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HomeMy WebLinkAbout23-96.29k E i M L 1 I 2 I 3 I 4 I 5 I 6 I 7 FOR CONTINUATION I SEE THIS SHEET 01" I I I I { I 1 35 1 1 1 1 J HI G F E - 11 ------ - _ LO A rn 0 rn B i Cu 6i 0 N L ra ID 0 U n A 0 i 0 CD 3 0 i v in CD �I 38 36 1 1 34 1 1 1 37 I I I I I 39 1 8" WATER LINE 1 r GATE VALVE 8 i 9 I 10 8"X8 "X8" TEE I I I I ► ASSUMED NORTH SCALE: 1"= 50 ' I ► - , I 8 TEE I LEGEND 41 ► ` I Existing Storm Sewer i az 43 � I I 44 I I I 45 I � SAkTAR umtk I I I 46 I � I I p I I 47 I IF 48 49 II ad I I � I 50 II I I ejOr TEE I I I I I I I I- I - I I I 52 I I I I I I I I I I I 53 I I I I 54 �- II I I I I 55 �- II I � I I I�iruRr umRa i I I I 57 1 I I I wAmt urotu I I I 58 II I I I �_ I I I 159 1 II I �8" ATER LINE — 33 ► I I --�-- New Storm Sewer \ >� FlRE HYDRANT I 1 32 30 I I I 3I ► I Existing Sanitary Sewer 31 29 y New Sanitary Sewer J L ► -W - -�� �- New Water Line 28 WATER LATERAL I I — — — — — — — — — — — — _ I ! -. Existing Water Line I I I I FOR CONTINUATION D 1 P� Ductile Iron Pipe - 27 I COMMON AREA BLOCK B / 35 I I I ( SEE THIS SHEET ► / 36 34 I 38 �d I I I ; 219 1 A yr 'in v I LMr\L 8" WATER LINE ► NORMAL POOL ELEV= 830.00 100 YEAR ELEV= 833.13 - -- r -I 25 } 1, E, 1 I SWAIF "' TOP OF BAW ! � I -- - - -- — — — it \ N.P. I ( ELEI/- 827.00 1 1 24 23 22 21 1 120 191 118 17 16 15 14 13 \ 1 I I 12 1 Fl HYDRANT I I 1 11 � I I f' �- -- -- -- — — — -- - - -- -- �� LAKE NORMAL POOL ELEV= 827.50 i 1 � 4 I ' ' ' ' ' ' ' ' \ 10 \ 100 YEAR ELEV= 830.32 .� 8" GATE VALVE �► TON DR� E NUN "C" ; - i i i i i i i i 9 I OF All F— F- r(r 1 I I I FlRE YDRANT \\ �' / 60 61 62 63 1 164 651 166 67 68 69 70 71 i I I I 8" WATER LINE 7 \ 15 ; -- —� �— --1 �— -- -- E III LL- 1 -- - - -- — — --I r-- -- - - --- -- -- 72 6 y_ 85 84 83 82 1 181 80 I 179 78 77 76 75 74 FIRE HYDRANT `- to I I I I I I ARE HYDRANT I I m I 5 TM PRESERVATION j . ' s" GATE VALVE WATER LINE ( I WATER LATERAL 73 I i I AREA I�' 8• GATE VALVE _ A.- I ! CP L_ _ _— ____ 4 COSTING 10" WATER LINE I me, LANE I I -- — I - - -- �l I 8�8X8' TEE ; LINE I I 1 I I f I I I I I I I I I I I I 3 COMMON AREA BLOCK 'A" ► ' I I I SANITARY LATERAL 86 87 88 891 190 91 92 93 94 95 98 96 I 97 99 I 1 8" WATER LINE I I 1 I I 1 I ► I 1 -- L ARE YDRANT — — — J L xasY rasr ura " DONT DIG ND 1= 800 -$82 -6644 CALL TOLL FREE 1-800 -428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UMX R6R0()HD LOCATION SERVICE TWO (2) WNW DAYS BEFORE COMMENCING WORK. _ - -__ - FIRE HYDRANT 12" GATE VALVE r VALVE _ _ 126th STREET _ ; 8" WATER LINE _ 126th STREET I FIRE HYDRANT i LINE "A" — 8" GATE VALVE LINE "A" 7 12"x12"X8" TEE 12" WATER LINE I00S1Nr6 M= = AVW 12" VALVE 12" WATER LIE aorIM Xr m� 10 12"X12"X8" TEE 2 3 4 1 5 1 6 1 7 1 g 1 9 10 1 11 1 12 1 13 14 15 GENERAL NOTES: 1. WATER LATERAL TO BE A MINIMUM OF 5' BEYOND R/W LINE, BUT IN NO CASE SHOULD IT BE CLOSER THAN 5' TO BUILDING LINE. 2. SANITARY SEWER LATERALS TO EASEMENT LINE, BUT IN NO CASE SHOULD IT BE CLOSER THAN 5' TO BUILDING LINE. SEE SHEET C702 FOR WATER DETAILS AND SPECIFICATIONS. Benchmark At Carmel, Hamilton County, on the Indianapolis do Louisville Railway, 0.1 mile north of the station, 65 yards north of the center of the crossing of State Highway 234, 11 feet east of the east rail, at Semaphore Tower B 167.8, in the top of the southwest comer of the concrete foundation. A standard disk, stamped "X 42 1934 -. Elevation - 829.227 Revisions - 3 /25 /96— DMW— REMOVED r WATER LINE FROM IN FRONT OF LOTS 34 do 38-41, ADDED FIRE HYDRANT BETWEEN LOTS 78 & 79, ALSO AT 126th STREET ENTRA. 3/27/96 —DMW —MOVED NORTH D OFF112266tth STREET 8'' NORTH. No. 9300469 - �-c N STATE OF '''ii�S�ONl1L� ►�G�` CERTIFED BY TNIS MAUL NO TIE OEAS, DESIGNS AM CONCEPTS COIN M HM ARE TIE D LUSIVE 11IMEMAL PROPERTY OF SCINEDER EI0MOM OORPORATIOII AND ARE NOT TO BE USED OR REPRODUCED IN 010LE OR N PART, N YWW 7W INLTIM COMIT OF SDII ER D aIGN 1ft CORPORATION. ©1995, Schneider Engineering Corporation Co tion C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIs " US 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Bntity with Bohlen, Meyer, Gibson & Associates, Incorporated C. P. MORGAN COMMUNMES, LP. PARESME VILLAGE SECTION i & 2 B CARM ]NDIANA WATER DISTRUMTION PLAN Date F1054 ect No. Drawn Approv. 02 23/96 DCC Computer Foes Sheet No. A Jt \1054 \DWGS \O1 \1054C701.DWG )(REF- 105401PLDWG (C`7701. XRff: 105402PLDVYG