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HomeMy WebLinkAbout4294-1STORM DRAIN IMPROVEMENT NOTES 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 CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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. 6. 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. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. = 9. 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 REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE 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. 12. 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 DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. 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. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS PARCEL MAP 17649 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 9 STORM DRAIN IMPROVEMENT CONT. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF TO MATCH EXISTING CONCRETE. THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 2 of 2 ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR FOR LATER REPLACEMENT OF THE MONUMENT. APPROVAL OF. THE CITY ENGINEER. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL STD. PLAN NO. 1008. TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AREA FOR RESIDENTS AND EMERGENCY VEHICLES. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF INCLUDING ADEQUATE WATERING, AT ALL TIMES. ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. AFFECTED AGENCIES IMMEDIATELY. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE TO PAVING OF STREETS. WORK UNTIL THE SPECIFIED DENSITI< IS OBTAINED. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT 1 PRIOR TO PLACEMENT. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 32 UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE ALL SIGNING STORM DRAIN LEGEND EXISTING EX SD= STORM DRAIN LINE PROPOSED STORM DRAIN LINE O DROP INLET CATCH BASIN STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER Q OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 4. M - OAD FOR ALL RCP IS 1350. jel RECORD DRAWING The information on this drawing is obtained from olfterrs 40 must be verified in the field by anyone prior to use or construction. HALL 6 FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties khat intend to use same. J TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY LMIDERGRMMlD SERVICE ALERT REV. I REVISION DESCRIPTION F_EGo1F_D MNW I N G, WDID No. 8 36C337238 DATE I ENGR. I CITY I DATE =1=1111iLA© SHEET 2 LINE "B" UTILITY PURVEYORS: SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA. 92335 (909) 350-6632 ELECTRICAL SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVE FONTANA, CA 92335 (909)357-6581 ATTN: JAIME AMESZCULA UNDERGROUND: (909)820-5598 TRANSMISSIONS: (909)875-5100 PIPELINES: (213)657-1233 DISTRIBUTION: (909)357-6233 (800)422-4133 TELEPHONE SBC/PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA. 92807 (714) 666-5514 ATTN: BRIAN SNOWDEN VERIZON 16071 MOJAVE DR, BLDG. "A" VICTORVILLE, CA 92392 (760) 245-0330 ATTN: FRANK AUGUSTAIN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. WATER SAN GABRIEL WATER CO. 1142 GAREY AVE. EL MONTE, CA ATTENTION: JACK SWE TELEPHONE: (626) 448-6183 CABLE CO. ADELPHIA (CABLE TV) 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (909) 975-3341 ATTN: LERONE HEARN GAS SOUTHERN CALIFORNIA GAS COMPANY 1981 W LUGONIA AVE REDLANDS, CA 92374-9720 ATTN: MIKE FISHER (909) 335-7734 EMERGENCIES: (800) 427-2200 INDEX OF SHEETS WALNUT AVE DESCRIPTION 1 of 2 TITLE SHEET 2 of 2 UNE "A", LINE "B" do DETAILS INSTALL 18" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA 1 EA STD. PLAN NO. 1008. 38 LF O CONNECT MANHOLE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3013. 1 EA O U 2 - PLUS OR APPROVED EQUIVALENT, PER DETAIL ON SHEET 2. MODIFIED MODEL TO FIT o . 36" DIA. INLET. w O REMOVE INTERFERING PORTION OF EXISTING STORM DRAIN. 3 LF O BASELINE RD 1 EA O INSTALL 36X36 DROP INLET PER JENSEN PRECAST WITH AN ABSORBENT DANDY BAG. SEE 1 EA DETAIL ON SHEET 2. E. LIBERTY PKWY a < O INSTALL 30" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA W Y STD. PLAN NO. 1008. �� eqR O J VILLAGE PKWY ti q4 PROJECT = SITE Q Q U � MILLER AVE n MILLER AVE N VICINITY MAP NTS INDEX OF SHEETS SHEET DESCRIPTION 1 of 2 TITLE SHEET 2 of 2 UNE "A", LINE "B" do DETAILS CONSTRUCTION NOTES ESTIMATE O CONSTRUCT CMP DROP INLET PER DETAIL 1 ON SHEET 2. INSTALL 18" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA 1 EA STD. PLAN NO. 1008. 38 LF O CONNECT MANHOLE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3013. 1 EA O INSTALL ABTECH D12020 -N -SSP DROP ULTRA URBAN FILTER WITH SMART SPONGE 2 EA PLUS OR APPROVED EQUIVALENT, PER DETAIL ON SHEET 2. MODIFIED MODEL TO FIT 36" DIA. INLET. O REMOVE INTERFERING PORTION OF EXISTING STORM DRAIN. 3 LF O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3026 1 EA O INSTALL 36X36 DROP INLET PER JENSEN PRECAST WITH AN ABSORBENT DANDY BAG. SEE 1 EA DETAIL ON SHEET 2. O INSTALL 30" RCP RCP STORM DRAIN (2000-D LOAD) PER CITY OF FONTANA 10 LF STD. PLAN NO. 1008. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF 4P*SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PRIVATE ENGINEER NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION Q�OFESS/pN PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE p tTHF q RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY <u CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR No. 62794 z z w Exp. &0"1* m FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL d LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CgVA �"Y_ EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. FOF CAU\ SEAL -ENGINEER r71137 � & Fbrepm, Inc. OFESS/ UJ I7 A Civil Engineering - Planning - Surveying - Public Works do rRt 9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800 PREPARED UNDER THE SUPERVISION OF: No. 31681 * .12/31/08 J►J' CIVIC.! Aeo Z 8 IO% OF CA0HAROLD U A CEL Nom, P.E. R.C.E. 31681 DAA DRAWN BY. MT DESIGNED BY: MA CHECKED BY: MA CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS BY: TITLE SHEET iPM 1,7649 DATE: SCALE: 1"=20' DATE: APRIL 2007 DRAWING NO.:,� 4294 2