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HomeMy WebLinkAbout23-96.25CD rn rn 0 RJ C 0 M m 0 v v 0 CD 3 O 0 2 3 4 1 5 1 6 1 7 8 9 10 11 12 13 14 15 1 SAN MH No. 11 GENERAL NOTES: C802 1. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 2. WYES AND LATERALS TO BE 6" PIPE UNLESS M Awe JO drmm�� OTHERWISE SPECIFIED. WYE ac LAT � � 3. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION CONNECTED TO 0+47 3 I THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE C) Q C° CD 0:: 3 EASEMENT OF THE LOT, WHICHEVER IS GREATER. THE \ N WYE d< UT. \ Wa � �' o N END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, — --WYE & LAT. M 0+36 Q m I '-i I — BUT IN NO CASE SHOULD THE LATERAL BE CLOSER 0} / \ w � THAN 5 FROM THE BUILDING LINE L I ZO C-) Q 'y' > oo ( 4. LATERALS RUNNING TO THE OPPOSITE SIDE OF WYE & LAT. O —' o J = STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE L M o+s8 J ° ``' EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE — — — — 3 m Q w NOTE: LATERAL BE CLOSER THAN 5' FROM THE BUILDING LINE. �'- SANITARY LATERALS TO BE INSTALLED IN �W o+s9 T — — — z C) I INDIVIUAL TRENCHES. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY M �C) TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE WYE do LAI I 0£8 100d 1VY1NON CONSTRUCTION BEGINS. / 0+88 I Awe jo l 6. TEMPORARY TRAFFIC CONTROL DURING do ( WYE a UT ---_ I LOCAL AND CONSTRUCTION TATE STANDARDS. APPLICABLE K 1 +40 I CQ I — — — — — 7. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE K UT UT PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. \ \ 0+55 WYE & UT. �� WYE & UT. WYE do UT. WYE do UT \ C o+s2 1 +06 HOLEY MOLEY SAYS STANDARDS FOR WORKER SAFETY. 1 +59 N ap N CC � I tt 8. CONTRACTOR SHALL MINIMIZE DAMAGE TO ~ \ N 04 N I 1 DON'T EXISTING TREES. SAN MH No. 25 ATHERTON C8o2 KIMBROUGH DRIVE LANE SAN MH No. 26 1 DIG 9 DEVELOPMENT AND OFFSETS OF STRUCTURES, SEE — ADZ BLIND " � 1 SAN MH No. 22 � WYE IkLAT ( - -- - - -- �--- - - ---� �- - - - --J 00 0+02 C802 M _ CRESCENT I 1 WYE do LAT. M 0+46 , n - - - - - - - - _ _ _ 1= 800 -$82-6644 WYE & LAT. WYE & LAT. — — — — — — — — — — — — — — CALL TOLL FREE Benchmark WYE � UT. — — 1 +16 WYE & LAT. WYE do UT. WYE & UT. WYE & LA \ �� q-- N0+07 WYE 67�T 0+79 0+31 0+44 1 +14 I I� �� T WYE k TAT. � & LAT � & UT WYE do UT WYE & UT. WYE do UT. WYE & LAT. WYE & Ur WYE & UT WYE & UT At Carmel, Hamilton County, on the Indianapolis 1 +94 2 +06 0+04 0 +71 0+84 1 +23 1 +91 2 +04 WYE & LAT. 1=800428=5200 & Louisville Railway, H I ^ I I C 2 +75 2+� 2 +77 FOR CALLS OUTSIDE OF INDIANA 65 yards north of the 1c center of the crossing station, C � .-- N L0 tD ^ g H LO to � L0 � � C PER INDIANA STATE LAW IS-69 -1991. State Highway 234, 11 feet east of the east rail, at Semaphore Tower B 167.8, in the top of the IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING 1HE UNDERGROUND southwest corner of the concrete foundation. A standard disk, stamped "X 42 1934 ". I 1 SAN MH No. 23 SAN No. 24 1 LOCATION SERVICE TWO (2) WORIQNG C802 C802 DAYS BEFORE COMIOCING WORK. Elevation = 829.227 Revisions 3/25/% -DMW- REVISED GENERAL NOTES 0 - /4 dt ADDED SANITARY TRENCH NOTE G SANITARY SEWER PLAN SCALE. 1 -50 G 850 8-50 F 845 F _ _ _ _._._._._ _______ _ - -_- _ . _ - - -_ - ..._. _.. _ -_ __ -- -- -_ _ _ _ _ _... _ _ -_ _ _ _ _ - - _ _ _ _ - _ _ _ -- _ -_ -_- -_- _ - - - -- - - - -- -_ - _ ___ __ -- -_ -_ - _ ------- _ _ -._- - _ _ - ..__ -___ _- _- 845--- PROPOSED 840 GRADE EXISTING GRADE PROPOSED ``�����G1�• _ _ _ -_ _ _ _- - - o - GRADE 840 •`�\�P•,,• TC- 835.02 TC- 835.02 EXISTING = 9300469 E TC- 834.61 GRADE _ " TC- 834.38 _ _ STATE OF 834.23 E TC- 833.00 IN RCP D i A 835 INV- 83081 -- - -_, - -- ------ - - - - -- ___ IAN `�.. --- --- - - - — - .... - - - i�i�i/+s/ _ - - _ , _ _ _ _ _ _ 835 - -nA GRANULAR C) IN RCP 830 � GRANULAR rn BACI(FlLL INV- 830.7 CERTIFIED BY � BACKFlLL + ± ` Q _ —_ -- __ - .__ -_ -- _ --_-------------------------- -___._ nl�s oRnalNC AM THE IoEAS► oES�++s AND ooNCEPrs CONTAN�D IN RCP WMN ARE THE D0MK IIIELiE MAL PROPERTY OF S0#00 D ENGINE M CORPORATION AND ARE NOT m BE USED OR REPRODUCED !NV- 826.28 (N&S) INV- 829.81(N) IN *W OR IN PART VMW 7HE WIEN CI)N!W OF SWUM D INV- 828.69 N&S ©1995 Schneider Engineering Corporation 825 - . INV- 826.28(E) (SWAcW) 6•� INEdcS 27.20 ( ) (&S) 827.54 Sdmeida 820_ - - _ 820 Co ration C 3020 North Post Road Engineering 815 Indianapolis, Indiana Surveying ----- - -- 46226 -0068 GIs * US _... - -- -- - -_ _ _ - --- -- - - -- _ _- - � � 317- 898 -8282 Geology 186' of 10" PVC ®0.30% 122' of 10" PVC ®0.301 113' of 10" PVC ®0.308 286' of 8" PVC ®0.407. 281' of 8" PVC ®0.40 317- 899 -8010 Fax 810 A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated 810 -- -- C. P. MORGAN COMMUNITIES, L.P. PARKSIDE VILLAGE SECTION I & 2 B CARMEL, ERDIANA " SANITARY SEWER PROFILE Z Z O p O " N Z Z o c M M Z Z Z < a _ Date Project No. Drawn Approv. A N 2/22/96 1054 DMW Computer Mee Sheet No. A � � DHORZ.: 1 " -50' 1054011PLDWC S A N I TA R Y SEWER PROFILE SCALE. VERE.. 1 ,�_ 5 � � -ia� (C403 1 2 3 4 5 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 15 W