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Home My WebLink About5141-1GENERAL NOTES FOR STREET &FROVEMENT 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. 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. 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. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 8. 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 OTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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. 11. 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 T) WORK AROUND THEIR FACILITIES. 12. 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. 13. CURVE CATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR 10 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONIROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIT=S AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT ',PILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT DES TO MONUMENTS CAN DE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR `_"TALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINI' -IUM 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 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 COKTRACTOR 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 BACKFILL 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-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBk.TTED TO THE CITY OF FONTANA FOR APPROVAL. UPON COMPLETION OF ROUGH GRADING. IMM CITY OF FONTANA BM # 438 ELEV = 1140.88 NGVD 29 TOP CF FIRE HYDRANT, NORTHEAST CONER OF MARYGOLD AND SIERRA �A1G BEARINGS ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD HAVING A BEARING OF NORTH 89'28'58", PER MARCEL MAP NO. 12433, P.M.B. 165/35-36 STREET IMPROVEMENT IN THE CITY OF FONTANA, STATE OF "D"PrEL MAP No. 19316 N.T.S. 91 _ 5 2WPi _ >s-115.812 • s1 AF a r_ 29WM Tx - 125,0 FL Bw 12613 FS - AS Vk4 - - II 1 F, 1; w � Fla j;] N iyl a (tcpNA= a 1 r egg I i i cm ■_ JRA, 9y n N89:� W R%M 17200'- I"..... 1 I 1 SEE SHEET 2 1 -(L - VALLEY BOULEVARD 27300.. II4cEX WISP SCALE: 1"=50' 33. ALL MANHOLES: CLEANOUT FRAMES, COVERS ANP. VALVE BO<ES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR JPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAP NG, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRAC'T'OR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. D o DIAMMMM� TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLLFREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE PLANS CALIFORNIA CONSTRUCTION NOTES & QUANTITIES D1 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DWG. NO. 1000. `2 CONSTRUCT 64" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE O3 SAWCUT AND REMOVE EXISTING PAVEMENT. O4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. NO. 1002. O5 CONSTRUCT PEDESTRIAN ACCESS RAMP PER CITY OF FONTANA STD. DWG. NO. 1003, AS MODIFIED HEREON. O6 CONSTRUCT 0" TO 8" CURB TRANSITION. O7 SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB. O8 2" GRIND AND OVERLAY EXISTING A.C. PAVEMENT. O9 CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006. 10 CONSTRUCT CURB INLET CATCH BASIN WITH LOCAL DEPRESSION PER CITY OF FONTANA STD. DWG. NO. 3003 (CASE A) AND 3004. it SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE WALK. 12 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007. 13 PLACE 3" AC OVER COMPACTED NATIVE SOIL. 14 REMOVE EXISTING CURB 'INLET. 15 EXISTING UTILITY FACILITIES TO BE RELOCATED. SEE TRAFFIC SIGNAL PLANS. 16 REMOVE EXISTING GRATEu CATCH BASIN. 17 RELOCATE STREET SIGN. 18 INSTALL TYPE 3 UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. DWG. NO. 3001. 19 RELOCATE EXISTING STREET LIGHT. INSTALL AT NEW LOCATION PER CITY OF FONTANA STD. PLAN 404. 20 EXISTING UTILITY BOXES TO BE RELOCATED BY OTHER. 21 REMOVE AND DISPOSE OF EXISTING WALL. 22 REMOVE AND DISPOSE OF EXISTING CULVERT UP TO THE BACK OF EXISTING SIDEWALK. 23 INSTALL UNDER SIDEWALK DRAIN (W=4') PER CITY OF FONTANA STD. DWG. N0. 3000. sazoM ineering SAXON ENGINEERING SERVICES, INC 2605 TEMPLE HEIGHTS DRIVE, SUITE A, OCEANSIDE, CA 9205E TEL 949.366.2180 FAX: 800.653.419; SHOUL-D CONSTRUCTION OF THE REQUIRED Q?, IF Ess IMPROVEMENTS NOT COMMENCE WITHIN TWO ��I;) M. sq�c YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w NO. 44180 CITY ENGINEER MAY REQUIRE REVISIONS TO THE C( Exp. 6/30/15 PLANS TO BRING THEM INTO CONFORMANCE WITH `)y c/VIS , STANDARDS IN EFFECT. F0 CAL\Fo 417 L.F. 9,390 S.F. 617 L.F. 3 EA 1 EA 86 L.F. 1,317 L.F. 624 S.F. 4,633 S.F. 2 EA 6,74? S.F. 38 L.F. 160 S.F. 1 EA 1 L.S. 1 EA 1 EA 2 EA 1 EA 1 L.S. 200 L.F. 18 L.F. 1 EA I e?ared Under The Supervision Of : LEGAL DEPITION TITLE REPORT NO. 0625-3157457(LP) DATED: OCTOBER 17, 2008 THAT PORTION OF LOT 67, MARYGOLD ACRES, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 19 OF MAPS, PAGE 15, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 0194-331-14-0-000 AND 0194-331-14-Z-000 ORAL NOTES PROJECT ADDRESS: 10067, 10087 SIERRA AVENUE FONTANA, CA 92335 ASSESSORS PARCEL NUMBER: 0194-331-14-0000 0194-331-15-0000 EXISTING LAND USE: C2 --GENERAL COMMERCIAL PROPOSED LAND USE: C2 --GENERAL COMMERCIAL DEVELOPMENT AREA: GROSS AREA: 73,470 SF, 1.69 AC NET AREA: 68,532 SF, 1.57 AC DATE MAP PREPARED: MARCH, 2011 NUMBERED LOTS: ONE (1) COMMERCIAL PARCEL LIU SEWER - CITY OF FONTANA WATER - FONTANA WATER COMPANY 909-822-2201 ELECTRIC - SOUTHERN CALIFORNIA EDISON 800-655-4555 TELEPHONE - ATT 800-288-2020 GAS - SOUTHERN CALIFORNIA GAS CO. 877-238-0092 CABLE - TIM -WARNER CABLE 800-892-2253 IRRIGATION - FONTANA WATER COMPANY 909-822-2201 EARTHWORK ESTIMATE ITEM CUT (CY) FILL (CY) IMPORT (CY) RAW 24 1C2 78 NOTE: THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY HIS OWN ESTIMATE. lo o Tilil,=�A 61:L� 1 MR. MARK SATER BP WEST COAST PRODUCTS 4 CENTERPOINTE DR. LA PALMA, CA 90623 (909) 772-5898 SOILS ENGINEER GEOMAT TESTING LABORATORIES INC. 9980 INDIANA AVENUE SUITE 14 RIVERSIDE, CA, 92503 PHONE NO.: (951) 688-5400 FAX NO.: (951) 688-5200 LEGEND t:� F.H. = FIRE HYDRANT 0--j STLT = STREET LIGHT TRFSIG = TRAFFIC SIGNAL = SIGN ❑ PB = PULL BOX o WM = WATER METER ❑ TELPED = TELEPHONE PEDESTAL ❑ MB = MAIL BOX ELEC VAULT = ELECTRIC VAULT ® WV = WATER VALVE O SMH = SEWER MANHOLE O SDMH = STORM DRAIN MANHOLE O TELMH = TELEPHONE MANHOLE • PP = POWER POLE S/W = SIDEWALK DRAMN BY: 3C ZiR 4 TC = TOP OF CURB FL = FLOW LINE TB = TOP OF BERM FS = FINISH SURFACE FG = FINISH GRAGE BW = BACK OF WALK REMOVE EXIST AC PAVEMENT D PROP AC PAVEMENT 1 TITLE SHEET 2 STREET IMPROVEMENT PLANS 3 STREET IMPROVEMENT PLANS 4 CROSS SECTIONS AND DETAIL Date : 5/11/15 5TCED BY: KMS KURT T M. SAXON RCE: 44180 ASD# 11-004 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SIERRA AVENUE -VALLEY BOULEVARD AS SHOWN DATE: 10 7 SIER AVENU F 92335 APPRO D BY: JOB NO.: - 1 'Q