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F-7 .'pq . ..... ..... . ..... . ....... .... . 7, 7-7 7'r - �tw_ JET - - 14j . .... .. . . 7 7, 7 _:(I� - -1-1- 11­:�.­_Tr:_ __7__ ­:­.­:' -_r __­,_:_-- - - ­_­­­�­'­ '77, 4 :7_7 :7 T." z- ---- ------ .. .... ...... . . .. ........ - --------- MEW ------ - - - --- _!!29 7=77,77=7_' _W&__ ------- - --- T =0=0 -V 0 Ad ....... ..... U_ 47, V. ..... 32 33 34 35 36 37 38 (D— CONSTRUCT TEMPORARY BULKHEAD INSTALL 18" CMP CONSTRUCT 18" CMP RISER CONSTRUCT 18" DIA. DEBRIS RACK CAGE PER CAL -TRANS STY PLAN NO. D93C, H=1.5', AS SHOWN ON SHEET 6 CONSTRUCT JUNCTION STRUCTURE PER APWA STY DWG. NO. 332-1 AS SHOWN ON SHEET 7 INSTALL 18" RCP, 1350-D 0 PLANS PREPARED FOR cm I I I No. Undaytund Serba AAJIerfi Drawn By: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes 41 FORE 1 vs= 401 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF C�v Checked By: C= CeS TOLL FREE 9 Z 15 1 -8W REVISIONS TO THE PLANS TO BRING THEM INTO J\ el %e_"0Xe)`N8TRUC110N NOTES CONFORMANCE WITH CONDITIONS AND STANDARDS 0 T INSTALL 54" RCP, 1 1350-D LLI 8 P r -1 PF— 11`�S&LL 48" RCP, 11 350-D /\PF r. C) r- 6 INSTALL 4 LF OF!36" RCP, 1350-Y GRADE PER _r _j 00 :5 cn-F AS SHOWN ON SHEET 6 (9)4— CONSTRUCT M.H. PER APWA'STY co 0 AS SHOWN ON SHEET 7 �/ r Sh COS Of 0) 0 1.— 6 - 8 > No: oo ro -00 cp ,;-* V) 00 00011 :z 0 1 00 5 04 n _j PROPOSED/EDGE OF PAVEMENT Lr) 0 ('03. 2 \ Pr) 0 CL 6 00 rn --a + + 0 OL _N 0 C)-- M 04 C) - z r -01 _j 0 --cif LA + + ILL 000 00 7 2 :tj �3 - 0 - C > , __ - + 0 _j - r PROPOS­ED­,EDGE OF'QPRAvEMENT PROPOSED 8 SEWER N- r -7 _n `r_z*\ NO. 2927 W& 7- 7 z! 7 S S S V) CO I ' NO* 1 2'46"E ro S S/ (D— CONSTRUCT TEMPORARY BULKHEAD INSTALL 18" CMP CONSTRUCT 18" CMP RISER CONSTRUCT 18" DIA. DEBRIS RACK CAGE PER CAL -TRANS STY PLAN NO. D93C, H=1.5', AS SHOWN ON SHEET 6 CONSTRUCT JUNCTION STRUCTURE PER APWA STY DWG. NO. 332-1 AS SHOWN ON SHEET 7 INSTALL 18" RCP, 1350-D 0 PLANS PREPARED FOR cm I I I No. Undaytund Serba AAJIerfi Drawn By: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes 41 FORE 1 vs= 401 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon Checked By: C= CeS TOLL FREE Dwg. No. APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE V Z3 < -8W REVISIONS TO THE PLANS TO BRING THEM INTO J\ el %e_"0Xe)`N8TRUC110N NOTES CONFORMANCE WITH CONDITIONS AND STANDARDS 0 T INSTALL 54" RCP, 1 1350-D LLI IN EFFECT. PROPOSED WATER LINE 0 PF— 11`�S&LL 48" RCP, 11 350-D /\PF r. C) r- 6 INSTALL 4 LF OF!36" RCP, 1350-Y GRADE PER -PLAN _j 8 CONSTRUCT M.H. PER APWA STY DWG. NO. 320-1, AS SHOWN ON SHEET 6 (9)4— CONSTRUCT M.H. PER APWA'STY DWG. NO. 322-1, AS SHOWN ON SHEET 7 (D— CONSTRUCT TEMPORARY BULKHEAD INSTALL 18" CMP CONSTRUCT 18" CMP RISER CONSTRUCT 18" DIA. DEBRIS RACK CAGE PER CAL -TRANS STY PLAN NO. D93C, H=1.5', AS SHOWN ON SHEET 6 CONSTRUCT JUNCTION STRUCTURE PER APWA STY DWG. NO. 332-1 AS SHOWN ON SHEET 7 INSTALL 18" RCP, 1350-D 0 PLANS PREPARED FOR cm I I I No. �12�an& 5mds me] 41 WIN 43 M Undaytund Serba AAJIerfi Drawn By: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS Stratham Homes 41 FORE 1 vs= 401 NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon Checked By: C= CeS TOLL FREE Dwg. No. APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 Dupont Drive Z3 < -8W REVISIONS TO THE PLANS TO BRING THEM INTO Suite 300 CONFORMANCE WITH CONDITIONS AND STANDARDS 0 k r 227-2600 LLI IN EFFECT. Irvine, Ca. 92612 0 PF— (949 833-1554 0 E IWO WORKING DAYS BEFORE YOU DIG C14 �12�an& 5mds me] 41 WIN 43 M J Lai/ 0.50% Ld :4 C) _04) y N3U 12'46" Y__ Za CL C3 rif- 00 W 0:5 r C5 03 LL_ 00, /40 00 �)_o :�; LLJ 0. /100 0 + + 00,0 U, Uj *=Lu 2 OAKSPFM DRIVE f R , A ( , _-, T -163 0 �/ 1, 63 SAN SEVAINE ROAD J 7—, ..... . ........ F HOPOSED WATER LINE/ 64 33 REIASIONS Engineer city BENCHMARK :: FESSto Approval Date: Approval Date: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 61) 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN - No. 36052 z �9 M SEVAINE RD., IN SOUTH CONCRETE BASE OF wo P7 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG C�- Exp. 6/30/2004 HIGHLAND AVE. FROM SIERRA AVE. ELEVA-nON: 1428.609CO QF- CAO� GRAPHIC SCALE ( IN FEET ) I inch = 40 ft. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning B253 Sierra Avenue Fontana, Califomia 92335 (909) 356-1815 Fax (909) 356-1795 Qcz� W,\,C, � � az&, A Riiyrnond J. Allard, R.C.E. 36052 Date (expires 8/30/2004) if] PROFILE HORIZ: 1"= 40' VERT: 1 "= 4' CITY OF FONTANA7 CALIFORNIA 16 Drawn By: Scab: DBW SAN SEVAINE OAD 7`RACT 1 "07 1 vs= 401 DesQned By: RD/DBjyj Date: AUGUST 2001 Checked By: hApprovedief-t-1111--f""O '0.6-61 Dwg. No. R D R 67 #CITY ENGINEER R.C.E. 51152 2928 LLI PF— C14 _j �7 LO �/ r Sh COS Of - 8 > oo ro -00 cp ,;-* I -r) O_ :z 5 CL Cil 00 rn 0 0 M 04 C) - 0) 2 :tj �3 - 0 - C > , __ - + 0 _j - r PROPOS­ED­,EDGE OF'QPRAvEMENT PROPOSED 8 SEWER _n `r_z*\ NO. 2927 7- 7 z! L N. .. . ... . . . . . . . T- - - - --- -- — — -,,I- — S_ s S S_ S J Lai/ 0.50% Ld :4 C) _04) y N3U 12'46" Y__ Za CL C3 rif- 00 W 0:5 r C5 03 LL_ 00, /40 00 �)_o :�; LLJ 0. /100 0 + + 00,0 U, Uj *=Lu 2 OAKSPFM DRIVE f R , A ( , _-, T -163 0 �/ 1, 63 SAN SEVAINE ROAD J 7—, ..... . ........ F HOPOSED WATER LINE/ 64 33 REIASIONS Engineer city BENCHMARK :: FESSto Approval Date: Approval Date: CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 61) 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN - No. 36052 z �9 M SEVAINE RD., IN SOUTH CONCRETE BASE OF wo P7 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG C�- Exp. 6/30/2004 HIGHLAND AVE. FROM SIERRA AVE. ELEVA-nON: 1428.609CO QF- CAO� GRAPHIC SCALE ( IN FEET ) I inch = 40 ft. Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning B253 Sierra Avenue Fontana, Califomia 92335 (909) 356-1815 Fax (909) 356-1795 Qcz� W,\,C, � � az&, A Riiyrnond J. Allard, R.C.E. 36052 Date (expires 8/30/2004) if] PROFILE HORIZ: 1"= 40' VERT: 1 "= 4' CITY OF FONTANA7 CALIFORNIA STORM DRAIN PLANS Drawn By: Scab: DBW SAN SEVAINE OAD 7`RACT 1 "07 1 vs= 401 DesQned By: RD/DBjyj Date: AUGUST 2001 Checked By: hApprovedief-t-1111--f""O '0.6-61 Dwg. No. R D R 67 #CITY ENGINEER R.C.E. 51152 2928 Filenarne: M:\DWG\12903\SAN SEVAINE\STORM DRAIN\SHEET4.dwg