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HomeMy WebLinkAbout2047-9i 0. SEWER DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 N 85035-00-W 65.09 Q N 23045-4-9"E € 0 N 25037'41"W 91.92 Q N 250 37' 41 "W 0. SEWER DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT 0 N 85035-00-W 65.09 Q N 23045-4-9"E 230.81 0 N 25037'41"W 91.92 Q N 250 37' 41 "W 78.53 O N 19022'19"E 4\A13 A�H +03 . N 0 19 MP�C'N �1 10+1 0.24 v I. v I n a i ce' I -) _T. LJ %J STREET STA. 19+88.97 Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 85035-00-W 90.50 O N 23045'49"E 444.50 O N 25037'41-W 87.20 O N 19022'19"E 7.07 O N 25°37'41"W 8.00 Q N 25037'41"W 18.00 Q N 25037'41"W 113.49 EACH U. U. �.. TKAGT__.19216� o- H_ O R S E S H O -E WAY �SjrnA'S?REPARED UNDER THE DIRECTION OP's �t 2'10L 5 Exp 93 J. P. -DATE -93 Z C/L 'M._H. #23A 17+07.50 ST. STA. 25+94.90 A f e 17+00 18+00 AP 1 —ALLY-=G�1/YE - A\ '*" "*\) A& Q) Cj 10t1't.ts1+P,_7 1 , Q` 0 RECUR[ DRAWING 115+07.771A.P. _ rhe information on this drawing is obtained from others and 4 ,�, must be verified m the field by anyone prior to use er °1 43 �� %, constmrtion.. HALL & FOREMAN, INC,. �s not responsible for �3z l5 +�5. oo l0 13 _ ; # g ;` �� under roland facility Iocatinns r ber�ictic�ns. Ali above rnund © fa;ilities can be readily Cern and verifind hit the c arlyes that l°I 20 21 - 15+ G.-5-7 A . P.- .. - 7 ST . STA,,. / 2,4+_23.29 SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES BENCHMARK: FWE 43 - R.R. SPIKE IN E.P. BY PP*1536663E S'LY. SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 JP. AS=IA SES, INC. SH E E r, NO. DESCRIPTION UNIT QUANTITIES NO DESCRIPTION UNIT CONSTRUCT 8" I.D. STEEL PIPE. L.F. 768.8 CML 8 C, 10 GAUGE MIN. H . 1 PH. 2 PH OCONSTRUCT 8" EXTRA STRENGTH V.C.P. L. F. EACH O CONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. EACH U. U. �.. DETAIL 112 CONSTRUCT FIRE HYDRANT PER EACH OHOUSE CONSTRUCT 4" EXTRA STRENGTH V.C.P. LATERALS PER CITY OF FONTANA L. F. STANDARD DETAIL 125 Q CONSTRUCT 8" X 8" TEE ir— -rWF. CONSTRUCT 8" - 45 BEND EACH EX�o�kZTP.t1GT TES'MttJAL-GLt At4odT:A'[cIVF- 1=�ID_oF"IFh FIAS� Bot]�1DA�'1 i'E�4tT`t-oE F_o_tsTANA CONSTRUCT 8" - 22 1/2 BEND EACH STP. DETAIL- tZS�-.-----__.- FZMOVE TEMF TEF-MIAAL GLEAt`todT AT - NASE 50d9DAr_q A9D J610 EACH^ ,W STD. DRAWING ON SHT. 12 0 WATER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES BENCHMARK: FWE 43 - R.R. SPIKE IN E.P. BY PP*1536663E S'LY. SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 JP. AS=IA SES, INC. QUANTITIES NO. DESCRIPTION UNIT H,1 PH.2 PH./. O CONSTRUCT 8" I.D. STEEL PIPE. L.F. 768.8 CML 8 C, 10 GAUGE MIN. O CONSTRUCT 8" GATE VALVE WITH EACH COVER PER STD. DWG ON SHT. 12. �.. CONSTRUCT FIRE HYDRANT PER EACH STD. DWG. ON SHT. NO. 13. Q CONSTRUCT 8" X 8" TEE EACH 0 CONSTRUCT 8" - 45 BEND EACH t�iJ ® CONSTRUCT 8" - 22 1/2 BEND EACH 10 CONSTRUCT THRUST BLOCK PER PER EACH^ ,W STD. DRAWING ON SHT. 12 12 REMOVE EXIST. 8" PLUG & JOIN s EACH 1 CONSTRUCT 1" SERVICE LINE PER 0 DETAIL ON SHT. NO.14• EACH 23 l3 GogSTRtic-r 6 -'Fuc, mr- STD -Placa. d _ REVISIONS Engineer City No: Disori tion: A roval Date: Approval Date: BENCHMARK: FWE 43 - R.R. SPIKE IN E.P. BY PP*1536663E S'LY. SIDE OF BASELINE 220' +/- E' LY OF CHERRY AVE. ELEVATION = 1313.04 JP. AS=IA SES, INC. ,�=5TR�"ET %YA/1E5' l/P_pg7EIJ �'_� 5�. • ZZ • ��� _ .-, t1PPATE T,W QAGT 1'tlASIM6► 1-14-q5 ��� ��•�• CIVIL ENGINEERS. LAND PLANNERS LAND SURVEYORS 2002 IOWA AVE. SUITE 110 RIVERSIDE. CALIFORNIA 92607 [714] 276-8760 F -W ISE LiN E ``G" FLOW DIRS&TIoN t2� �-�15 -a2G.s✓ �. /• ' evvie- k1f ovo +�•q(0 -r 1-22 �oRo ,afrAKWiNa Hags s�o fyAY 7 -,?1-,97 _ O 1 ISNT. RE -CORD DRAWlKG CITY OF FONTANA CALIFORNIA , 4; PUBLIC WORKS DEPARTMENT Drawn by: SEWER AND WATER PLANS 8001e= JC/RB 1 40 TRACT NO. 14276 Designedby: Dote: A. BERMAN 1990 Cheoked by: ���,�� �,�_s� Dwg. No. Approvedt Z04 M.O. CITY ENGINEER R C.E: 251210 14