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HomeMy WebLinkAbout2988-4E M CL M.H. #2 10+00.00 CENTERSTONE WAY = 2 11+91.00 WESTGATE DRIVE 3 UK SEE SHEET 2 WESTGATE DRIVE 71 1st 2 I§ # I�, L I �x9l. 20' 20- 27' 27' 54' SEE SHEET 2 WESTGATE DRIVE 11 (TYP.)r j 47 12 2 rn " 43 5 0 5 13 5' PUE N 0 13 `.. NOP Ju I '$ 5 PUE 76 CENTERSTONE WAY LOT NO. DESIGN STA. "AS—BUILT" STA. LOT9NO. DESIGN STA. "AS—BUILT" STA. LOT NO. DESIGN STA. "AS—BUILT" STA. 39 13+74 45 10+59 50 11+60 40 13+62 46 12+07 51 11+87 41 13+45 47 11+60 52 11+82 42 12+50 1 48 10+70 53 11+55 43 12+25 49 10+59 54 10+54 44 11+42 DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500—B WEST LAKE CENTER DRIVE N SEWER MAIN INV. ELEV. TOP OF LATERAL PIPE ELEV. PLANS PREPARED FOR 1342.16 p o 47 1340.41 1342.47 1343.99 48 1339.68 1341.58 1342.22 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS CENTERSTONE DEVELOPMENT COMPANY o NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: HAL WOODS o APPROVAL SHOWN HEREON AND CARRIED FORTH IN A p DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 3500—B WEST LAKE CENTER DRIVE DIAL REVISIONS TO THE PLANS TO BRING THEM INTO SANTA ANA, CALIFORNIA 92704 O BEFORE ..., DAYS BEFORE CONFORMANCE WITH CONDITIONS AND STANDARDS 11 YOU DIG ��U�� YOU DIG I w EFFECT. (714) 437-0800 TOLL FREE _"r1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 20' 20' 27' 1 27' 54' SEE SHEET 3 EAF IAVEN DRIVE SEWER MAIN SWR i_ 5' _I 10 11 SEE SHEET 2 WESTGATE DRIVE 2 1I I I l1 1I 49 50 5' PUE — CL M.H. #3 3 10+00.00 ROCKFORD COURT = ! i , ' N00 _ 1 1 N00°07'0 "E 14+95.00 WESTGATE DRIVE I `' = — — —�4• — I -- iI O as 3 38 ©R These Record Documents have been prepared - based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions STORM DRAIN •c may be incorporated herein as a result 27' I I 13' 6' (TYP.) PROPOSED BTORM DRAIN BTM OF 1 PIPE ELEV. + TOP OF PIPE ELEV. r _ _ ' - S=0.0200 — ., :... 4" LATERAL =45• HO LISE LATERALS CONCRETE ENCASEMENT SEE �- PLANS FOR LOCATION AIL 1 "-40' 10 40 51 1 1 +94.55 CL M.H. 8 2 I 04, t / (TYP.) 0 dt ' 54 IIS I 76 53 I i 20 20' 27' 27' 54' SEE SHEET 2 WESTGATE DRIVE R/W 1 _ 5' P.U.E. I { / 52 N5' PUE i :tiZf77:11 LOT NO. SEWER MAIN INV. ELEV. TOP OF LATERAL PIPE ELEV. BTM OF STORM DRAIN PIPE ELEV. 44 1340.26 1342.16 1345.33 47 1340.41 1342.47 1343.99 48 1339.68 1341.58 1342.22 NOTE= SHALLOW CROSSINGS SEWER LATERALS FOR LOTS 44, 47 & 48 SHALL BE INSTALLED AT 2% SLOPE PROVIDE MIN. DEPTH OF 5' AT R/W Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 853 Sierra Avenue Fontana, Calibmia 92335 356 1 15 Fax (909) 356-1795 5— f 4 —o Z David S. Hammer, H.C.E. 43976 Date (expires 613[]{2005) PROFILE HORIZ: 1 "= 40' VERT: 1 "= 4' GRAPHIC SCALE 0 20 40 80 (INF) 1 inch = 40 ft 6' TYP _:F1III y d- 160 14 REW LONGM 11= (4 READ) TIE aaR1I— O.C. — = I 3' CLR TYP J•d ( II 1I- -111—I DETAIL As CONCRETE ENCASEMENT N.T.S. CONSTRUCTION NOTES 1 CONSTRUCT 4" VCP SEWER LATERAL CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN �— INSTALL BACKWATER CHECK VALVE 6 — ENCASE 4" V.C.P SEWER PER DETAIL "A" SEE SHEET 4 OF 5 QgOFESS/QNq CITY OF FONTANA, CALIFORNIA Hq,y�V SEWER IMPROVEMENT PLANS F� m Drawn By:TRACT NO. 15961 Scale:" W i4 No. 43976 JK/DEA/WF 1 = 40, a EV. 6/30/05 CENTERSTONE WAY -STA 10 0000 TO DOM * * Designed By: Date: �4 Cl vi ti ��P JF _ /grA. T01H94.i May, 2002 TFOF CALIF Checked Approved- %r.. 2Z �sZ Dwg. No. 4 Rt"7 DH CITY ENGINEER R.C.E. 51152 2998 �