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Home My WebLink About2327-1X a I H GHLAND AVE o 'i/CPv z I I 15 C) 3 N CITY OF // w PRQJECI w I FONTA" LOCATION South Pacific Roil oad / W BASE LINE /% % AVENUE MILLER AVE Cr A/ I 1 1 _J I T F T H I LL 9 `A' D COUNTY OF SAN BERNARDINO / A RR.)W HIGHWAY / 2V/C//y1Ty i'yA1z:, /YOl TIJ _ �� z'eE_ VILLAGE OF HERITAGE STREET IMPROVEMENT PLANS FOR TRACT 12 996-5 IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES a QUANTITIES.: DESCRIPTION I /rf/O�X /YIA� LANDSCAPING STREET TREES AND LANDSCAPING NITHIN PUBLIC RIGHT -OF- WAY SHALL BE PER FONTANA; NEST END SPECIFIC ANC L A-NCSCAPE ARCHITECTS PLAN UTILITY NOTES: -WATER: 0416 41t101V6,4 40L/A17',y /Ai�,D716 7 CG/�f}NJO�t/G.4, 44 91725;1-065,$3 SEWER: CITY OF FONTANA (D CONSTRUCT "A. C. OVER " A.B. PAVING. (ASSUME 4' A.C. OVER 12 It OF 95% COMPACTED FONTANA, CA 92335 NATIVE SOIL FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE (�aq) 350-7640 POWER: DETERMINED PER PAVING NOTE ON SHEET I. 27100 S. F. P. 0. BOX 788 CONSTRUCT 6" CONCRETE CURB AND GUTTER STD. DETAIL 101 300 N. PEPPER STREET O4 . CONSTRUCT CONCRETE SIDEWALK PER STD. DETAIL IDSA 2, mp S. F. O7 CONSTRUCT RESIDENTAL DRIVEWAY PER STD. DETAIL 102, TO BE LOCATED (9oq) 820-5191 GAS: DURING CONSTRUCTION. W = /lv; 19 TOTAL 3,/96 S. F. 16231 VALLEY BLVD. //VST�►� L STiTEET G/CHT /lXT ,11T0 C?1/ OrQiSi�IrIErVTA� �CpwEie i22'��, S8� f . covf9 A GE/ Yx!F W1Thi A 51X 4- MGL/NTED 7� X' 117 per' E,4. 9 I A45 TA L L W-53 s/GN /,VoT A y1-1A'0UG11-5rgZ �T) SOUTHERN CALIFORNIA GAS COMPANY /0 /AlSTALL G - 7 916A14rs-rgi m'7' AIAME 5/6il/) /,A I /rf/O�X /YIA� LANDSCAPING STREET TREES AND LANDSCAPING NITHIN PUBLIC RIGHT -OF- WAY SHALL BE PER FONTANA; NEST END SPECIFIC ANC L A-NCSCAPE ARCHITECTS PLAN UTILITY NOTES: -WATER: 0416 41t101V6,4 40L/A17',y /Ai�,D716 7 CG/�f}NJO�t/G.4, 44 91725;1-065,$3 SEWER: CITY OF FONTANA FONTANA, 8353 SIERRA AVENUE FONTANA, CA 92335 (�aq) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P. 0. BOX 788 300 N. PEPPER STREET RIALTO, CA 92376 ATTN: DAVID JONES (9oq) 820-5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL (909) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA 92621 (714) 529-2889 TELEPHONE: GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 (909) 945-3562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 999-5639 REVISIONS 'K 36" HIGH PRESSURE GAS MAiNS SOQTHERN CALIFORNIA GAS COMPANY TRANSMISSION DEPARTMENT 48 HOURS PRIOR TO EXCAVATION, CALL UNDER- GROUND SERVICE ALERT (YSA) TOLL FREE 1 800-422-4133 SOUTHERN CALIFOKNIA GAS COMPANY TRANSMISSION PIPELINE EMERGENCY PHONE 714-X2:'-2889 OR 714-529-7070 7 30 a.m to 4.00 p.m. AFTER HOURS 213-689-2641 F ESSIpy r No.28229� t Exp. 3/31/98 EA16. 017Y PR 11aL (DdTE I .4PPROVd [ I OdTE lelgl GENIF.RAL NOTES: 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department Standard Specifications dated 1975, and any revision thereafter. 2. Construction permits shall be obtained from the City of Fontana Public Works Department prior to the start of any work within the city limits. 3. Stationing refers to the centerlines of street except where otherwise noted. 4. Curve data refers to the face of the curb. 5. All exposed concrete shall conform in grade, color and finish to all adjoining curbs and sidewalks. 6. Actual thickness of A. C. pavement and/or base course material for structural street section shall be recommended by a geotechnical engineering report and submitted to the City of Fontana for approval upon completion of rough grading. 7. Pavement structural sections 'shown are minimum and subject -to revision and approval of the City as required by soils tests taken after completion of rough grading. 8. Care should be taken to prevent grades, ditches and swales from undermining street improvements. Upon inspection of the site, the City Engineer may required temporary gunite swales, entering or leaving improvements. 9. All underground work shall be completed prior to paving of the streets. 10. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan grades. 11. All pipes or substructures of any kind and all telephone or power poles, water meters, valves, hydrants, irrigation structures, etc., shown or not shown on this plan and located within areas to be improved and interfering with construction, shall be relocated by others. It shall be the contractor's responsibility to notify all of the agencies concerned before construction begins. 12. All manhole and cleanout frames and covers shall be constructed 6' below finished grade by sewer contractor and shall be raised to grade by paving contractor after completion of paving. 13. All valve cans and covers shall be constructed 6" below finished grade by water contractor and shall be raised to grade by paving contractor after completion of paving. 14. Refer to City of Fontana, underground utility location Standard Detail 129. 15. The contractor(s) shall coordinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, lighting, television cable, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm drainage, flood control systems, etc. 16. As built drawings shall be provided by the engineer to the City of Fontana. 17. Type, location and width of driveway approach aprons will be determined at the time of construction and shall conform with the City of Fontana standard details. 18. Contractor is instructed to refer to these plans and the specifications, and where there is or may be a conflict shall immediately report said conflict or possible conflict to the owner's representative. 19. Sterilant required under all A.C. pavement. 20. No concrete shall be placed until forms and reinforcing steel have been placed, inspected and approved. 21. Al utility companies shall be given 48 hours notice prior to work around their facilities. 22. All backfill compaction to be certified by soils engineer. 23. All materials and methods to be subject to the approval of the City Engineer. 24. Backfill materials shall be verified by contractor and approved by Public Works Inspector prior to the placing of any permanent pavement. 25. Contractor to install pavement markings and striping as required by the City Engineer. 26. Contractor shall not operate any main line water valve. 27. If existing utilities or any other facilities conflict with the proposed improvements, work shall stop and the Engineer notified immediately. 28. It shall be the responsibility of the contractor to notify the Engineer after the base course has been constructed and before the paving has been installed so that the Engineer may install the street centerline monuments as required by the City Code of the City of Fontana. PRIVATE ENGINEERS NOTICE, TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 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 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. /�/%i1 i T /. = 5.5 r)'�/C4Z SECT/O/Y - LEliEL iYOl T17 �,4LE S �,l/ cD U R 7 - Underground Service Alert Call: TOLL FREE 1-800 422-4133 Two RICMiG DAYS KFORE YOU DIG PAVING NOTES: 1. Actual thickness of A.C. pavement and/or base course material for structural street sections shall be recommended by a geotechnical engineering report and submitted to the City of Fontana for - approval upon completion of rough grading. 2. Pavement structural sections shown are minimum and subject to revision and approval of the City as required by soils tests taken after completion of rough grading. 41.4476) The pr*4W engiaw signing these plans Is responsible for assuring *e accuracy and occepfeWUty of the work hereon. In the event of "cepancies arising during construction, the private engineer *AN be respoMible for determining M acceptable solution and revisiwg Nsplana for approval by the city. (This note is required on jK plan BENCH MARK FWE 1 USCGS '& STATION 'PACEL' 1963.90'*ELY. OF RAILROAD TRACKS AND 28'1SLY. OF CL BASELINE. 1.1 N. ELY. OF EAST AVENUE. SAME A.S. CITY B.M. #364 ELEVATION 1801.54' CITY OF FONTANA, CALIFORNIA moorHa11 & �breman, In c r"�"`' "V"�^0 UCI�N1l I MLN 1 DRAWN Y STREET IMPROVEMENT PLANS SCALE ME ir � L. P., J. S. HOR12. : I�� = 40' i Civit Engineering •Planning •Surveying •Public Works DESIGNED B GENERAL NOTES, CONST. NOTES, VERT: i"= a' 13821 Newport Ave., Suite 200 a Tustin, CA 92680-7803 • 714/544-3404 CHECKED BY LOCATION MAP OATEN PREPARED UNDER THE SUPERVISION Of: R,T 7-28-94 t� ___ C_J -..dM-- JOB DR. N0. SIiT N0. 1 �'2'1- 9A APPROVED . G�� ,..� o O N C. HOGAN R.C.E. 26229 ppm 4551 CITY ENGINEER R.C.E.25126 �327 I OF 200��