DATE: I PHONE (909) 948-1311 * Exp: 3-31-01 � _ JOS PN telK3 . DW . NO .- SH€€ T NO . a0 ' CIVIL �ti! SOT- �' OF ChLZF�' 826- i i 63 APPROVED Z7 % . J MADOLE R.C.E.14814 DATE CITY ENGINEER R.C.E. 25126 2721 1 OF 4 -4 0 *P*CARTER AVE. S.D. TITLE SWT. - 2110. 231) PF: 1164 921 13 -Mar -99 49ti 30 AM ! 826-1154-1 DWG.4-