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HomeMy WebLinkAbout4920-1OMR-DEVELOPER MR. MOHAMMAD (MIKE) MAHMOUDI 49 FESTIVO IRVINE, CA 92606 PHONE : (909) 355-2216 (WORK) (951) 757-0168 (CELL) BUSINESS NAME SS SOUTHERN CALIFORNIA AUTO MART 15290 VALLEY BOULEVARD FONTANA, CA 92335 ASSESSOR`S PARCEL NO: 0235-072-05 LEGAL DESCRIPTION THE EAST 160 OF THE SOUTH 213.12 FEET OF FARM LOT 920, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER COMPANY, AS PER PLAT RECORDED IN BOOK 11 OF MAPS, PAGE 12, RECORDS OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. AREAS AND DISTANCES ARE COMPUTED TO THE STREET CENTERS. BASIS OF BEARINGS: BASIS OF BEARINGS WAS TAKEN FROM THE SOUTH LINE OF PARCEL MAP NO. 1807 ALSO BEING THE NORTH RIGHT OF WAY LINE OF THE PACIFIC ELECTRIC RAILROAD RIGHT OF WAY SHOWN AS N89'44'30"E PER PARCEL MAP NO. 1807 RECORDED IN BOOK 15 OF PARCEL MAPS, PAGE 80, RECORDS OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. PRIVATE ENGINEERS NOTICE 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 PLANS. THE CONTRACTOR IS REQUIRED TO TAKE 'DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- ION 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 CITY OF FONTANA, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. PACIFIC BELL CO. LEGEND 8353 SIERRA AVENUE TC TOP OF CURB FL FLOWLINE 77 _77-177-1 CONCRETE ANAHEIM, CA 92807 RIGHT OF WAY BC BEGIN CURVE EC END CURVE UNDERGROUND SERVICE ALERT EA ATTN: DENNIS FREEMAN Z v 1981 W. LUGONIA AVE. Lu SAN BERNARDINO AVENUE Q W=3.5 ", H=4', V=3.09' W/REINFORCEMENT PER CITY OF FONTANA STD NO. 3006 REDLANDS, CA. 92374 v © Lu z ui w 0° EA z w 1205 DUPONT AVE. < ONTARIO, CA 91761 INLET STRUCTURE. EXTEND EXISTING REINFORCING STEEL BARS AND cc (909) 390-4738 _ �SITE EA RIALTO, CA 92376 GENERAL TELEPHONE CO. (909) 820-5598 -- UNDERGROUND VALLEY INSTALL (2) 12" DIAM. ACP (D=3250) FROM CATCH BASIN AND CONNECT TO BOULEVARD 1400 E. PHILLIPS BLVD. SAN BERNARDINO FREEWAY ONTARIO, CA 91766 10 (800) 422-4133 VICINITY MAP CRAWFORD CANYON MUTUAL WATER CO. NTS STREET IMPROVEMENT STORM DRAIN C) IFEX MAP SCALE 1 "=30' GRAPHIC SCALE 1"=30' 30 0 30 60 90 PLANS CONSTRUCTION NOTES AND GUANTITIES UTILITY NOTIFICATIONS DESCRIPTION CITY OF FONTANA PACIFIC BELL CO. Lu 8353 SIERRA AVENUE ATTN: VIRGINIA BECKER z FONTANA, CA 92335 3939 E. CORONADO STREET w (909) 350-6632 ANAHEIM, CA 92807 Q 1 (714) 666-5467 O7 cc SOUTHERN CALIFORNIA GAS COMPANY UNDERGROUND SERVICE ALERT EA ATTN: DENNIS FREEMAN (800) 227-2600 v 1981 W. LUGONIA AVE. W=3.5 ", H=4', V=3.09' W/REINFORCEMENT PER CITY OF FONTANA STD NO. 3006 REDLANDS, CA. 92374 COMCAST (CABLE TV) © (909) 335-7547 ATTN: JACK HAYES EA EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. ONTARIO, CA 91761 INLET STRUCTURE. EXTEND EXISTING REINFORCING STEEL BARS AND SOUTHERN CALIFORNIA EDISON COMPANY (909) 390-4738 300 N. PEPPER STREET EA RIALTO, CA 92376 GENERAL TELEPHONE CO. (909) 820-5598 -- UNDERGROUND ATTN: STEVE HOCK INSTALL (2) 12" DIAM. ACP (D=3250) FROM CATCH BASIN AND CONNECT TO (909) 875-5100 -- TRANSMISSION 1400 E. PHILLIPS BLVD. (213) 637-1233 -- PIPELINES ONTARIO, CA 91766 O (800) 422-4133 1 CRAWFORD CANYON MUTUAL WATER CO. FONTANA STD NO. 3025 ATTN: BILL VANDERKIEFT, JR. (619) 868-6040 FONTANA WATER COMPANY CONSTRUCT MIN. 6.5" A.C. PAVEMENT OVER 12" OF 95% COMPACTED NATIVE ATTN: ROBERT YOUNG 10 15966 ARROW ROUTE 6,832 SF FONTANA, CA 92235 MENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. (909) 822-2201 11 REMOVE & RELOCATE EXISTING STOP/STREET SIGN (SEE SIGNING & STRIPING FAX (909) 823-5046 PLANS CONSTRUCTION NOTES AND GUANTITIES ITEM DESCRIPTION QUANTITY UNIT O1 CONST. 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 271 LF O CONST. CURB ADJACENT SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=6' 1,575 SF O CONST. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 1 EA O CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD.NO. 1002 2 EA O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD NO. 3004, 1 EA W=3.5 ", H=4', V=3.09' W/REINFORCEMENT PER CITY OF FONTANA STD NO. 3006 © CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD.NO. 3003, CASE A 1 EA O REMOVE EXISTING 3' x 3' FRAME AND GRATE TO EXPOSE CONCRETE BOX INLET STRUCTURE. EXTEND EXISTING REINFORCING STEEL BARS AND 1 BUILD SIDES OF STRUCTURE UP TO MATCH PROPOSED STREET GRADE. EA REINSTALL FRAME AND GRATE AT PROPOSED FINISHED GRADE. O8 INSTALL (2) 12" DIAM. ACP (D=3250) FROM CATCH BASIN AND CONNECT TO 80 LF EXIST. R C BOX O CONNECT (2) 12" DIAM. RCP TO EXIST. RC BOX STORM DRAIN PER CITY OF 1 EA FONTANA STD NO. 3025 CONSTRUCT MIN. 6.5" A.C. PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 10 SUBGRADE. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY RECO- 6,832 SF MENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. 11 REMOVE & RELOCATE EXISTING STOP/STREET SIGN (SEE SIGNING & STRIPING 1 EA PLANS) 12 REMOVE & RELOCATE EXISTING WATER METER 1 EA 13 CONSTRUCT PARKWAY DRAIN PER APWA STD NO. 151-1, S=3'-0" 1 EA 14 SAW -CUT AND REMOVE EXIST. AC PAVEMENT B,607 SF 15 GRIND 0.10' MIN. EXIST. PAVEMENT AND OVERLAY MIN. 0.10' AC AND FEATHER 1,442 SF 16 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. NO. 1007 29 LF GENERAL NOTES 1. ALL WORK SHALL BE DONE 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 DOCUMENT THAT CANNOT 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 POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPERATE PERMIT FOR THAT PURPOSE. 10, THE LOCATION 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 THE 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 GE 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. 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 SURVE"rEH. 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. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANES 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 CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROERTY 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 ON 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 SOIL 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. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I BENCH MARK: S• D• ENGINEERING AND ASSOCIATES �P�°FESSI°N9c p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, C&IFORNTA SH DO D COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CITY BM#525 ��� ��� Ddr �� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER P.K. NAIL IN POWER POLE 31652115E. STREET PLANS LAND PLANNING AND CIVIL ENGINEERING ti 9y THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS BAT EECH EAVENUE EAND VALLEY OF DRAWN BY: SCALE: 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 W N❑. 36361 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND BOULEVARD. KR SOUTHERN CALIFORNIA AUTO MART AS SHOWN PHONE (909) 884-7090 FAX (909) 884-0124 EXP. 6-30-14 A IDIAL TWO WORKING STANDARDS IN EFFECT. ELEV. = 1079.02 DESIGNED BY: 15290 VALLEY BOULEVARD DATE: YOU DIGBEFORE DAYS BEFORE ASP 10-004 `I'TgTe CIVIL TOLL FREE 1-800-2207-26 0 E® .0107 7�187/18/2012 J 2 15 112-- ', OF C A PUBLIC SERVICE BY CHECKED BY`j, AP OVED BY' DRAWING ND.: i UNDERGROUND SERVICE ALERTSD Z 2 SURESH DODDIAH R.G.E. 36361 DATE CITY ENGINEEa R.C.E. 51152 DATE: 49204