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HomeMy WebLinkAbout3182-2W Z g 01:� wC-) ZD a HOPE COURT TRACT 16IM-1 cao E I I 0- © I EXISTING STREET w N C) I ('.! E IMPROVEMENTS I I PER DRAWING EX ( ''4 NO. 2874 I ----------- i -------------------------- ----- _ JLA EXIST. R/W I 7 i TRACT EXISTING SEWER ' 16085-1 PER DWG NO. 2815 2 SEWER LA77 RALS TRACT 16158 LOT NO. DESIGN STA. "AS -BUILT" STA. BACKWATER YES NO 10 11+09 fltO(o LATERAL INV. ELEV. 0 PL X 11 10+40 10+37 �� 5 PUE AA X 12 10+17 1 ci + 17 1386.22 X 19 14+19 /4+19 X 20 14+39 14+ 3 1389.04 X 21 15+19 15+11 26 X 22 15+39 )5+97 - N/A - X 23 16+19 14#11 N/A X 24 16+39 64- 1384.07 X 25 16+44 1 (6#-44, X 26 16+29 I rat M0 X 27 15+15 15tS 1 X 28 10+53 0+53 X 29 11+25 I 1 t 23 X 30 11+45 11+4.7- X 31 12+25 12+ ZS X 32 12+45 12+ 42 X 33 13+25 1$ + 2 o X 34 13+45 13+47, X 35 14+27 144-tl X 36 1 14+53 4+ So X 37 14+55 t }S2 X 38 14+33 14+3o X 39 13+77 I3+7 X 012+97 J%4 WoX 41 12+77 12 +-I X 42 12+05 7. +• 0 5 I X JULIAN LANE 9 SEE SHT 3 panpn¢Fn R" ---------- r oc -- --------- --------- -- -- ----- --- --------- - -----51-102' --- z TOP OF S.D. PIPE O.D. ELEV. LATERAL INV. ELEV. 0 PL PROPOSED o 1� ZO �� 5 PUE AA R/W7Q 9A SPRUC049E. TREE WAY NOT DRI1 APP AND THE SEWER MAIN SPRUCE TREE WAY � � STORM DRAIN WATER PROPOSED FOR 7' (k 36.75' (LOT 10 25.00') (LOT 11 38.18') R/W 5' P.U.E. (LOTS 10 & 11 5') 13' , 6" 6' (TYP.) PROPOSED TORM DRAIN BTM OF WTR , I F SD PIPE O.D. ELEV. BTM O i PIPE O.D. ELEV. TOP OF SWR LAT PIPE O.D. ELEV. S=0.0200 - - - "• J 4 LATERAL 4 22.5' CONCRETE ENCASEMENT SEE DETAIL "A" SHEET 1 OF 4 (LOT 27 ONLY) SEE PLANS FOR LOCATION LOT 109 11 K 27 HOUSE LATERALS "A" DETAIL HOP 1'-40' Q O REV. 0 DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z LOT NO. SEWER MAIN INV. ELEV. BTM OF LATERAL PIPE D.D. ELEV. TOP OF LATERAL PIPE O.D. ELEV. BTM OF WTR PIPE O.D. ELEV. BTM OF S.D. PIPE O.D. ELEV. TOP OF S.D. PIPE O.D. ELEV. LATERAL INV. ELEV. 0 PL 10 1386.59 N/A 1388.51 - NIA - 1390.11 - NIA - 1388.89 11 1386.22 N/A 1388.09 - N/A - 1389.31 - N/A - 1388.38 25 1383.82 1388.59 1389.04 1390.75 - N/A - 1387.59 1389.80 26 1383.67 1388.69 1389.14 1390.53 - N/A - 1387.69 1389.52 27 1382.53 N/A 1384.07 1389.59 1384.56 - N/A - 1384.07 BEVISiON DE'SC8!'lYON DATE ENGR. CITY DATE SIIOIJI.D CONSTRUC170N OF REQUIRED BUWVE 1E11TT8 NOT CONIMCE WITHN PREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES SHOWN HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET DILMMT MANNER, THE CITY ENGp11 B MAY RANCHO CUCAMONGA, PIEQUME REVISIONS TO THE PLANS TO CA. 91730 BRING THEM INTO CONFORMANCE WITH (909) 477-6715 p CONDITIONS AND STANDARDS IN EFFECT RlEcotLD w %%3 0- S DATE GRAPHIC SCALE DAVID LANE 40 0 20 40 80 160 SEE SHT 3 Sn' MH No. 2 14 10+00.00 SHARON COURT= 12+65.55 JULIAN LANE i o- � 9° L u,� 15 JULIAN LANE SEE SHT 3 SEWER MAIN SHARON COURT 5' i " i 4 LATERAL i i 445 BENCHMARK B.M. 1361, SPIKE IN NORTH FACE OF P.P #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 WATER STORM DRAIN (L' 25' 1 Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue PROPOSED 8" WATER LINE R/W 5' P.U.E. ( IN FEET ) 1 inch = 40 ft_ CONSTRUCTION NOTES 1D-- REMOVE EXISTING CLEANOUT 2�)_ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 �- CONSTRUCT 4" VCP SEWER LATERAL & CLEANOUT PER CITY STD DWG NO 125 (SEE GENERAL NOTE NO. 30) 4a- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN INSTALL BACKWATER CHECK VALVE (D -INSTALL SEWER TERMINAL CLEANOUT PER CITY STD. DWG NO. 128 0 -ENCASE 4" V.C.P. SEWER PER DETAIL "A" SEE SHEET 2 OF 4 88 SAWCUT & REMOVE EXISTING PAVEMENT. REPLACE A.C. PAVEMENT PER CITY STD DWG NO. 131 CITY OF FONTANA CALIFORNIA J"AMS �° a ours f F SEWER IMPROVEMENT PLANS DRAWN BY: TRACT NO. 16158 SCALE: � Exp 6/30/05 0/05 SPRUCE TREE WAY "- , 1 40 DESIGNED BY: DATE: * * JF/DH SHMON COURT SEPTEMBER, 2002. s9TF e 1 y CHECKED AP D BY: DRAWING NO.: o���e of cAt_� F DH CITY ENGINEER R.C.E. 51152 3188 Filename: M:\DWG\15902\SEWER\FINAL-PHASE\St-2.DWf