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Home My WebLink About5840-1GENERAL NOTES: 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 POTENTIAL EXIST 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 811 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 EXEPT 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 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 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 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 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 BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL 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. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CEDAR MEDICAL GROUP 16814 FOOTHILL BOULEVARD A.P.N. 0190-164-14, 15, 16 & 17 w1wil FOOTHILL BOULEVARD SITE MAP SCALE: 1 "=30' qua, STREET CONSTRUCTION NOTES: 0 CONSTRUCT 4" THICK A.C. PAVEMENT OVER 3" THICK CLASS II BASE PER CITY OF FONTANA STD PLAN 400. SOILS ENGINEER TO PROVIDE FINAL PAVEMENT SECTION TO CITY FOR APPROVAL. (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000. O3 CONSTRUCT 4" THICK SIDEWALK PER CITY OF FONTANA STD. PLAN 1006. O4 CONSTRUCT 8" THICK COMMERCIAL DRIVE APPROACH PER CITY OF FONTANA STD. PLAN 1002. O5 GRIND MIN. 0.10' EX. A.C. PAVING, OVERLAY WITH MIN. 0.10' A.C. PAVING PER PAVEMENT JOIN DETAIL ON SHT. 2 0SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 0SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 0SAWCUT AND REMOVE EXISTING SIDEWALK AND REPLACE WHERE SHOWN. 0REMOVE EXISTING SIGN. 10 CONSTRUCT LED STREET LIGHT - S.C.E. PART # 10205809 (41 WATT) PER PER CITY OF FONTANA STD. PLAN 404 (CASE 1). 11 CONSTRUCT CURB DRAIN WITH CASE I INLET PER S.P.P.W.C. STD. 150-3, SIZE = 4" PVC PIPES (3 EACH). 12 INSTALL DETECTABLE WARNING SURFACE PER ADA REQUIREMENTS. SEE DETAILS ON SHEET 2. L t L t QUANTITIES 181 S. F. 23 L.F. 1,686 S.F. 531 S.F. 195 S.F. 181 S. F. 83 L.F. 515 S. F. 2 EA. 1 EA. 1 EA. 15 S.F. CIVIL ENGINEER: SITETECH, INC. 8061 CHURCH STREET PO BOX 592 HIGHLAND, CA 92346 (909) 481-9400 UTILITY CONTACTS: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-6632 PACIFIC BELL CO. ATTN: NORMA GUILLOT 1265 N. VAN BUREN STREET SUITE 180 ANAHEIM, CA. 92807 (714) 666-5401 VICINITY MAP NO SCALE SO. CALIFORNIA GAS COMPANY 401we1_1 I l its] V 121 I_» l] Rii] ► Role] I I l•1► V ATTN: GREG GASPAR 7951 REDWOOD AVE., 6231 VALLEY BLVD. FONTANA, CA. 92335 FONTANA, CA 92335 (909) 820-5598- UNDERGROUND (909) 428-8411 (909) 875-5100- TRANSMISSIONS EMERGENCIES: (800) 427-2200 (213) 637-1233- PIPELINES (909) 357-6233- DISTRIBUTION COMCAST (CABLE TV) VERIZON FONTANA WATER COMPANY ATTN: JACK HAYES ATTN: STEVE HOCK ATTN: MICHAEL J. McGRAW 1205 DUPONT AVENUE 1400 E. PHILLIPS BLVD. 8840 NUEVO AVENUE ONTARIO, CA. 91761 POMONA, CA. 91766 FONTANA, CA. 92335 (909) 390-4738 (909) 469-6327 (909) 822-2201 FAX (909) 823-5046 CONTRACTOR'S RESPONSIBILITY FOR SAFETY: IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 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 OWNER, THE ENGINEER AND THE CITY OF FONTANA 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, THE ENGINEER, OR THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES 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 UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 811 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTIES; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCES OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK HER ON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AND ACCEPTANCE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. LEGAL DESCRIPTION LOT 9 AND PORTIONS OF LOT 10, 22 & 23 OF TRACT 1852, SPRING FONTANA ADDITION, IN THE CITUY OF FONTANA, COUNTY OF SAN BERNARDINO, PER MAP RECORDED IN BOOK 26, PAGE 51 OF MAPS. (SEE TITLE REPORT FOR FULL LEGAL DESCRIPTION) OWNER /APPLICANT: DR. ZIAD ALAM & ROLLA ALAM RMEICH, LLC 4905 CLOVER PLACE RANCHO CUCAMONGA, CA 91737 (909) 428-6989 13*3 • -ml 2 WV►!, THE BASIS OF BEARING USED FOR THIS PLAN IS THE CENTERLINE OF BENNETT AVENUE, BEING N 00°02'00" E PER TRACT 1852, M.B. 26/51, RECORDS OF SAN BERNARDINO COUNTY. SHEET INDEX: SHEET 1 TITLE, CONSTRUCTION NOTES & QUANTITY ESTIMATES SHEET 2 FOOTHILL BLVD. & BENNETT AVE. BENCHMARK: A o SHOULD CONSTRUCTION OF THE REQUIRED QRpFESS/p1v Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO �� PRD K. �� S/T'617 irvc. STREET IMPROVEMENT PLAN BENCHMARK # EV1237 - 0.4 MI E FROM FONTANA. 0.35 MILE EAST ALONG THE ATCHISON, e �� 9� F2 TOPEKA AND SANTA FE RAILWAY FROM THE STATION SIGN AT FONTANA SIDING, SET BRASS DISK IN YEARS OF THE DATE OF APPROVAL SHOWN HEREON m`�� z DRAWN BY: SCALE: TOP OF WEST CURB OF MANGO AVE., 6.0 FEET SOUTH OF PP 1595386E, 55 1 /2 FEET SOUTH OF 16814 FOOTHILL BOULEVARD DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER THE w NO. 36866 m 8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592 BAM AS SHOWN SOUTH RAIL, 7 1 2 FEET EAST AND 7 1 2 FEET SOUTH OF THE NORTHEAST CORNER OF A 6 FOOT Exp. 6-30-20 PH: (909) 864-3180 FAX: (909) 864-0850 TITLE SHEET / / BEFORE DAYS BEFORE * * DESIGNED BY: DATE: CHAIN LINK FENCE, AND 1 1/2 FEET BELOW TRACKS. YOU DIG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE s� �� BAM CONSTRUCTION NOTES & QUANTITY ESTIMATES 09/19/19 ELEVATION = 1256.61 TOLL FREE 811 PLANS TO BRING THEM INTO CONFORMANCE WITH 9pFOF�CA`\�� 09 19 19 CHECKED BY: PROVED B 9/23/19 DRAWING NO.: 1 REVISION DESCRIP11ON DATE ENGR. CITY DATE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. STANDARDS IN EFFECT. NHAR. MAYER R.C.E. 36866 BKM v"40&laATE: 5840 CITY ENGINEER R.C.E. 51152 2