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HomeMy WebLinkAbout1901-10.� -'a" 1, 14 sfo I 6" Curb 8 Gutter TILTED SECTION I LOCAL STREET N LEVEL SECTION LOCAL STREET C9146 70..-V S7,,ezr,,57, rl:, 5,5 z 10" LOCAL STREETS SECTION A B C D E TH-TED -.56 -.56 -.16 --;.26 0.00 LEVEL -.07 -.20 !0.00 -.20 -.07- ',RIA 4-, T 0 1 RD z T A r N/':E C_� JE IST AE 7r%e It I � L E3 A% Pk C_- AE 1-4 -r C), AMkNZ IE: 0 ry 41"VI71 CONST. 611 CURB & GUTTER PER FONTANA CITY STD. NO. 101. 0< z 10" CONST. 61 SIDEWALK PER FONTANA CITY STD. NO 105-A. 7S NOT BE LIMITED TO NOICNIAL WORKING HOURS; AND THAT THE CONTRACTOR CONST. RAMPED CURB RETURN PER FONTANA CITY STD. NO# 104-A. -0 F_ A 12 13 14 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF I'llE 15 414 SIC z AVAILABLE RECORDS. TO T14E BEST OF OUR KNOWLEDGE, THERE ARE Nu FEATHER TO PROVIDE SMOOTH SURFACE. 0 ,CONST. BARRICADE PER FONTANA CITY STD. NO. 118. NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION COKJc�-X. D/W APMOACH PGP, C_iTY SICD. NO. 102- CSF 6353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE( 714) 350-7610 SO. CALIU. CAS COMPANY -DISTRIBUTION FACILITIES H 57,0 4TH STREET, P.O. E& 6226 SAN8ERNARDINO, CAL IFORNIA 92408 U TELEPHONE (714)884-9411 OR (800)422-4133 U.S.A. GENERAL TELEPHONE COMPANY AE IST 1E) ]H::�< MA P. K. Nail in top of south curb Miller St. 2191 BIRCH STREET POMONA. CALIFORNIA 91766 BREA. CALIFORNIA 92621 4.10 Pavement Based on estimated traffic index and assumed -R-value of the soils existing at the site, the following pavement sections may be considered: Traffic Traffic Pavement Thickness(inch) Conditions Index(TI) Type dec base Exterior 6.5 Full Depth A.0 4.0 - Streets A.0 over Base 3.5 4.0 Proposed interior 5.5 Full Depth A.C. 3.5, - streets A.C. over Base 3.0 4.0 Base coarse specified in the design should be Class Il agglregate base conforming to Section 26-1.02B of the State of California Standard Specification. Our pavement evaluations are based on estimated traff1c index and on the physical properties of the shallow depth site soils with an estimated R -value of 60 or better. These recommenda Lions are for estimation purposes. Final pavement sections should be verified based on actual R -value of the finished grade site soils following site grading. From SoilsReport No. 89149-12F, Dec. 8, 1989, page 15, by Soils Southwest, Inc. << MLOY K. MJPIA M08 EXPI,- E"�,, d" CIVIL CAO CALL UNDER GROUND SERVICE ALERT 4 D48 HOURS BEFOR . E YOU DIG 1-800-422-4133 CONSTRUCTION NOTES 0 ry 41"VI71 CONST. 611 CURB & GUTTER PER FONTANA CITY STD. NO. 101. 0< z 10" CONST. 61 SIDEWALK PER FONTANA CITY STD. NO 105-A. 7S NOT BE LIMITED TO NOICNIAL WORKING HOURS; AND THAT THE CONTRACTOR CONST. RAMPED CURB RETURN PER FONTANA CITY STD. NO# 104-A. -0 F_ A CON'S -r A.C. OVF-9- A.P:,. P,'N41MG. (ASSUN41E "Al" A�C_ 0\4eg 1-4A'VIVGa Fop, F-CoTIVAA-re ONLV. ACTOAL- Pp�v,NGTH%c_%�-NGc>s TO fsE PC?, PA\11"G "c"VrE Wts X"Is -Z)VAet-T EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF I'llE CONST. CROSS GUTTER & SPANDREL PER FONTANA CITY STD. NO. 1.04. 414 SIC STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SrARCII OF AVAILABLE RECORDS. TO T14E BEST OF OUR KNOWLEDGE, THERE ARE Nu FEATHER TO PROVIDE SMOOTH SURFACE. CONTRACTOR is RLQUIR�D TO I-AKE ALL PRECAUTIONARY NJEASUI�is 'ro ,CONST. BARRICADE PER FONTANA CITY STD. NO. 118. NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION COKJc�-X. D/W APMOACH PGP, C_iTY SICD. NO. 102- CSF 4.10 Pavement Based on estimated traffic index and assumed -R-value of the soils existing at the site, the following pavement sections may be considered: Traffic Traffic Pavement Thickness(inch) Conditions Index(TI) Type dec base Exterior 6.5 Full Depth A.0 4.0 - Streets A.0 over Base 3.5 4.0 Proposed interior 5.5 Full Depth A.C. 3.5, - streets A.C. over Base 3.0 4.0 Base coarse specified in the design should be Class Il agglregate base conforming to Section 26-1.02B of the State of California Standard Specification. Our pavement evaluations are based on estimated traff1c index and on the physical properties of the shallow depth site soils with an estimated R -value of 60 or better. These recommenda Lions are for estimation purposes. Final pavement sections should be verified based on actual R -value of the finished grade site soils following site grading. From SoilsReport No. 89149-12F, Dec. 8, 1989, page 15, by Soils Southwest, Inc. << MLOY K. MJPIA M08 EXPI,- E"�,, d" CIVIL CAO CALL UNDER GROUND SERVICE ALERT 4 D48 HOURS BEFOR . E YOU DIG 1-800-422-4133 GENERAL NOTES (STREET): 1. All work shallbe done in accordance* with the plans and the City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to,start of any work within the city limits. 3. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan grades. 4. 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. 5. As -built plans shall be provided to the City by the Contractor. 6. All Utility companies shall be given 48 hours notice prior to working around their facilities. 7. All backfill to be certified by Soils Engineer. 8. All materWs and methods to be subject to the approval of the City Engineer. 9. Backfill -materials to have a S.E. of 30 (min-.) and' min. compaction of 90%. 10. All new or existing valve cans and manholes shall be �djusted to grade during paving, by paving contractor. 11. Contractor to install pavement markings and striping as required by the City Engineer. 12. Contractor shall not operate'any main line water valve on existing waterlines. 13. if existing utilities or other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately. 14. 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. 15. Pavement sections shown are ' minimum and subject to revision' and approval of the City as required by soilstest taken after completion of rough grElding. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR -DETERMINING AN ACCEPTABLE SOLUTION MD REVISING THE PLANS FOR APPROVAL BY THE CITY. SA\P4C_UT At -41> ?_EMC04F_ GA\%T. PANeMSN_T LF ll`-l5TALJ, 9E0WCC:)r_> heAt>S(;1_ 1! LF lK-STPt_%_ rDT(ZZe7r QG11TS 7S NOT BE LIMITED TO NOICNIAL WORKING HOURS; AND THAT THE CONTRACTOR it4STAL-L c_LzAa ArAc-e mAg-\<�-7-Rs F_ A GENERAL NOTES (STREET): 1. All work shallbe done in accordance* with the plans and the City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the Fontana Public Works Department prior to,start of any work within the city limits. 3. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan grades. 4. 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. 5. As -built plans shall be provided to the City by the Contractor. 6. All Utility companies shall be given 48 hours notice prior to working around their facilities. 7. All backfill to be certified by Soils Engineer. 8. All materWs and methods to be subject to the approval of the City Engineer. 9. Backfill -materials to have a S.E. of 30 (min-.) and' min. compaction of 90%. 10. All new or existing valve cans and manholes shall be �djusted to grade during paving, by paving contractor. 11. Contractor to install pavement markings and striping as required by the City Engineer. 12. Contractor shall not operate'any main line water valve on existing waterlines. 13. if existing utilities or other facilities conflict with the proposed improvements, work shall stop and the engineer notified immediately. 14. 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. 15. Pavement sections shown are ' minimum and subject to revision' and approval of the City as required by soilstest taken after completion of rough grElding. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR -DETERMINING AN ACCEPTABLE SOLUTION MD REVISING THE PLANS FOR APPROVAL BY THE CITY. PRIVATE LNGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CONIPLETF RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COUR:iL OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOICNIAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF I'llE OWNER OR THE ENGINEER. THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITIES Oft STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SrARCII OF AVAILABLE RECORDS. TO T14E BEST OF OUR KNOWLEDGE, THERE ARE Nu EXISTING UTILITIES EXCEPT THOSE SHOWN O'N THESE PLANS. THE CONTRACTOR is RLQUIR�D TO I-AKE ALL PRECAUTIONARY NJEASUI�is 'ro PROTECT THEI -UTILITIES SHOWN, AND ANY OTHER,LINES OR STRUC I r0RE3 NOT SHOWN ON THESE PLANS, AND IS SOLELY RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE' TO, ANY ExisTING IMPROVEMENTS. CITY OF FONTANA 6353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE( 714) 350-7610 SO. CALIU. CAS COMPANY -DISTRIBUTION FACILITIES 57,0 4TH STREET, P.O. E& 6226 SAN8ERNARDINO, CAL IFORNIA 92408 TELEPHONE (714)884-9411 OR (800)422-4133 U.S.A. GENERAL TELEPHONE COMPANY BENCH MARK: SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 245 N. MOUNTAIN VIEW AVENUE P. K. Nail in top of south curb Miller St. 2191 BIRCH STREET POMONA. CALIFORNIA 91766 BREA. CALIFORNIA 92621 TELEPHONE( 213) 357-2257 OR (800) 422-4133 U.S.A. 0.91 west of southwest curb return at Alder TELEPHONC - ( 714) 529-2889 OR (800)422-4133 U.S,A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT and Miller. SOUTHERN CALIFORNIA COISON COMPANY 825 EAST JHIRD STREET 1351 E. FRANCIS AVENUE, P.O. BOX 513 SAN BERNARDINO, CALIFORNIA 92408 Elevation: 1358.21 ONTARIO, CALIFORNIA 92621 TELEPHONE (71-4).38,3-1665 TELEPHONE (714) 947-2996-UNOERGROUND POWER PACIFIC TELEPHONE 6 TELEGRAPH COMPANY (714)875-5100-TRANSWISSION 3073 ADAMS STREET (213) 637 -1233 -PIPELINES, OR RIVERSIDE, CALIFORNIA 92504 (800)422-4133 U.S.A. TELEPHONE (714)359-2585 OR (800)422-4133 1J.S A.