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HomeMy WebLinkAbout3116-C-1CITY OF FONTANA GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS 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. ROCK SLOPE PROTECTION AND CONCRETED ROCK SLOPE PROTECTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 72 "SLOPE PROTECTION" OF THE 1992 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS. GEOTEXTILE FILTER FABRIC BACKING SHALL CONFORM TO THE REQUIREMENTS FOR TYPE "A" ROCK SLOPE PROTECTION FABRIC IN SECTION 88-1.04 OR THE 1992 CALTRANS STANDARD SPECIFICATIONS. 3. 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. 4. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 5. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 6. 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. 7. 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. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 9. 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. 10. 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. 11. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 12. 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. 13. 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. 14. 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. 15. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 16. 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. 17. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 18. 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 MONUMENT. 19. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 20. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BA�KFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. 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 -ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. 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. 28. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 29. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 30. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 31. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 32. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 33. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 34. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 35. MINIMUM D -LOAD FOR ALL STORM DRAIN PIPES IS 1350. Underground Service Alert `0_F o�rQG 4 o Call: TOLL FREE Notice To Contractor: SHOULD CONSTRUCTION OF THE REQUIRED v CAUTION: The Engineer Preparing These Plans IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 1-800Will Not Be Res onsible For Or Liable For, OF THE DATE OF APPROVAL SHOWN iH€,R-EON AND p Unauthorized Changes Or Uses Of These Plans. CARRIED FORTH IN A DILIGENT MANNER THE CITY 2_27-2600 All C h on ge s To Th -e P1-ans Must -B�e 4n �-at-E�4NEER --MAY -RE -E -REM Sd -TD E PLANS And Must Be Approved By The Preparer Of TO BRING THEM INTO CONFORMANCE WITH TWO WORKING DAYS BEFORE YOU DIG These Plans. CONDITIONS AND STANDARDS IN EFFECT V. 2025.2 x M 20rj 0 LOT 1 <- / LOT 2 Q� LOT 5 LOT 4 LOT 3 0 4 / f A LOT 9 / LOT 7 *a 20 3 SNA 6\�o10 GC�'E< 0 C_ n Project Site To Barstow avi Pkw cots 15 > O v \ /Duncan (J Cyn Rd (!) rl Q Highland Ave 30 ` dL To Ontario VicinityMan Not To Scale Construction Items �-- Construct Triple 54" RCP (D -Load 2000) Culvert W1 Sand Bedding per Detail A 3 Construct Headwall per Modified County of San Bernardino Std. 209 (L=8'-211, E=4'-6", F=6'-9", W=3�'-10113"): See Detail B 3 3 Install Inlet Sloped Protection Barrier per APWA Std. Plan 360-0 G)_ Construct 1.8' (full depth) Concreted Rock Slope Protection; Facing Class Rock (Method A Hand Place Rock; See General Note #2) with Geotextile Filter Fabric Backing and 2.0'x 2.5' Perimeter PCC Sill Construct 3.0' Deep Rock Slope Protection; Dmax= 24" Reck (Method "B" Placement - Dump Rock; See General Notes #2 }. 6a- Install 18" RCP Storm Drain (D -Load 1500) D7�- Construct Curb Opening Catch Basin Per APWA Std. Plan 307-2; Case A 8 Install Pipe to Pipe Junction Structure er APWA Std Plan 332-1; Case 2, per Detail r, 4 9 Construct 2.0'X 3.5' PCC Cut -Off Wall 10 Construct PCC Gutter per Detail G 3 1 ', . SHEET INDEX Basis Of Bearing: THE BEARING N2602441"E OF THE NORTHWESTERLY LINE OF AMENDED STORM DRAIN TITLE SHEET .......... C-1 - PARCEL MAP 14890 IN THE CITY OF FONTANA, AS SHOWN ON A MAP FILED IN P.M.B. 182, PAGES 80-82 INCLUSIVE, IN THE OFFICE OF THE SAN PLAN AND PROFLE ..........................0-2 BERNARDINO COUNTY RECORDER. DETAILS ............................................ C-3 DETAILS............................................0-4 Bench Mark: DETAILS ............................................ C-5 DETAILS ............................................ C-6 SPSN #00487, R.R. SPIKE IN P.P. #138839E AT THE INTERSECTION OF DETAILS ............................................ C-7 SIERRA AVENUE AND RIVERSIDE AVENUE, 30 FT EAST OF SIERRA AVE., 16 FT NORTH OF RIVERSIDE AVE ON LINE AND PARALLEL TO POWER LINE; 3 MILES NORTH OF HIGHLAND AVENUE ALONG SIERRA AVENUE. ELEV= 1969.37 PLANS PREPARED BY Prepared Under The Supervision Of: CITY O FLO)"INITANA, C [S:0�/V4N Associated Engineers ���� STORM DRAIN IMPROVEMENTS BRUCE W. LYON Drawn By: Scale: 3311 East Shelby Avenue LYTLE CREEK PLAZA Ontario, California, 91764 No. 31920 VAD Exp. 12-31-04 Design By: PM 148 0 RASE Date: TEL. (909) 980-1982 � � B W FAX: X909) 941-0891 q C I V t�- 4 e OF A�`�0�\ ( Date: ��d OZ- Checked By: A P OVE B Drawing No.: A.E. d€ oQ-09fi C DAT t J �" C - REV. REVISION DESCRIPTION DATE ENGR: CITY DATE Bruce W. Lyon RCE 31920 BW L _ CITY ENGINEER R.C.E. 51152 C-� THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 1999 JOB NO. 00-096 FILE: C-1.DWG a_ATE;. Jan -15-.02 / / t / / / / / / / / f A LOT 9 / LOT 7 *a 20 3 SNA 6\�o10 GC�'E< 0 C_ n Project Site To Barstow avi Pkw cots 15 > O v \ /Duncan (J Cyn Rd (!) rl Q Highland Ave 30 ` dL To Ontario VicinityMan Not To Scale Construction Items �-- Construct Triple 54" RCP (D -Load 2000) Culvert W1 Sand Bedding per Detail A 3 Construct Headwall per Modified County of San Bernardino Std. 209 (L=8'-211, E=4'-6", F=6'-9", W=3�'-10113"): See Detail B 3 3 Install Inlet Sloped Protection Barrier per APWA Std. Plan 360-0 G)_ Construct 1.8' (full depth) Concreted Rock Slope Protection; Facing Class Rock (Method A Hand Place Rock; See General Note #2) with Geotextile Filter Fabric Backing and 2.0'x 2.5' Perimeter PCC Sill Construct 3.0' Deep Rock Slope Protection; Dmax= 24" Reck (Method "B" Placement - Dump Rock; See General Notes #2 }. 6a- Install 18" RCP Storm Drain (D -Load 1500) D7�- Construct Curb Opening Catch Basin Per APWA Std. Plan 307-2; Case A 8 Install Pipe to Pipe Junction Structure er APWA Std Plan 332-1; Case 2, per Detail r, 4 9 Construct 2.0'X 3.5' PCC Cut -Off Wall 10 Construct PCC Gutter per Detail G 3 1 ', . SHEET INDEX Basis Of Bearing: THE BEARING N2602441"E OF THE NORTHWESTERLY LINE OF AMENDED STORM DRAIN TITLE SHEET .......... C-1 - PARCEL MAP 14890 IN THE CITY OF FONTANA, AS SHOWN ON A MAP FILED IN P.M.B. 182, PAGES 80-82 INCLUSIVE, IN THE OFFICE OF THE SAN PLAN AND PROFLE ..........................0-2 BERNARDINO COUNTY RECORDER. DETAILS ............................................ C-3 DETAILS............................................0-4 Bench Mark: DETAILS ............................................ C-5 DETAILS ............................................ C-6 SPSN #00487, R.R. SPIKE IN P.P. #138839E AT THE INTERSECTION OF DETAILS ............................................ C-7 SIERRA AVENUE AND RIVERSIDE AVENUE, 30 FT EAST OF SIERRA AVE., 16 FT NORTH OF RIVERSIDE AVE ON LINE AND PARALLEL TO POWER LINE; 3 MILES NORTH OF HIGHLAND AVENUE ALONG SIERRA AVENUE. ELEV= 1969.37 PLANS PREPARED BY Prepared Under The Supervision Of: CITY O FLO)"INITANA, C [S:0�/V4N Associated Engineers ���� STORM DRAIN IMPROVEMENTS BRUCE W. LYON Drawn By: Scale: 3311 East Shelby Avenue LYTLE CREEK PLAZA Ontario, California, 91764 No. 31920 VAD Exp. 12-31-04 Design By: PM 148 0 RASE Date: TEL. (909) 980-1982 � � B W FAX: X909) 941-0891 q C I V t�- 4 e OF A�`�0�\ ( Date: ��d OZ- Checked By: A P OVE B Drawing No.: A.E. d€ oQ-09fi C DAT t J �" C - REV. REVISION DESCRIPTION DATE ENGR: CITY DATE Bruce W. Lyon RCE 31920 BW L _ CITY ENGINEER R.C.E. 51152 C-� THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 1999 JOB NO. 00-096 FILE: C-1.DWG a_ATE;. Jan -15-.02