HomeMy WebLinkAbout33-97 & 34-97 Utility Planr
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NOR�EASTERN CORNER �
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9TR NO. 9 NO. 2 i i i i i � 'I��
� TOR = 840. BO �� I ��
TOR = 842.30f � � � �'
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�TR. NO. 4 q-
TOR = 841. 81 ( � I � 1&' i � (� a � � i
(INV.l12"PVCJ = 838.50J � ~ Mt U I' Q a I� I� I
� ` / 105' Of 12' PVC 1P� 3TORM CLEANOUT ��� I�! � � � i i I�
9TR NO. 4A I� - � I
TOR = 8d0. 45 � `� �/ FOR ROOF ORA/N INV. = 839.50 I I �
• 0.951:4RADE r,�l �� � i i I� '!
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INV. - B37.95 \ �
p TOR = 842. 60 � i i i i � '
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ENCA5EAIENT EX. BEEHIVE INLET I �� i �` i' i•~
3 rC a sa2.i5 � � �
b v G� fIRE PROTECTIAN �NV 12'RCP to E. m 940.t5 I 1� i
� lNE 130' Of 6' PVC ' i i 'i l�� l �I
'3A/Y/TARYLATEIZ4L SAN. CLEANOIJT NOTE.• , i i � i� �
- • AIIN. l.00� bRADE /NV. = 837. f5 � I
EX1�71NG 8 PVC 3TUb HAS bEEN 3HOWN �� ,� �
5TR NO. 6 �- PER PAUL L CR/PE A5-bUILT PLAN9 FOR CARMEL 3C/ENCE i i � ��
AND TECHNOLOCY PARK, ,bD NUMDER B0991- f0A00, 1�
TOR = 841. SO I � i i � �i
DATED 07/20/B7. CONTRACTOR 9HALL VER/F1' , i � G i
INVERT ELEVAT/ON OF THEEX/9T. 8" PVC 9NB � i i III
3 � � PR/OR TO CO�IENC/N6 ANY CONSTRUCTION. � i i "
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� � 2 DOME3TIC 3ERV/CE � �2� � _ _ _ _ _
L/NE R= 20.00' �. c'°� Ex. �2' Rc�'
L=31.35' i�
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PROP09E0 R/W LINE � � � 9AN. CLEANOUT ��
37R N0. 7 /NV. = 836.46 (EXI3T.1 IANDSCAPE EASEMENT i i
� T01R = 840. B5 ' '
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N89a30'00'E - 494.07' I� �� �
(6Y l. W. C.) ��
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NOTE.• � �I 1 TAPP/Nb TEE � II
CONTR4CTOR SHALL COORD/NATF � l (DY l. W. C.1 - �"' _ - - - -
W/TH AiNERI TECH AND P5l ENERb 1' - - - �
-- FOR THE CONNECTIAN TO THE � �� ASPHALT � �� W
EX/5 T/NG TFLEPHONE AND ELECTR/C W I Nor�� A D A M S S T R E E T
L/NES x �
------- CANTRACTOR 9HALL COiO►40/NATE ----------------------- �---------------------------------------------------------------�,,
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-- � WITH IO/ANA 6A3 COAIPANYFOR IME � � S� `�"
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_______________________ 7ROLLCURBdcGUTTER
PROPO�tO bA3 L/NE CONNE�TIdY. \
EX. 8' PVC - �' a� \� �
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EX. SANITARY MANHOIE EX, CURB INLET EX. SANITARY MANHOLE I 1
TC � 842.39 / EX. CURB INLET TC � 842.30 � ��
I N V 8'PVC � 834.34 �� TC � 840.51 TC = 840.35 IN V 8'PVC = 834.55 �
INV 24'RCP to W.�837.01 � � �
/ INV 15'RCP Stub from 5.�837.55 INV 8'PVC Stub N.= 834.55 � �
INV 18'RCP to N. = 837.35 INV 18'RCP hom S. � 837.Oi ,� �A! � �
� INV 15'RCP Stub from N.�837.31 (1'O bE REMOVED)
' INV. !1 B' RCP1 = 837.Of I �� i
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/� i� w � o \\` B LO C K 7 STORM SEWER - STRUCTURE DATA TABLE � i�� I
�/ I� � � a � STR. STRUCTURE CASTING � PIPE ELEVATIONS �ADE CONNOECT �M�RKS ( I ' I
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� WATER METER PlT PN �j � � N0. T� T� �.F. SIZE TYPE T.O.C. UPSTM DNSTTA � x�
ror eonrneacro� � �- sr�"�T. � � ��
/ wAT� �%�'R :v 6� GATE VALVE `` � �Np�{ pRAIN R-4990-DX 12 12' RCP 840.95 838.68 838.65 0.31 2 22' TRENCH DRAIN w � ��
� ler �. w. c.J •� �
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' 2 MANHOIE TYPE 'C' R-1772-C 49 12' RCP 842.30 838.65 838.49 0.31 3 FLAT TOP MANHOLE W/ REDUCER CAP ��
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( L-0Q.. I 3 INLET TYPE'E' R-4215-C �� �Y � 840•80 838.49 838.17 0.31 4 - �I � 111
, ������ ..� � 4A PIPE CATCH BASIN R-2563 4 - I � �
29 12' RCP 840.45 838.2B 838.17 0.31 I �
� R.�.W. � p � 4 MANHOLE TYPE 'J' R-25pp 191 18' RCP 841.81 838.17 837.47 0.37 7 FUT TOP MM@10LE W/ REDUCER CAP � � i�I
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n v � 839.35 838.81 0.31 6 �
` 2(�,4 ]E �/,{�L �/E' S INLET TYPE 'A' R-3472 172 17 RCP 842.60 I I
� I� // g INLET TYPE 1J' R-3287 - I I I
'� 88 12' RCP 841.50 838.21 837.47 0.85 7
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WATER DETAIL
DWG FILE: D: \96\653\96653UP1
PLOT SCALE: 1: 30.000
L PLOT ORIGIN: 4373.71,4792.41
SPELLCHK:
EDIT DA1E: 04/22/97
EDITED BY: AF - S10D
� CASTINC 7YPES ARE NEENAH
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SCALE: 1 "= 30'
4' FiIGM TAPERLD C.I. PRAA�E
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P' FULL PORT AH4LE VALNE
BLOCK 15
-EX. STORM MANHOIE
TC = 844.14
INV 24�iCP from N. = 838.04
,;�EX. CURB INLET
TC = 843.51
INV 12'RCP from W. = 839.67
INV 12'RCP to E. = 838.47
�
�' X. CURB INLET
TC = $43.23
INV 24'RCP to S. = 837.33
, INV 24"RCP from N. a 837.38
INV 12'RCP from W. = 838.04
EX. STORM AIANHOLE
TC = 842.62
INV 12'RCP from S. = 837.97
INV 24"RCP from N. = 837.08
� INV 241�CP to E. = 837.17
.
16� C.I. �IDE LOLK �ID
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DRA'S'� 90 ELDOVIS
4RAOE
INETLR E fLAN4ED
ACAPIER9 FURNI�FiED DY I.W.t.
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PVC 9TADILIZINb DRACKET9
2' DRAb9 RI!lE�tJ
� 2' MIP CONNECTION
4RAVEL-�
Cl4IE:� - - - -
1. ALL MATERIAL9 ANO CON'JTif�JCT10N TO DE PROVIGED DY 111E CWTOA�EIt EXtEPT THE METER
2. IWC WILL OWN AND IN'STALL T11E WATER MLTfR IN GU'�TOMER''� CONNECTION.
'�. IWC MALL �ETERMINE TYP� OF WATER METER TO DE U9E0.
2" WA TER METER P I T
NOT TO 9CALE
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BENCH MARK INFORMATION
T8M � E�VATION - 842.31
CUT "X' ON NORTH MOST BONNET BOLT 4F FIRE HYDRANT,
EAST SIDE OF GRADLE DR. ACROSS THE STREET FROM
THE AMERITECH BUILDING.
ACE TBM E�VATION - 843.92
RAILROAD SPIKE NORTH SIDE POWER POLE AT SOUTHWEST
CORNER OF ADAMS STREET AND GUILFORD ROAD.
BM 839 ELEVATION - 838.67_
BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC.
SWITCH BASE 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS.
2 YAROS EAST OF THE EAST RAIL. 7 RAILS SOUTH OF 111TH STREET.
10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD. 11.5 RAILS
NORTH OF MII.E POST B 170. 2 MILES SOUTH OF THE STATION ALONG THE
RAILROAD. STAMPED 'Y 42 1934".
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BLOCK 13
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r-EX. CURB INLET
iTC s 844.33
, INV 12'RCP to N. = 839.88
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OH ELEC
TEL
GW
TC
TOR
GUT
BOC
BC
BW
T1M
FH
RCP
PVC
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LE N D
OVERHEAD ELECTRIC LINE
TELEPHONE LINE
GUY WIRE
TOP OF CASTING
TOP OF RIM
GUTTER LINE
BACK OF CURB
BOTTOM OF CURB
BOTTOM OF WAIl
TOP OF WALL
FIR� HYDRANT
CONCRETE PIPE
PLASTIC PIPE
BURIED WATER LINE
BURIED TELEPHONE LINE
, CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHONM ON TH�S PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, iniets,
valves, and marks made upon the ground by others ) AND
ARE SPECUUT1VE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
A B O V E G R O U N D EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS bBSERVED, TNE EXACT LOCATIONS OF SA�D
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
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DATE: 04/18/97
SCALE: 1" = 30'
DRAWN BY: A.F.
CHKb BY: R.RH
JOB NO. 96-65�
REVISIONS
1 GEN.REV. 04/22/97
SHEET NO.
C4.1
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