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HomeMy WebLinkAbout23 C502 Sanitary Plan & ProfilesU_ (f) 0 CL <I 0 ft (1 0_ BWD 506 a_ (1 t r Z 0, tY) C.) rt rip Li 95.6 J i f t 20. 00' r 'C'2 CO "2 111 1 I I 36" 050 IN 086.01 JI i P 0 OP 0/0 Gr.?. ADE 12" RCP 1,35.00' W5' 100.00' g 5 ,6 28 900.60_, 897.00 100.00' 160.00' 49 I N 896.10> 30 900.1 Li) ---csr.---- ,,,4 i 8 MIN. F.C. [9 7.T1)- 1 96 0 SCALE: 50' HORZ, SCALE: 1" 5' VERT. MIN. F C 6+00 [9 7 8" PVC PV 19 7 9 STA. 1425.03 55 LT. rr) 0 71 fq 1.0% BWD 504 27 1 9-8741 2+00 I 1 1 9 7 2 3+00 8 3.81-' REPASS DRIVE .i, 100 00' <896.10 2" MIN. F.C. 899.70 896. 10> 19 5.6 0 0 +1 96,6 195. 6 CD 0 1 6.015.t0 0.U.E 50" RCP 1 Oa 00 (B 503 5 HA RAMP TYP. 4+C 0 fl_ El [1_ CO tr) CO OC) 0 0 0 rT)''' n 0 0 0, z z .LU0JLJJ Z 914 912 910 908 906 904 902 900 898 806 894 092 390 886 884 882 25.00' D.O.E. 0 98.11 ST 1 DATUM =V 68a00 5 98. MIN. 25.03 RT. 26 898.F 896. 100.0 o ci N 6 <896.0 93.28 93.28 93.60 896.5Q 18" RCP 5.00' D.U.E. 21" P, P UCT UGT 12" RCP 899.20 898.50 5' CONC. WALK YP. MIN. F.C. SCHMI6LER DRIVE MIN. F. G. 96.20 100.00' 1.0% UCT MIN, F. C. 100,00 93.0 1.0% 896.00> 897.50: 48 8 (.1 MIN. fn 100.00' WALK _TYP DRIVE Q 93.6 3+ OHE 914 912 910 908 906 904 902 900 898 896 892 890 888 886 884 882 FM( W 88a 00 1 724 501 00 0, L-L-I r d 0 Cl- EL, co lo oo 000 co 00 000 tt 4Z-0 .0 00 C.) 5. 5+00 0 \89b.00/ OHE INV. 888.73 100.00' --simagampor 27" RCP 1 894 N- 24" RCP 6+00 OH E 7 OHE 4- z 1 COMPACTED GRANULAR BACKFILL REQ'D. 7+00 ST °H E 11 \897.00/ T.C. 100.00' asem-s. 19 6 .5F\ ADJUST EXISTING SANITARY CASTING TO ELEV. 895.80 t 8+00 96.5 1.0% 100.00' in•••10= more= 18" RCP 9+00 19 4. 81- SCALE: 1" 50' HORZ. SCALE: 1" 5' VERT. _Sartitary Manhole 31C. 894.66 E 8" PVC 884.79' W 8" PVC 884.71 D.U.E. COMMOM AREA 704 EXISTING GRADE 100.00' 1.0% 490.29' 4 10+00 1 0 1.0% 96 /95. 5J U,GT HE 11+00 a_ a_ c o co z co 0 00 00 0 0 r< 0 0_ co 0 897.3 10( ilo-osic 5" Rcp 1. [900 5 OC 411111111■111/1101WINSMWSNMINWINIIIWO., PROPOSED LEGEND 701 G FA] SANITARY SEWER SANITARY MANHOLE SANITARY SEWER CLEANOUT STORM SEWER STORM SEWER INLET PIPE END SECTION UNDERDRAIN STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER 1 1/2" WATER METER BOX WATER MAIN FIRE HYDRANT POST INDICATOR VALVE GAS LINE UNDERGROUND ELECTRIC TRANSFORMER HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IC8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ENG/N: 3 7/23/04 PER CITY OF CARMEL, HAW_ TON COUNTY SURVEYOR, AND SCS COMMENTS 2. 6/30/04 PER CTE/CLAY WASTE COMMENTS 1. 6/30/04 PER SCS COMMENTS NO. DA 1E REVISION DESCRIP770N CLIENT: SITE ADDRESS: DRAWING TITLE: SHEET NO: a) a) 0 0 0 CK) -et ,,"\111111/ G. P Rt O. 900119 C:2) I7LE NAME: 0327DP.dwg .X) STATE OF 4/ I OAL r i Inn oo 00 -.4- -.4- ci) LC) 0 re. r-- (7) PLATINUM PROPERTIES, LLC 9 551 DELEGATES ROW INDIANAPOLIS, INDIANA 46250 PHONE: :317-818-2900 FAX: 317-818-2910 BELLETTOOD SUBDIVISIO\ CONFIDENTIAL/7Y STATEMENT The recipient of these materials understands that copyright in the materials is owned by 1E1, and &so, that the materials contain priviledged and confidential business information of 1E1. Accordingly, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which 1E1 has made the materials available, and recipient agrees to return all materials to 1E1 either upon completion of the intended purpose or upon the request of 1E1, whichever comes first. 131st STREET WEST ROAD CARMEL, INDIANA "LC: 1" 50' 7/23/04 DESIGNED BY DGP DRAWN BY HwR CHECKED BK DGP HELD BOOK 03-03 SANITARY PLAN PROFILES 512