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Home My WebLink About5639-1CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS 15292 DUNCAN CANYON ROAD GENERAL NOTES PRIVATE ENGINEER NOTE 1. ALL WORKERS SHALL BE IN ACCORDANCE WITH 1HESE 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 THE 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 THE 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 CONFIRM 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 EXIST 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 BASIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITY. 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 CONTRACTORS 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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 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 MONUMENTS. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AD BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AND EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NOT TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEBLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFIRM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. 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. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, 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 OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENTS SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT , EXCEPTING LIABILITY ARISING FROM THE SOLE OF DESIGN PROFESSIONAL. ENGINEER'S NOTICE TO CONTRACTORS 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 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 CONSTRUCTOR 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 QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. UTILITY PURVEYORS WATER WEST VALLEY WATER DISTRICT 855 W. BASELINE RIALTO, CA 92335 SEWER CITY OF FONTANA 8353 SIERRA AVE FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY 800 W. CIENEGA AVENUE SAN DIMAS, CA 91773 GAS THE GAS COMPANY 16231 VALLEY BOULEVARD FONTANA, CA 92335 TELEPHONE VERIZON 16071 MOJAVE DRIVE, BLDG. B VICTORVILLE, CA 92335 CABLE ADELPHIA COMMUNICATIONS 1500 S. AUTO CENTER DRIVE ONTARIO, CA 9176 ATTENTION: LON TSAI TELEPHONE: (909)875-1804 ATTENTION: RICHARD ASPRIL TELEPHONE: (909)350-6632 ATTENTION: JEFF BURT TELEPHONE: (909)5923737 ATTENTION: STEVE ROBLES TELEPHONE: (909)428-8407 ATTENTION: FRANKAGUSTAIN TELEPHONE: (760)245-0330 ATTENTION: LEWIS MCDONALD TELEPHONE: (909)975-3343 CONSTRUCTION NOTE S NO. ITEM DESCRIPTION QTY UNIT OSAWCUT & REMOVE EXISTING A.C. PAVEMENT AND "A" 190.0 SF GRIND/OVERLAY PER DETAIL O19 INSTALL 24"0 RCP STORM DRAIN PIPE, BEDDING PER CITY OF 29.75 LF FONTANA STANDARD PLAN NO. 1008 (D-1500). 25 INSTALL 12"0 RCP SD PIPE TO DRAIN TO STORM DRAIN C.B. INLET 40.0 LF BEDDING PER CITY OF FONTANA STANDARD PLAN NO. 1008(D- 500 . 26 CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" OF 95% COMPACTED 190.0 SF NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 400. CONSTRUCT JUNCTION STRUCTURE CASE 1 32 PER CITY OF FONTANA STANDARD PLAN NO. 3009 1.0 EA 33 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION 2.0 EA PER CITY OF FONTANA STANDARD PLAN NO. 3005 AND REMOVE 2' 1' REMOVE EXISTING A.C. DIKE GRIND 0.10' MIN. (MIN.) (MIN.) WH RE APPLICABLE EXISTING PAVEMENT AND REMOVE REDWOOD OVERLAY 0.10 MIN. I HEADER WHERE APPLICABLE DETAIL "A" NOT TO SCALE VICINITY MAP NOT TO SCALE INDEX TO PROJECT DRAWINGS: SHEET SHEET DESCRIPTION SHEET 1 TITLE SHEET/NOTES/SECTIONS CONSTRUCTION QUANTITIES SHEET 2 PLANS &PROFILE CUP NO. 10-016 DRP NO. 10-002 BENCHMARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO CA 1992 RANCHO N0. REVISIONS DESCRIPTION DATE ENGR. CITY DATE �oFESS CITY OF FONTANA, CALIFORNIA CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE AND CHERRY AVE UNDERGROUND SHOULD CONSTRUCTION OF THE REQUIRED A DE L ENGINEERING AT THE SOUTHWEST CORNER CHERRY AVE AND SUMMIT AVE 101 FEET \P of F WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET SOUTH OF THE SERVICE ALERT IMPROVEMENTS NOT COMMENCE WITHIN TWO � �� <,�- 2c �4 oOG3G`v� DG LQO[`rn] DE[�L ODIC G��[�l4 [��QG�� CENTERLINE OF SUMMIT AVE SET FLUSH ON THE NORTHWEST CORNER OF YEARS OF THE DATE OF APPROVAL SHOWN z ti 8061 SAN MATEO CIRCLE,BUENA PARK, CALIFORNIA 90620 A 10 FOOT WIDE CATCHBASIN 0.8 FEET SOUTH OF CURB FACE. A r HEREON AND CARRIED FORTH IN A DILIGENT TEL. # (714)826-5125 FAX. # (714)827-7987 DRAWN BY: 15292 DUNCAN CANYON ROAD FONTANA CA. 92336 SCALE: STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992" o - CALL TOLL FREE MANNER, THE CITY ENGINEER MAY REQUIRE M. D. AS SHOWN ELEVATION : 1,508.56 FEET (NAVD 88) 1-800 227-2600 REVISIONS TO THE PLANS TO BRING THEM * No. C-31604 * DESIGNED BY: ROADRUNNER ROAD AND DATE: BASIS OF BEARINGS: A OVED BY: CYNTHIA A. DE LEON R.C.E EXPIRES DA DUNCAN CANYON ROAD TWO WORKING DAYS INTO CONFORMANCE WITH STANDARDS IN s 3 A M.D. OB/24 17 THE SOUTH LINE BEARING OF SECTION 14 BEING N 89'53'29"E T9T c l V U N - ��-- CHECKED BY: APPROVED B Q DWG. N0. AS PER P.M.B. 122 PAGE 57 WAS USED AS THE BASIS OF BEFORE YOU DIG EFFECT. F of cP (' BEARINGS SHOWN HEREON.C.DL. CITY ENGINEER R.C.E. 51152 DATE 5639 2 31604 12/31/18