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Home My WebLink About4753-1VLM-I\r\L IVV I L-.) CITY STREET OF- F-ONTANA MPROVEMENT PROJECT FOOTHILL TR. N O. UTILITY CONTACT LIST ITEM DESCRIPTION CITY OF FONTANA UNDERGROUND SERVICE ALERT VERIZON 8353 SIERRA AVENUE (800) 422-4133 ATTN: STEVE HOOK FONTANA, CA 92335 1002 POMONA, CA 91766 (909) 350-6632 METROPOLITAN WATER DISTRICT (909) 469-6327 330 WATER SYSTEM OPERATION GROUP z THE GAS COMPANY ATTN: JOE MIRONE FONTANA WATER COMPANY ATTN: GREG GASPAR (909) 776-2664 ATTN: MICHAEL FONTANA., CA 92335 J. MCGRAW 8440 NUEVO EMERGENCIES: (800) 427-2200 PACIFIC BELL CO. AVENUE FONTANA, CA 92335 4" THK. PCC SIDEWALK PER CITY OF FONTANA ATTN: NORMA GUILLOT PH: (909) 822-2201 SO. CALIFORNIA EDISON COMPANY 1265 N. VAN BUREN STREET 7951 REDWOOD AVE. SUITE 180 WEST VALLEY WATER DISTRICT FONTANA, CA 92335 ANAHEIM, CA 92807 ATTN: LON TSAI (909) 820-5598- UNDERGROUND (714) 666-5401 855 W. BASELINE ROAD (909) 875-5100- TRANSMISSIONS REMOVE EXISTING CURB RIALTO, CA 92377 (213) 637-1233- PIPELINES COMCAST (CABLE TV) METROPOLITAN WATER DISTRICT (909) 357-6233- DISTRIBUTION ATTN: JACK HAYES 1205 WATER SYSTEM OPERATION GROUP SF 1400 E. PHILLIPS BLVD. ATTN: JOE MIRONE CRAWFORD CANYON MUTUAL WATER CO. DUPONT AVENUE ONTARIO, CA.91761 (909) 776-2664 ATTN: BASIL J. FABRIZIO (909) 390-4738 CONSTRUCT 8" A.C. BERM PER CITY STD. 1007 (909) 463-9580 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 EXISTS IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK 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 NOT 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 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 APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF THE 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 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 1-800-422-4133 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 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 MONUMENT, 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 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 THE 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 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 BLVD., SHOWN AS N89'47'30"W PER RS 25/5. BENCHMARK: CITY OF FONTANA BM ID #374; DATE: 9 /67; ELEV = 1231.03' CHISELED 'X' CENTER SE CURB RETURN CHERRY. & FOOTHILL BLVD. 18513 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. CM' CHERRYWOOD BUSINESS PARK, LLC 14775 FOOTHILL BLVD. #G FONTANA, CA 92335 PH: 909-434-0671 FAX: 909-434-0678 SOILS ENGINEER.- ENVIRONMENTAL NGINEER. ENVIRONMENTAL GEOTECHNOLOGY LABORATORY, INC. 11819 GOLDRING ROAD, UNIT A, ARCADIA, CA 91006 TEL: (626) 263-3588 FAX: (626) 263-3599 PROJECT NO. 06-295-001 GE, DATED: APRIL 6, 2007 911+ ('s BY: HANK JONG RGE 2305 DATE CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION QUANTITY UNIT OCONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 977 SF 1002 OCONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. NO. 330 LF z 1000 _ O UNDERGROUND EX. OVERHANGING ELEC. LINE PER SEPARATE 1 EA S. C. EDISON'S APPROVAL HWY 'F OCONSTRUCT 4" THK. PCC SIDEWALK PER CITY OF FONTANA 1,560 SF STD. NO. 1006 O5 CONSTRUCT 6.5" MIN. A.C. PAVEMENT ON 12" MIN. OF 95% 385 TON COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) 13,580 SF O REMOVE EXISTING CURB 324 LF OSAWCUT, REMOVE & RECONSTRUCT EX. A.C. PAVEMENT AND OVERLAY 815 LF 4,080 SF PER DETAIL ON SHEET 1 O INSTALL STREET LIGHT PER STREET LIGHTING PLAN. 3 EA O CONSTRUCT 8" A.C. BERM PER CITY STD. 1007 452 LF JOIN EX. (2.0X) IVEX. DRIVEWAY EX. R/W CENTERLINE OF FOOTHILL BLVD 0' 2' MIN. , X20' MAX. 20 �n 7 Z EX. EDGE OF PAVEMENT 3 EX. PAVEMENT NA-�S> J EX. GRADE - - - JO/N EX. SAWCT & A.C. OVERLAY PROPOSED PROPOSED GRADE A.C. PAVEMENT TYPICAL SECTION OF FOOTHILL BLVD, 120' R/W T.I. = 10.5 EX. R/W 7' MIN 11' MAX. Z J O 6Z U4.,Y DWY. APPROACH BE REMOVED 2X MIN. 396 MAX• R, NEW A.C.-/ PAVEMENT 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE EX. DWY. APPROACH CROSS SECTION DETAIL N.T.S. EX. CURB TO BE REMOVED EX. A.C. PVMT. TO BE REMOVED _ EX. PAVEMENT SEE DETAIL % NEW A.C. PAVEMENT _ ON SHEET 1 GRIND 0.1' MIN. EX. PAVEMENT AND EX. PAVEMENT 12" MIN. OF 95X OVERLAY 0.1' MIN. COMPACTED NATIVE SUBGRADE SAWCUT &REMOVE EX. PAVEMENT SAWCUT & A.C. OVERLAY DETAIL NTS NEWCENTERLINE N'LY R/w N'LY R/W OF FOOTHILL BLVD 60' 60' 10 = ST. DEDICATION PROPOSED GRADE PER GRADING PLAN CSI 0 I 50' _ I 48' 3.67% 20' + 48' 2.25% VARIES 14' -5.5'7' 7' - 1 ' 66%VARIES T' 9 ----- ------ JAI- PROPOSED 'iPROPOSED SIDEWALK OVER--' %- - 90% COMPACTED NATIVE l FUTURE MEDIANJ ISLAND BY OTHERS EX. A C. PROPOSED 8" CURB & GUTTER EX. PAVEMENT PAVEMENT PROPOSED A.C. PAVEMENT 0 REMAIN FUTURE 12" MIN. OF 95% EX. CURB COMPACTED NATIVE SUBGRADE 12" MIN. OF 95% TO BE REMOVED BY OTHERS COMPACTED NATIVE SUBGRADE OSEE SAWCUT & A.C. OVERLAY DETAIL TYPICAL SECTION OF FOOTHILL BLVD. 120' R/W (AT EX. CURB) (AT EX. EDGE OF A.C. PAVEMENT) T.I. = 10.5 (NOT TO SCALE) (NOT TO SCALE) FUTURE S'LY R/W X --FUTURE GRADE BY OTHERS FUTURE SIDEWALK OVER 90% COMPACTED NATIVE BY OTHERS FUTURE 8" CURB & GUTTER BY OTHERS FUTURE A.C. PAVEMENT BY OTHERS EGL JOB NO. 06-295-001 PROJECT SITE FOOTHILJI(r BLVD. 66 Q Q Q o z _ c U ARROW HWY 'F NOT TO SCALE LOCATION MAP EX. CURB TO BE REMOVED EX. A.C. PVMT. TO BE REMOVED _ EX. PAVEMENT SEE DETAIL % NEW A.C. PAVEMENT _ ON SHEET 1 GRIND 0.1' MIN. EX. PAVEMENT AND EX. PAVEMENT 12" MIN. OF 95X OVERLAY 0.1' MIN. COMPACTED NATIVE SUBGRADE SAWCUT &REMOVE EX. PAVEMENT SAWCUT & A.C. OVERLAY DETAIL NTS NEWCENTERLINE N'LY R/w N'LY R/W OF FOOTHILL BLVD 60' 60' 10 = ST. DEDICATION PROPOSED GRADE PER GRADING PLAN CSI 0 I 50' _ I 48' 3.67% 20' + 48' 2.25% VARIES 14' -5.5'7' 7' - 1 ' 66%VARIES T' 9 ----- ------ JAI- PROPOSED 'iPROPOSED SIDEWALK OVER--' %- - 90% COMPACTED NATIVE l FUTURE MEDIANJ ISLAND BY OTHERS EX. A C. PROPOSED 8" CURB & GUTTER EX. PAVEMENT PAVEMENT PROPOSED A.C. PAVEMENT 0 REMAIN FUTURE 12" MIN. OF 95% EX. CURB COMPACTED NATIVE SUBGRADE 12" MIN. OF 95% TO BE REMOVED BY OTHERS COMPACTED NATIVE SUBGRADE OSEE SAWCUT & A.C. OVERLAY DETAIL TYPICAL SECTION OF FOOTHILL BLVD. 120' R/W (AT EX. CURB) (AT EX. EDGE OF A.C. PAVEMENT) T.I. = 10.5 (NOT TO SCALE) (NOT TO SCALE) FUTURE S'LY R/W X --FUTURE GRADE BY OTHERS FUTURE SIDEWALK OVER 90% COMPACTED NATIVE BY OTHERS FUTURE 8" CURB & GUTTER BY OTHERS FUTURE A.C. PAVEMENT BY OTHERS EGL JOB NO. 06-295-001