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HomeMy WebLinkAbout2043-71+00 2+00 3+00 az rm No. 13960 -1A Exp.Oate-' CIVIL 4+00 5+00 5+00 WAZER LKMIZAL Fj L °l u0. STA. 0�1 22 _ CD + + {p m ^ . IA -95-00 2+2(0.40 (4 o ) . 2+ 34.0 25 o t3 91 (3gl (371 g 2 27 1+90.%0 4+22.20 p 1` 26.54 +22.93 i sem' 443�j,97 0 L' 50.00 50.00 1! .- 1V 7012 0 M 97 +15.20 31 - ss• s 32 5 +55.10, N j 77012.0 - A 5 .10 c0u 44 91ti. 00 G - 4•124.00 4+5[0.01] O 2 1 3 N 89059100"E b N" 7 2 2+5y -2D 2423.30 2+(07.2 2+55.8 40 vft 11 M •� ;� � M � L"3s6r0 to 3 � 90 d- 50.00 50.00 50.00 .. 00 ... -- .. rn (231 (241 (X5) t2co1 0 ci cc REMOVE EXISTING 8" V.C.P. L.F. (310) O 01o N 01 0 n =� (3q:1 t331 tN: O oto�N J + �G BOUNDARY AND JOIN cv © co F TRACT 14275-4 3 • CO CO 01:- . oo '�' ED o > RJ 11 z Q RODE0 az rm No. 13960 -1A Exp.Oate-' CIVIL 4+00 5+00 5+00 SEWER WATER 11r n A T • nl 11-11IF-1n 3 e WAZER LKMIZAL Fj L °l u0. STA. STA. 22 _ CD a, 23 IA -95-00 2+2(0.40 �c 2+22.011 2+ 34.0 25 2490.10 3+22.'10 2(0 3+21.SCI 3+33.80 27 1+90.%0 4+22.20 2� 4�ZZ. DD 443�j,97 0 4 X90.10 5+22.70 30 li +43.20 97 +15.20 31 - 32 5 +55.10, N 33 ti+24."70 5 .10 c0u 44 91ti. 00 G 35 4•124.00 4+5[0.01] 3Cp 3? IK 3+(o'i.lD 3 -t 9(0.(00 3a 39 2+5y -2D 2423.30 2+(07.2 2+55.8 40 1+ 12.20 I+50.1 STANDARD DETAIL 128 EA. ®CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 126 ® REMOVE EXISTING 8" V.C.P. L.F. (310) (351 OREMOVE (3q:1 t331 tN: - 311 �G BOUNDARY AND JOIN CONSTRUCT SEWER MAIN CONCRETE ENCASEMENT L.F. '-- �QJ PER DETAIL ON SHEET No. 1 L=4430 47 J Z 4 4 92.82 50.0050.00 50.00 L-23. -- ELL. 6 ti (211 N 89059'00"E mfr 46 39 5.03 'p 4 ' 5 N 89059'00"E / 9798 /4. /5 4 6+ tgw&1 I ELL. 6 MATCHLINE N 50.00 50.00 53.00 4x.17 44 cu N J = m SEE SHEET 10 O v^ Oa O co SEWER WATER 11r n A T • nl 11-11IF-1n 3 e 12\ ❑ No . WAZER LKMIZAL SEWER LATERAL L °l u0. STA. STA. 22 1+16 6 I+ 43..'70 23 IA -95-00 2+2(0.40 24 2+22.011 2+ 34.0 25 2490.10 3+22.'10 2(0 3+21.SCI 3+33.80 27 1+90.%0 4+22.20 2� 4�ZZ. DD 443�j,97 29 4 X90.10 5+22.70 30 li +43.20 97 +15.20 31 - 32 5 +55.10, 5+L�7.1 33 ti+24."70 5 .10 34 44 91ti. 00 4 +col1.00 35 4•124.00 4+5[0.01] 3Cp 3? 3�55.tD S+24.0 3+(o'i.lD 3 -t 9(0.(00 3a 39 2+5y -2D 2423.30 2+(07.2 2+55.8 40 1+ 12.20 I+50.1 12\ ❑ No . QUANTITIES QUANTITY Q lNo. & ESTIMATE 14275-1 OR L.F. 512 © SEWER TRACTS 14275 a 14275-1 UNIT 14275 14273-1 O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L.F. 498 OCONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE EA. 3 © PER CITY OF FONTANA STD. DETAIL 112 EA. - ©CONSTRUCT 48" DIA. PRECAST CONC. M.H. AT CUL-DE-SAC EA. - PER CITY OF FONTANA STANDATD DETAILS 112 &114 EA. - ®CONSTRUCT 4" EXTRA STRENGTH V.C.P. HOUSE L.F. - ® LATERALS PER CITY OF FONTANA STD. DET. 125 EA. - ©CONSTRUCT TERMINAL CLEANOUT PER CITY OF FONTANA EA. - Flfl STANDARD DETAIL 128 EA. ®CONSTRUCT TEMPORARY TERMINAL CLEANOUT AT PHASE EA. - BOUNDARY PER CITY OF FONTANA STANDARD DETAIL 126 ® 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. '-- �QJ PER DETAIL ON SHEET No. 1 12\ ❑ No . CONSTRUCTION NOTES b ESTIMATE OoFR QUANTITIES HATER TRACTS 14275 & 14275-1 QUANTITY UNIT 14275 14275-1 CONSTRUCT 8" I.D. STEEL PIPE CML & C. L.F. 512 © CONSTRUCT 8" GATE VALVE EA. 1 © CONSTRUCT 8" TEE EA. CONSTRUCT 8"X 45° ELBOW EA. 2 © CONSTRUCT 8" X 90• ELBOW EA. - ® CONSTRUCT THRUST BLOCK EA. CONSTRUCT BLOWOFF PER STD. DWG. W 115 EA. - ® CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. W 117 EA. - ® REMOVE PLUG AND JOIN EA. - 10 CONSTRUCT 1" SERVICE LINE PER STD. DWG. W 125 EA. 19 Flfl CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. W 112 EA. 12 CONSTRUCT 8" FLANGE & BLIND FLANGE EA. -