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HomeMy WebLinkAbout4061-1 GENERAL NOTES : CITY OF 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 CITY OF FONTANA UTILITY NOTIFICATION LIST: REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. CITY OF FONTANA PACIFIC BELL CO. FO \ TA \ A ATTN: BRIAN WREN ATTN: VIRGINIA BECKER 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 8353 SIERRA AVENUE 3939 E. CORONADO ST, DOCUMENTS THAT CAN NOT BE BE RESOLVED BY REFERENCE TO FONTANA. CA. 92335 ANAHEIM, CA . 92807 PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL (909) 350-6632 (714) 666-5467 STREET IMPIOVEMENT PLAN IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. T4E. c :� cc t.^,, ,,, 7 ADELPH I A (CABLE TV) ATTN: JACK JARVIS ATTN: JACK HAYES 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 16231 VALLEY BLVD. 1205 DUPONT AVENUE1' D C T 1 7 szi ill= 0 CITY ENGINEER. FONTANA, CA. 92335 ONTARIO. CA. 91761 Q (909) 428-841 1 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA EMERGENCIES: 800-427-2200 VERIZON (TELEPHONE) COMMUNITY DEVELOPMENT DEPARTMENT. ENGINEERING DIVISION PRIOR TO ATTN: STEVE HOCK THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE SO. CALIFORNIA EDISON CO. 1400 E. PHILLIPS BLVD. • REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK 7951 REDWOOD AVE. ONTARIO. CA. 91766 IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. FONTANA. CA. 92335 (800) 422-4133 (USA) 820-5598 - UNDERGROUND 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. 875-5100 - TRANSMISSIONS FONTANA WATER COMPANY METHODS. AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL 213-637- 1233 - PIPELINES ATTN: MIKE McGRAW OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE 357-6233 - DISTRIBUTION 8440 NUEVO AVENUE DIRECTED BY THE CITY TRAFFIC ENGINEER. (800) 422-4133 (USA) FONTANA. CA. 92335 822-2201 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN FAX: 823-5046 BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM LEGEND EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. A.C. ASPHALTIC CONCRETE P .C.C. PORTLAND CEMENT CONCRETE 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET B.C. BEGIN CURVE CR) RIDGE LINE IN DEPTH SHALL BE GUARDED BY SHORING. SLOPING OF THE GROUND OR B.V.C. BEGIN VERTICAL CURVE R/W RIGHT OF WAY OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE B.W . BACK OF WALK TAN. TANGENT DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. C.B. CATCH BASIN T.C. TOP OF CURB TRENCHES LESS THAN FIVE [5) FEET SHALL ALSO BE GUARDED WHEN THE C.L. CENTERLINE W WIDTH POTENTIAL EXISTS FOR GROUND MOVEMENT. E.C. END CURVE V VERTICAL DEPTH 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC E.P . EDGE OF PAVEMENT (490.65) DENOTES EXISTING ELEVATION RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. E.G. EDGE GRADE 590. 69 DENOTES PROPOSED ELEVATION E.V.C. END VERTICAL CURVE AC PAVEMENT 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM F.L. FLOW LINE REMOVAL • PREPARED FOR: PREPARED BY: AVAILABLE INFORMATION. HOWEVER. IT SHALL BE THE RESPONSIBILITY F .S. FINISHED SURFACE GRIND OF THE CONTRACTOR TO DETERMINE, IN THE FIELD. THE TRUE G.B. GRADE BREAK EDGE OF PAVEMENT LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO H.P . HIGH POINT - ----- EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE INV. INVERT - rRA4+ WESTERN STATES DEVELOPMENT J . M . WILSON AND ASSOCIATES CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT O.C. ON CURVE 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 . THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY PO BOX 1326 223 N. FIRST AVENUE COMPANIES INCLUDING. BUT NOT LIMITED TO. GAS. TELEPHONE. ALTA LOMA, CA. 91701-8326 UPLAND. CA. 91786 ELECTRIC. CABLE TELEVISION. LANDSCAPING. LANDSCAPE IRRIGATION. (909] 945-0430 (909] 989-3403 DOMESTIC WATER. RECLAIMED WATER. SEWER. STORM DRAIN. FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. Sot L._. £.t-.1G1tyE=2• 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER Sot L.. Sou'TT--1 W -- I t-1C. MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 8 07 "/Iii L_.4•ZI-A '-( .N SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE Co L--T'oN, G� d2)22.4-- OPERATION 224OPERATION AND WATER REQUIREMENTS. C om) 370 -n4--N-- 13. CURVE DATA REFERS TO THE FACE OF THE CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE NO. DESCRIPTION QUANTITY UNIT ENGINNER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN S� C 1 P•otySTRuGT G GvRF3 Gc�t��R �£� Gly' ' LOO , 4 1 GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF 0 BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. _____ ® C 0 NST( UGT 4-I' TR ICK PCG S 1 DC-.W4.,Lk. PK.STP. 101`5 16 Z4 sF 16. t HE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY 30 1 r4 sTAL-h 4 (roc t 11) .. c. 0VEi . 12 m In Co M F7.6.-TEDDJATI V E�4�` 0046 S1= MONUMENTS. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE C I TY ENG I NEER. ® */ADJUST SVW-E _ Mfg 41- oL_.& o R GATE VALVE Tb 61 ,PE ,3 e.A 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING © GOI4IsTRjCT RCLIDEW(7AL. P lVEWAy Pt✓R CITY SCD. 1OO. 45o sF SURVEY MONUMENTS. MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY © CJ UT 4. REMdvi= E.. FAN' tN.G fb2. JOIN DETAIL flEgEDNI - L_r-, MONUMENTS THAT WILL BE DESTOYED 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 MONUMNET. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS *. nE:R . C ITy 511). 13o CGA.TE.vALVE� AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE GITy ST-P• 1 aa) CMAN14CL -) MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY BEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE WATERING. AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 . THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION MATERIAL. NOTICE TO CONTRACTORS : MUD. SILT. OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE 01 , .11 PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT 1 ) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES oe PRIOR WRITTEN APPROVAL. 4 Q CONDUITS.OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED BY A �, 22. NO TRENCH BACKFILL SHALL TAKE PLACE PRIOR TO APPROVAL OF THE SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE.CITY INSPECTOR. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. ti - t THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO C23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORDCOMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS A � " -09 RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTUREST �� IS OBTAINED. CONCERNED BEFORE STARTING WORK . CONTRACTOR FURTHER ASSUMES ALL ‘ of cak-k 24. CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES. AND SWALES LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES. FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 2) THE CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL al 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 7 14-1615c.1),s c-I-: SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITHM�R _ 1 LL Avg UNDERGROUND SERVICE ALERT THE CITY OF FONTANA STANDARD DETAILS. THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR. AND WITH THE STATE OF CALIFORNIA DEPARTMENT `� ,iii'•'��„ CALL: TOLL FREE F26INISHLTOL EMATTCHDEXOISTRINGECONCRETE. SHALL CONFORM IN GRADE. COLOR AND „ �qV 0 1 - 800 OO OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS e '�C 1 w 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB 3] THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THEti. � �� � AT THE LOCATION OF THE SEWER LATERAL. CONTRACTORS' AND SUBCONTRACTORS'. COMPLIANCE WITH THE "OCCUPATIONAL •» � li 3 Itiiii:° 227- 2600 SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR OR '1\ 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 1 C17788Vg UKP _- Ill REINFORCING STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED. "CONSTRUCTION SAFETY ORDERS" . it FXP: 06-30-07 * 1:::2 �� u N NI 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND � C1� .4rAPPROVED PRIOR TO PAVING OF STREETS. 4) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR • i1VRA\si ' t,L_. AV1r, TWO WORKING DAYS BEFORE YOU DIG JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS V30. IA- PROVED R OIL REQUIREMENTSHA NT IS REQUIRED UNDER ALL NEW ASPHALT INCLUDING APPLY CONTINUOUSLYANDNOTBE LIMITED TONORMAL FPERSONS AND ITHAT L PAVEMENTPRIOTOPLACEMENT. VICINITY M A P WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND No sc,d,\ 31 . PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT HOLD THE OWNER. AND THE ENGINEER HARMLESS FROM ANY AND ALL TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 11ABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. WORK ON THIS PROJECT. EXCEPTING FROM LIABILITY ARISING FROM THE 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL SOLE NEGLIGENCE OF THE OWNER. OR THE ENGINEER. FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A 5) CALL USA (UNDERGROUND SERVICE ALERT) TWO DAYS PRIOR TO GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. EXCAVATION ON THIS PROJECT. TOLL FREE 1 -800-422-4133 BENCH MARK: CITY BM #9 BASIS OF BEARINGS CITY 0 F FONTANA . CALIF 0 R N I A PK NAIL IN LEAD SOUTH OF OF SECR THE BASIS OF BEARINGS FOR THIS MAP 33. ALL MANHOLES. CLEANOUT FRAMES. COVERS AND VALVE BOXES SHALL BE CITRUS AND FONTANA IS THE CENTERLINE OF CITRUS AVENUE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF BEING "N 00 11'48" E" PAVING. STREET IMPROVEMENT PLAN 34. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS ELEVATION: 1192. 84 PER TR. 11243 (DRAWN BY : ST MET EAP�Of , /EuT �� s SCALE: ALL DEVICESSITOING.THE SATISFACTION OFIPING. R THEADES. AND CITY TRAFFICTHER ENGINEERFIC CONTROL NOT PROCEED WITHIN TWO YEARS OF' THE DATE OF APPROVAL PREPARED BY: - J 1� �1 M As hIO-T AID SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER . DESIGNED : TRACT 17410 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING. . M . WILSON & ASSOCIATES SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE CHECKED: DATE - SATISFACTION OF THE CITY ENGINEER. PLANS TO BRING THEN INTO CONFORMENCE WITH COND !T I ONS CIVIL ENGINEERS LAND SURVEYORS »mvr �' 2� 6 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE AND STANDARDS IN EFFECT . 4 223 NORTH FIRST AVENUE - �_H ENGINEER OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THEUPLAND. CA. 91786 JOB NO. ffil&W-cm--.65--' DWG NO: CITY ENGINEER. n R1=-CORD DIG ) rr/r sjg P r9 �j 04-07 f ,���� (909) 920-0209 FAX APPRO P R 0 C _� �� � 2.. REVISIONS t_GR.S- DATE . ":s DATE (909) 989-3403 CITY ENGINEER R.C.E. =#t" ETS