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Home My WebLink About5080-1BARSTOW rn M FONTANA COVINA SAN BERNARDINO LOS ANGELES 10 ESCONDIDO TO P SPRINGS SAN DIEGO GENERAL NOTES VICINIT( MAP N.Ti. UTILITY CONTACT LIST CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 THE GAS COMPANY ATTN: GREG GASPAR FONTANA., CA 92335 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 820-5598- UNDERGROUND (909) 875-5100- TRANSMISSIONS (213) 637-1233- PIPELINES (909) 357-6233- DISTRIBUTION CRAWFORD CANYON MUTUAL WATER ATTN: BASIL J. FABRIZIO (909) 463-9580 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIT' OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (" GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AN) STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTR/CT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEF BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RES)LUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL 01 THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY )F FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS FRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-761). 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLI,IES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTR)LS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATI)N OF 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 APPRO\ED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF THE INDUSTRIAL SAFETY OF THE ;TATE 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 RICHT OF WAY WITHOUT 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 EXERCSE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGFOUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION. 11., THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD C)NTROL AND CAL -TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO W)RK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR W1TER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDIN/TE 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 WHRE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY TI -E 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 MONUMEIT, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTER:D CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESJLT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENT! 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. BASIS OF BEARING: THE CENTERLINE OF FOOTHILL N 89'43'05" E PER PARCEL MAP NO. 11791 PMB 137/98. BENCHMARK: FD. BRASS DISK IN T/C STAMPED 7-11 1970 ® NE COR PALMETTO & FOOTHILL PER QUAD #034117233 ELEV = 1320.644' RECOVERY 02/03/81 CITY OI ONLANA T IVflOVFVF\I ROJFCI 1705 / BOOTH I LL BL. UNDERGROUND SERVICE ALERT (800) 422-4133 METROPOLITAN WATER DISTRICT WATER SYSTEM OPERATION GROUP ATTN: JOE MIRONE (909) 776-2664 PACIFIC BELL CO. ATTN: NORMA GUILLOT 1265 N. VAN BUREN STREET SUITE 180 ANAHEIM, CA 92807 (714) 666-5401 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 1400 E. PHILLIPS BLVD. CO. DUPONT AVENUE ONTARIO, CA.91761 (909) 390-4738 VERIZON ATTN: STEVE HOOK POMONA, CA 91766 (909) 469-6327 FONTANA WATER COMPANY ATTN: MICHAEL J. MCGRAW 8440 NUEVO AVENUE FONTANA, CA 92335 PH: (909) 822-2201 WEST VALLEY WATER DISTRICT ATTN: LON TSAI 855 W. BASELINE ROAD RIALTO, CA 92377 METROPOLITAN WATER DISTRICT WATER SYSTEM OPERATION GROUP ATTN: JOE MIRONE (909) 776-2664 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIALS, 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 PF 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 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. OWNER FOOTHILL SB, LLC 5714 OAK AVENUE. TEMPLE CITY, CA 91780 PH: 626-329-1699 SOILS ENGINEER: ENVIRONMENTAL GEOTECHNOLOGY LABORATORY, INC. 11819 GOLDRING ROAD, UNIT A, ARCADIA, CA 91006 TEL: (626) 263-3588 FAX: (626) 263-3599 PROJECT NO. 09-234-003GE BY: HANK JONG RGE 2305 DATE CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION QUANTITY UNIT OCONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002 I 600 SF OCONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. NO. 1000 192 LF (ij CONSTRUCT 8" A.C. BERM PER CITY STD. 1007 20 LF ®CONSTRUCT 4" TISK. PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 1,800 SF 0 CONSTRUCT 6.5" MIN. A.C. PAVEMENT ON 12" MIN. OF COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 PER CITY STD. 401. 95Z & 32) 40 TON 1,650 SF O REMOVE EXISTING CURB. 192 LF OSAWCUT, REMOVE & RECONSTRUCT EX. A.C. PAVEMENT PER DETAIL ON SHEET 1 192 LF 192 SF O RELOCATE STREET LIGHT PER STREET LIGHTING PLAN. 2 EA O RELOCATE STREET LIGHT PULL BOX PER STREET LIGHTING PLAN. 1 EA f 0 REMOVE EX. DRIVEWAY APPROACH 650 SF 1 f REMOVE EXISTING SIDEWALK 2,850 SF 12 CONSTRUCT 2'-O" PARKWAY DRAIN PER CITY STD. 3000 1 EA NEW EX. S'LY RAIN S'LY R/W 18.7' WIDE STREET DEDICATION O. 6REM0VE EX. SIDEWALK PROPOSED GRADE PER GRADING PLAN L13'► 23' 60' 47' CENTERLINE OF FOOTHILL BLVD 37' EX. CURB TO BE REMOVED (FLOW LINE) 4 ®PROPOSED SIDEWALK CI PROPOSED 8" CURB & GUTTER OPROPOSED A.C. RVEMENT 12" IIN. OF 95Z O COMP,1 TED NATIVE SUBGRADE EX. PAVEMENT TO REMAIN SEE SAWCUT DETAIL O TYPICAI SECTION OF FOOTHILL BLVD. 120' R/W T.1. = 1 0.5 (NOT TO SCALE) PROPOSED GRADE, PER GRADING PLAN NEW' S'LY R,/W EX. CURB TO BE REMOVED EX. SIDEWALK 0 BE REMOVED MILLER AVE. FOOTHILL SIERRA AVE PROJECT SITE BLVD. 66 0 Z 0 J w IVY AVE. ARROW BLVD. 1.0' 1 VICINITY MAP (FLOW LINE) �PROPOSED SIDEWALK J 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE INr NOT TO SCALE EX. PAVEMENT SAWCUT, REMOVE & RECONSTRUCT EX. PAVEMENT i1 SAWCUT, IREMOVE AND RECONSTRUCT A.C.QQ N.T.S. EGL JOB NO. 09-234-003 ASP# 12-018 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION 0 THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPR)VAL SHOWN HEREON AND CARRIED FORTH IN A DIIIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. EGL ASSOCIATES, INC 11819 GOLDRING ROAD, UNIT A ARCADIA, CA 91006 PH:626-263-3588 FAX:626-263-3599 Prepared Under The Supervision Of : 41)(1c Date :WO* HANK JONG R.C.E. 45841.6 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: GB DESIGNED BY: GB CHECKED BY: TITLE SHEET 17057 FOTHILL BL. SCALE As Noted DATE: 04-23-14 APP DATE:. �� itt DRAWING NO.: j "5080 CITY ENGINEER, RICARDO SANDOVAL R.C.E. 51152