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Home My WebLink About981-1�,-,•��t, - --_ _ K.. �"� �. n,.M'�k .. �... ..� . � :...r r �.. t � �. .. rf.#-�m�NMrt rrM%iM�A�.'M�.,.:�M"��':. ... , � 1..,. .illi.. �: ... . -: a.. -.: � r,.l a ... ....: 1e'ns¢j�i3 .dt IAlef'"At! -.en. nru L...1 5YfH'H4.WMW11 'P •+kM"yN'.sitlANIHR.#. Wh- t.M}H i:Nx:.st, rAWr`1M�+.r}Mi'FsnWMf+e'vMMIMNn a'r'��'}:`F MM' j M . �r ,... y .., .. -. s. r.• xr..«..w. .:.. ... �f.. -- r :- - s .... r. ,. r.- :r! ...:.•n +n 1 .i .1.... , lrMt :.. lAFi+-..rnQ1p• .Ma. v. 4 CONSTRUCTION NOTES & ESTIMATED QUANTITIES CONST. DESCRIPTION _NOT9 NO. SEWER 1 CONS]'. 8" V.C.P. SEWER MAIN CONS -T. 4* V.C.P. SEWER LATERAL 3 CONST. SEWER MANHOLE PER STD. PLAN 112 44 CONST. SEWER ENCASEVENT 9 CONST. SEWER TERMINAL CLEANOUT PER STD. PLM 128_.., 7 semwE EX/Sr. SEINEN' 7L'AM/mAz ez eANe r, 9 --�- 10 12 13 14 15 17 1a 19 2 21 22 • 23 2 A/ �,. IE/PER AVE. TMOM CYPRESS AVE. r ELAINE DRIVE r• EVVER n01 IMPROVEMENT FOR TRACT NO, 1075? 1A(DLrX MAP SND T TO SCAL EJ 0 PLANS L� hvo/CIer" s*rrr *WMd�'A Ilk ��81,y lwoleA rEs&",v. ep oeoveR ow1w " mole.* res SEWE,i MAmyoz & D ��O c•s• /NolCArrs : eweA ez"Near 4p A -x "lo r ArmeAr M•N• r w RK tb W I` o Y/C/N/Tr' MAP (.VOT TO SCACE) ! 1 n PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY RESPONSIBILITY EXISTING UNDERGROUND STRUCTURES contractor agrees that he shell assume sole and ceMlete respansi- The existence and location of any and pipes or struCturds bility for job site conditions during the course of construction of stuvwn on these plans .was obtained by a search of available records. this project, including safety of all persons and property, that To the best of our knowledge theme are no existing utilities except the requirements small apply continuously and not be limited to as shown on these plans. The Contractor is required to take due normal working hours; and that the Contractor shall defend, indent- precautionary measures to protect the existing utility lines and any nify and hold the Owner and the Engineer harmless frem any and all lines not of record or not shown on these plans. liability, read or alleged, in connection with the performance of work an this project, excepting for liability arising from the sole neg- ligence of the Owner or the engineer. BASIS OF BEARINGS. THESE PLANS WHERE PREPARED IN THE OFFICE Of: The bearing N 00° 18' �5" W along the centerline at PRC TOUPS CORP. PHONE.: a35-4447 UNDER THE SUPERVtSioN Oi' Cypress Avenue as shown on Parcel Map No. 251, in Book 2, r ` page 97, records of San Bernardino County was used as the /" basis of bearing for this map. DATE R.C.E. NQ. PRC Toups Corporation AMEs s��,vNE� 2'' 2 T BENCH MARK. REVISION S M Town S Country Road, Orae, Cafffornia M68 BENCH MARAr Nf f07^- Poll AIW IL IN %VES 7 END OAT[ DESCRIPTION Telephone (714) 835-4447 S. W el?. CYPREs s AYE. A T M/L L 67M A V &. A pIesaaarch Corlgw-ly GENERAL, NOTES: 1. All work and materials shall comply with the specifications and standard plans of the City of Fontana, Public Works Department dated 1975. 2, A 4" V.C.P. house lateral shall be constructed to each lot per Fontana standards. Each lateral shall terminate at the property line with a 4" x 4" V.C.P. Wye with the Wye branch up. 3. Backfill to be in 8" 1 i fts if trench bottom, and sides have an S.E. less than 20. 4. Stomping of backfill permitted In 3" 1 i fts . t . 5. All materials 6 methods of construction to be subject to approval of the City Engineer or his representative. 6. backfill material to have S.E. of 30 (M".) 7. All backfill to be certified by r a fro i l s en►g1 neem. 8. Inspection on to be called for throw the Cit of Fontana 714- � � y 823-3411) 24 hours prior to starting work. 9 All utility companies to be given 48 hours notice prior to working around their facilities. - 10. The contractor shall keep a strict record of the location of all Wyes, Tees, and sewer lateral stubs. Such records shall be the property of the City of Fontana upon completion of the contract. Strict adherence to the requirements of this paragraph shall be imposed. 11 All new or existing manholes shall be adjusted to grade by paving contractor, after the completion of paving. 12. All utilities shall be Installed, tested and approved prior to paving. 13. Prior to construction the contractor shall obtain permits from the City of Fontana Public Works Department. 14. If any existing utilities or any other facilities conflict with the proposed improvements, worm shall stop and the engineer notified immediately of this situation. 13. All existing elevations pertaining to purposed c+rrnrnections to existing utilities shall be verified by the contractor. Any deviation the engineer shall be notified immediately. 16. Sewer contractor shall startup an "S" an the curb at each house lateral location. 17. Adequate stakes shall ' be set by the engineer to enable the cart - tractor to construct the work to the plan grades. 18. All sanitary sewers shall be constructed of bell and spigot type vitrified clay pipe except as noted. 19. During excavation and construction of tlw sewer, the co-ntrac- tor shall bear the responsibility for dust and sand control, 20. "Mouse Connection Sewer or Rouse Lateral Sewer' shall mearNrl a branch sewer laid between the sewer main and the property line. 21. All house connetti on sewer for single f amply resldlenttal use, shall be four (4) inches in diameter unless otherwise provided. .22. All manholes and cleanouts shall be f'i'tted' with standard i IIS► and covers as specified on the plana. Manholes Kray be either of brick or precast concrete as specified on the drawings. CITY OF FONTA_NA, CALIFORNIA PUBLIC WORKS DEPARTMENT aRnwH: SHEET N0. N. CADWELL SEWER imP)q49yrAwEtir PLA#s DESIGNED: � MQI&AAA° - FAI TRA c r io 75 7- CHECKED: - OF-4—EHEET$ J. R/LEY SCALE: APPROVEb. pNT�; /2-L —'7} DWG. N0. ' ,IS NaTED CITY ENGINEER R.C.[. M0. r� CITY OF FONTA_NA, CALIFORNIA PUBLIC WORKS DEPARTMENT aRnwH: SHEET N0. N. CADWELL SEWER imP)q49yrAwEtir PLA#s DESIGNED: � MQI&AAA° - FAI TRA c r io 75 7- CHECKED: - OF-4—EHEET$ J. R/LEY SCALE: APPROVEb. pNT�; /2-L —'7} DWG. N0. ' ,IS NaTED CITY ENGINEER R.C.[. M0.