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HomeMy WebLinkAbout3375-37 cam+ HEMLOCK 54' 6-F00 AVENUE 12' o> r_00 cm, ca N c0 H W H wm 7+00 EXIST. DBL. 10' x 8' RCB PER SHEET 9 DRAWING NO. 3050 A" D.I.P. Al 8' V.G.P. L.F. 8' D.I.P. SEWER NOTE RIM ELEVATIO AND $HALL E I PRIORI TO PA ARE APPROXIMATE ONLY ) BY THE CONTRACTOR P TO START OF NGINEER OF I ffelm, mes NOTE: CONTRACTOR REVISION DESCRIPTION SHALL RECONSTRUCT BOTTOM OF E ISTING SEWER UTHERCY� MAS PER-DETAICA'-HEREON-- HOLE TO DIRECT I FLOW - S TION AND NOTIFY DESIGN PANCY. 11+00 12+00 CLIPTON ST. 11 I I II 1 8 Y66��� I��I �w w P=56.2 = W I 6 z W60 6 NLn o& 30'ck3' af 12' 5V 12 w w o W N iT -7 -5 4 3 P .2i P 56.5 P 56.8 P 57.1 P 57.4 wo . P-57.7 P=57.7 20' 20' 1 D' 40' m z o 0 o cn c� c� oo C IM I I �= w.Z o ui —x \ 0 O J +moi- W O O CD i - EXIST. 17-3/8n GWBR I NaN I �; ++ I i WATER PER TRACT N0. I + _ ~ w ` w o o w II �'N�' J.� + or �; N> cn x� cicid CD 14293, DWG. NO. 2504, I + °- + + + ; ;� + + I V',¢ SHEET 13 o 00 0o rn w o n o w cn cn :... r PROP. R/W r r 1 JA �, 63.22 58.62' 60.00 6 .00 60.00 60.00 50.00' 44� - �' :•: ' :""4 C&G "' O° ' 9 " 1D �1+ "1 EX.0&G"' oo LLI EXIST. 8 GAS PER 48" RCP - -- ^- 0 TRACT N0. 14293 -- � 3 DWG. NO. 2504 — _ _ — _ - . — — — -- —SHEET 13 8R 8 W -S— — — r °� — I- II I --- _ �w UJ F- cn W I z w I� I I II I ¢ En 14.83 48.39 PROP. R/W 60.00 52.00' ' : (53') (60') EX.R/ W ,_ (6000 )LLJ ' Y I tis co cmi o � >I •:;:;:;: ., _ j,`1.�6 I vNwi = IM IY I II :• i Nw tn : ��9 Nw Mw I I N I 5' w '-. � �w rn o c co I EXIST. 17" WATER PER 2 2 2 IZ 5' 0i c� TRACT N0. 14293, I II 2 � 1 I + f DWG. NO. 2504, `'� 9 w 2 10 �� 12 13 r 6 1 1 1 J :J SHEET 13 I (9 I I I ( II I • P=56.2 P=56.5 P=56.8 P-571 P=57.4 1 30 8 18 12' C=>) fl- \ 1\1 a I Al,J BASELINE AVENUE FOXWORTH ST. SEE SHEET 2 10' LANDSCAPING & PUE SEE SHEET 6 - DWG. 2506 TO THE CITY OF FONTANA PLUmROSE STHEET PREPARED BY FIRM: raab engineering, inc. ADDRESS: 310 S. MAPLE ST., STE. D CORONA, C 880 TELEPHONE: 9) 27 -110/2 FAX: ( 909) 272-0166 29616 A105 SIGNATURE RCE DATE QRO FESS/ C. NO. 29616 rn 4 Exp. 3/31/07 �T9T 01 V 1 F OF CAL1F0 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 2 REVVIISED DESIGN GR REPLACE POdTiONNOFF D.SIRUI.P. WITPH MAR. CNP. 10-08-02 MLR (10+10.6) paj �? 4 9+25 NO 5 8+71 NO 6 8+07 NO 7 7+39 NO 8 7+11 NO 9 7+16 NO 10 7+35 NO 11 8+21 NO 12 8+67 NO 13 1 9+39 1 1 NO SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDMONS AND STANDARDS IN EFFECT. I PROFILE SCALE VERT: 1" = 4' HORIZ: 1 " = 40' IX. MANHOLE 0 PROP. 8" V.C.P. SHELF EX. 8" D.I.P. NEW CHANNEL -------- FLOW / ------ SHELF / / SHELF EX. OUTLET TO BE PLUGGED EX. CHANNEL TO TO BE MODIFIED I IX. 8" VCP TO BE REMOVED i f CONSTRUCTION NOTES Ql CONSTRUCT SEWER MANHOLE PER CITY OF FONTANA STD. NO. 109, 112, & 114 Q2 CONSTRUCT 4" DIA. EXTRA STRENGTH V.C.P. LATERAL WITH CLEAN-OUT AND PLUG PER CITY OF FONTANA STD. NO. 125. 03 INSTALL 8" PLUG. ® CONSTRUCT 8" D.I.P. SEWER MAIN tn® CONSTRUCT 8" V.C.P. SEWER MAIN © REMODEL EXIST. SEWER MANHOLE TO FLOW SOUTHERLY PER DETAIL 'A'. LOT NO. DESIGN STA. AS -BUILT STA. BACKFLOW 1 (11+06.3) NO 2 (10+49.7) NO 3 (10+10.6) NO 4 9+25 NO 5 8+71 NO 6 8+07 NO 7 7+39 NO 8 7+11 NO 9 7+16 NO 10 7+35 NO 11 8+21 NO 12 8+67 NO 13 1 9+39 1 1 NO Prepared Under The Supervision Of : DETAIL 'A' SCALE: 1" = 2' O 0 10 20 40 80 120 SCALE: 1"=40' CITY OF FONTANA, CALIFORNIA DRAWN BY: SEWER DESIGNED BY: F FRO ±340' Date CHECKED BY: APP ED BY: C Y ENG NEER 4 TRACT 16250 SCALE: ( E EET DATE: C OR FOXWOM ST. SEPTEMBER 17, 2003 DRAWING NO.: 3 3375 3 R.C.E. 51152 DATE: 3