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HomeMy WebLinkAbout2043-310+00 11+00 12+00 13+00 All o. 13V60 1 x Date'.. 9' c . r n I 14+00 15+00 16+00 17+00 oGRAND PRIX ti Q WATER CURVE DY SEWER Ci DELTA RADIUS 18+00 19+00 w TR.. 14115-3 5 20+ 00 OX RIDGE 0,9 SEE SHEET �6 N to uj�n�m V . • d- 0 � >C \ M O (3 U Q to V1 i+ t► 0'► n 3.4 ¢ 24 ELL. MATCHLINE TR.14Z'75•Z WATER LATERAL SEWER I.ATEIZAL LDT KID . STA. STA. 1 24k 12.0 20+D4 9 2 Z4{toll 19+52.9 3 24+12.7 19+57.4 4. Z3+18.0 19+27..4 5 23+11.1 18}35.57 Co 22+78.5 15422.9 7 2 Z41$.1 17+1o2.5 g 21+7q.9 11+22.2 9 Zt4D3.1a I(Q+-Z13.0 �p 20+13.� Ito+vul 1.1 20+19.6-- L5 +Co 4.2 12 19+17.4. 15 4 21. to_ 13 19 +"72.3 15# 2l _ t �to 14 20+06.%- 15 -V $3.2 15 2D {-tog.4..1.5.+ 93.8 1(0 21 •11.4 1&+41 a V7 t23 -2147(o.1 2 Z 415,3 ll22.2 114 39 'I 19 2Z+7lo.to is+22.°1 20 23+29.2 1813.to TR.14Z'75•Z WAZEiZ SEWE[t L n -r NO. LATERAL LAiERAI 7 O Q a ESTIMATE OF QUANTITIES =QUANTITY L n -r NO. STA. STA. 7 15. 21.3 1©+463 3 197 513 11+33.2 9 1(0+23,4- 11+47.2 L.F. _fIO 12+33.3 {1 11+Z+.4 12+49.9 {2 11+85.4 13.4213.2 {3 l8� 15.8 1�i+3B.'1 14 1$+80.9 14+ ZI,D 197 194-11.7 14+32.9-' Its 19+33.2 14+_55 9 17 18+_30.9 llb: 52.9 13 1�+fo9.l 12{012.8 O Q a ESTIMATE OF QUANTITIES =QUANTITY UNIT OR 1 4273=2 CONSTRUCT 8" I.D. STEEL PIPE CML & C. No. SE11ER TRACTS 14275 & 14275-1 UNIT , 4273 142734 O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. _fIO 4/_i__ 0 CONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE EA. 3 1 EA. PER CITY OF FONTANA STD. DETAIL 112 - © CONSTRUCT 8" X 900 ELBOW ©CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC EA. - - EA. PER CITY OF FONTANA STANDATD DETAILS 112 d 114 1 CONSTRUCT BLOWOFF PER STD. DWG. W 115 ®CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE L.F. ® CONSTRUCT 1" A%V RELEASE VALVE PER STD. DWG. W 117 EA. LATERALS PER CITY OF FONTANA STD. DET. 125 - ® REMOVE PLUG AND JOIN ©CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA EA. - - EA. STANDARD DETAIL 128 12 -Ile- it CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 CONSTRUCT EA. CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE EA. 12 CONSTRUCT 8" FLANGE L BLIND FLANGE EA. BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 125 9 REMOVE EXISTING 8" V.C.P. L.F. - - OREMOVE TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - BOUNDARY AND JOIN ® CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT L.F. - PER DETAIL ON SHEET No. 1 O ❑ lNo. CONSTRUCTION NOTES b ESTIMATE OF � QUANTITIES WATER TRACTS 14275 a 14275-1 QUANTITY UNIT 1 4273 1 4273=2 CONSTRUCT 8" I.D. STEEL PIPE CML & C. L.F. 326 :.4,W. © CONSTRUCT 8" GATE VALVE EA. - 2 © CONSTRUCT 8" TEE EA. - 1 1E CONSTRUCT 8" X 450 ELBOW EA. 1 - © CONSTRUCT 8" X 900 ELBOW EA. - - ® CONSTRUCT THRUST BLOCK EA. 1 1 CONSTRUCT BLOWOFF PER STD. DWG. W 115 EA. - - ® CONSTRUCT 1" A%V RELEASE VALVE PER STD. DWG. W 117 EA. 1 - ® REMOVE PLUG AND JOIN EA. - t0 CONSTRUCT 1" SERVICE LINE PER STD. DWG. W 126 EA. -19 12 -Ile- it CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 CONSTRUCT EA. 12 CONSTRUCT 8" FLANGE L BLIND FLANGE EA. -