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HomeMy WebLinkAbout2815-30 0 0 N d' N a� 6 D 0 0 IZ M f �RMMM�IIIMMII�MIIMIMF iI�iM11�I�UM� �.�M�L�IMM. �_ MMI��LMf:11�1�L�M111MMMMI1hMMl�1MIIE 1 I g111�ItIR11111M - MSM MIII�.��MIM�AIMIMMMINMIMt I i 1 2 S( ..... .z._,.__._...�..._ _.. 3 OFFSITE SEWER LINE "A' Underground Service Alert �FORE Y o C0 TOLL FREE c� 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CURVE DATA —0 R A L T 1 153.00' 15039'21 " 41.81 21.03' 2 153.00' 12°51' 16" 31.08' 1 17.23' 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 REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 11 SEWER LATERALS LOT NO. DESIGN STA. "AS—BUILT" STA. 1 16+14 2 17+14 3 17+36 4 18+34 5 18+61 6 13+50.18 39 13+05 40 17+68 41 16+63 42 16+35 PLANS PREPARED FOR Strotham Homes Attn: Nick Kahlon 2201 Dupont Drive Suite 300 Irvine, Co. 92612 (9 49) 833-1554 No. 16 15 SCALE: 1 1 "= 40' CONSTRUCTION NOTES 14 13 1 CONSTRUCT 2 CONSTRUCT 3 CONSTRUCT 4 CONSTRUCT 5 CONSTRUCT SEWER LATERAL HOUSE CLEANOUT PER CITY STD. 125 PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 4" VCP SEWER LATERAL 8" VCP EXTRA STRENGTH SEWER MAIN 8" DUCTILE IRON PIPE (CLASS 150) SEWER MAIN REVISIONS Engineer roval Date: City Approval Date: BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Ml. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. ELEVATION: 1428.6090 HBALOCK AVENLE � Ld N 7 oz 1 8EE SI-EET 2 REGAL PARK DRIVE I 11 I I &1 1 11 11 1 29 1 +00.00 BELLGROVE W CZ -L77 A CZ DF --('Al DAC V 8 0 SCALE: 1 1 "= 40' PROFILE HORIZ: 1 "= 40' VERT: 1 "= 4' 3 DRIVE BEL E WAY GRAPHIC SCALE 0 20 40 80 160 IN FEET ) I inch = 40 ft. Prepared By: oFEss�o. CITY OF FONTANA, CALIFORNIA O Q J. ALLARD ENGINEERING R -9C Civil Engineering — Land Planning �� �.�� t"2� 6101 Cherry Avenue Co a Drawn By: SEWER IMPROVEMENT PLANS Scale: Fontana, California 92336 No. 36052 D BW TRACT 16046-1 1 "= 40' (909) 899-5011 Fax (909) 899-5014 rri EXp 0/30/2000 Designed By: OFFSITE SEWER LINE "A" Date: e RD SUMMERLAND LANE/BELLGROVE WAY FEB., 2000 Raymond J. Allard, R.C.E. 36052 Date qTF CF+VT `�0�� Checked By: Approved: •�� Z 2y/ao Dwg. No. 3 ex i res 6/30/2000) CAS RJA / ( P 7XA4 CITY ENGINEER R.C.E. 25126 2815 4 Filename: M:\DWG\12903\16046-1\SEWER\SEWERSHT3.DWG SHEET 4 HBALOCK AVENLE � Ld N 7 oz 0 0 J 10 6 ' F_w 4' 34 Uw x o 7' 22' 2 12 J wn z �Ld !-- w� I 14-90.21 C.L. BELLGROVE WAY Ir,, -"_'4+48.77 C.L. HEMLOCK AVE. ' 00" E I 2+46.19 BELLGROVE WAY 2 1 A0.00 HEMLOCK AVE. DRIVE BEL E WAY GRAPHIC SCALE 0 20 40 80 160 IN FEET ) I inch = 40 ft. Prepared By: oFEss�o. CITY OF FONTANA, CALIFORNIA O Q J. ALLARD ENGINEERING R -9C Civil Engineering — Land Planning �� �.�� t"2� 6101 Cherry Avenue Co a Drawn By: SEWER IMPROVEMENT PLANS Scale: Fontana, California 92336 No. 36052 D BW TRACT 16046-1 1 "= 40' (909) 899-5011 Fax (909) 899-5014 rri EXp 0/30/2000 Designed By: OFFSITE SEWER LINE "A" Date: e RD SUMMERLAND LANE/BELLGROVE WAY FEB., 2000 Raymond J. Allard, R.C.E. 36052 Date qTF CF+VT `�0�� Checked By: Approved: •�� Z 2y/ao Dwg. No. 3 ex i res 6/30/2000) CAS RJA / ( P 7XA4 CITY ENGINEER R.C.E. 25126 2815 4 Filename: M:\DWG\12903\16046-1\SEWER\SEWERSHT3.DWG