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HomeMy WebLinkAbout5071-1F- STREET IMPROVEMENT PLANS CITY OF FONTANA ASSESSOR'S PARCEL NUMBER 0230-062-41 I I I APN II10-141-10 I i APN II10-141-II APN 1110-141-12 APN 1110-141-13 0 UTILITY PURVEYORS: GAS: TELEPHONE: SOUTHERN CALIFORNIA AT*T GAS COMPANY 12G5 VAN BUREN, ROOM 180 1951 W. LUGONIA AVE. ANAHIEM, CA 92807 REDLAND5, CA 92374 PHONE: (71 4) GGG-5503 PHONE: (909) 335-7851 . . . 2,050 5F © REMOVE EXISTING CURB d GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEWAGE: ELECTRICITY: CITY OF FONTANA SOUTHERN CALIFORNIA EDI5ON 8353 SIERRA AVENUE 7951 REDWOOD AVENUE FONTANA, CA 92335 FONTANA, CA 92336 (909) 350-GG99 PHONE: (909) 357-G58G . . . I EA © INSTALL SALVAGED STREET LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WATER: CABLE: FONTANA WATER COMPANY TIME WARNER CABLE COMPANY 1 59GG ARROW ROUTE 1 500 AUTO CENTER DRIVE FONTANA, CA 92335 ONTARIO, CA 917G 1 (909) 201-733G PHONE: (909) 975-3436 ��•Z.y�:II� APN0230-OG2-41 90 JLEV7dUT-- o - - _T_ SHEET 2 - DETAIL A I "=G0' INDEX MAP UNAUTHORIZED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR U5E5 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PREPARED FOR/APPLICANT: HHI SAN BERNARDINO, LLC ATTN: MR. JOE MINED 3800 ORANGE STREET, SUITE 250 RIVERSIDE, CA 92501 PHONE: (95 1) 782-8255 FAX: (95 1) 782-8259 �� °�T !/&YOU DIALwO WORKINGFOREAYS BEFORE U DIG DIG TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES OI INSTALL MIN. G.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE PER CITY STD. 401 (GOO 5F) . , , . . 24 TONS AC O2 5AWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I 70 LF O3 INSTALL 51DEWALK PER CITY STD. I OOG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I , 120 5F ® REMOVE EXISTING AC PAVEMENT . _ 170 5F O5 INSTALL MODIFIED COMMERCIAL DRIVEWAY APPROACH PER CITY 5TD. 1002 (W=A5 SHOWN) . . . . . . 2,050 5F © REMOVE EXISTING CURB d GUTTER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I G5 LF O REMOVE EXISTING PCG 51DEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 970 SF ® REMOVE E SALVAGE EXISTING STREET LIGHT. _ , , . . , . . . . . . I EA O REMOVE EXISTING PGG BUS BAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .380 SF ® INSTALL PARTIAL BUS BAY PER CITY STD. 1005 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150 5F I INSTALL UNDER SIDEWALK DRAIN PER CITY STD. 3001, 51ZE I . . . . . . . . . . . . . . . . . . . . . . . I EA © INSTALL SALVAGED STREET LIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I EA 0 INSTALL 8" PCC CURB PER CITY STD. 1000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45 LF ® CONNECT TO EXISTING CATCH BASIN PER CITY.5TD..3.005 (8=.1 2") . . . . . . . . . . . . . . . . . . . . . . . I EA Q INSTALL 12" RCP PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 LF ESTIMATE IS FOR FEE PURPOSES ONLY. CONTRACTOR RESPONSIBLE FOR OWN QUANTITIES. PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER. STREET LIGHT GENERAL NOTES I . ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A G FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. 51DEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PIAN NO. 404 PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE5E DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 517E CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCHMARK CHISELED SQUARE ± 120 FEET NORTHERLY t 34 FEET EASTERLY FROM THE INTERSECTION OF CHERRY AVENUE d ARROW ROUTE PER CSFB 4015/2171 E 1917 ELEVATION: 1 195.431 BASIS OF BEARING BEING THE CENTERLINE OF FOOTHILL BOULEVARD BEING N89047'44"W. 1_1 4: 4 •• ` IFF SITE VICINITY MAP 1 ere Map 0 Rand McNally & company R.L.08-S-17 GENERAL NOTES I . 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 UNLE55 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 FONTANN5 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) 350-7G 10. 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. G. 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 FIVE (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 LE55 THAN FIVE (5) FEET SHALL AL50 BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF THE 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. 1 1. 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. 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 DATA 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 TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I G. 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 BENCHMARKS, 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 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FEET 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. 2 1 . 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 BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY 15 OBTAINED. 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 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. 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORM5 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 5TERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1 . 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 SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 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 LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3G. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT LTHATCHEP, Nqland planningCOMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL .• civil engineering , nlSHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, •landscape architecture4phone 909.748.7777 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO w faz909.748.7776 thatc er engineering & associates, inc.BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1461 ford streei, suite 105, remands. ca 92373 FC AS Sot�T/0.IFF"M DRA4►l.lc. G���tf REV. I REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. McMn W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2013 T DESIGNED BY: PF/MWT CHECKED BY: MWT ASP# 12-000031 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS TITLE SHEET SCALE; ASSESSOR'S PARCEL NUMBER 0230-OG2-4 I AS SHOWN SHERRY AVENtPE * FOOTHILL BOULEVARD DATE: 1 1/12/13 AAPPPRROVED Bir �j ,fir DRAWING NO.: CITY EN IN ER R.C.E. 51152 �r `� 507 112 151805PI