HomeMy WebLinkAbout08120009 REMCO Addition Large Plan Pg. BI BOONE COUNTY 1
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70" X 56"
ELECTRIC
TRANSFORMER
Sanitary Manhole
TC 885.36
N. Inv. 880.72 (8"
E. Inv. 880.41 (10"
S. Inv. 880.49 (10"
PVC)
PVC)
PVC)
NS
FFE 894.17 ASPHALT PARKING
AREA
co
ci
2" CMP)
Storm Manhole
TC =892.78
N. Inv. 889.39 (12"CMP)
S. Inv. 889.43 (12"Conc)
CONCRETE PAD
2-STY STONE AND METAL
SIDING BUILDING
CONCRETE PAD
CONCRETE PAD
FFE
ON CRETE PAD
FEE 892.74
r
IA
41
1
kir
1■.
isYS' NVS
Inv. 885B0' RCP)
CONCRETE LOADING DOCK
FEE 892.72 100
STEPS
655'
TP
SIGNS BY DESIGN
METAL SIDING BUILDING
FFE 897.00
Sanitary Cleanout
METAL SIDING BUILDING
SID WALK
fly. 882.41' (RCP)
Storm Inlet
TC 887.83
N. Inv. 886.00 (12"Conc)
S. Inv. 886.00 (15"Conc)
Sanitary Cleanou
FFE 892.781P
AT MAIN
ENTRANCE
CONCRETE PAD
Storm Inlet
TC 888.20
W. Inv. 885.46
E. Inv. 885.27
892. 6 F 9 E 892.70
FFE 892.70 I
100.1'
4
APPROXIMATE ROJ C LIM
FFE 896.94
41111 .7.1
60" X 45"
ELECTRIC
TRANSFORMER
41P.---111
1
1 1
CC
(8"PC)
(15"QMP
G
FFE 895.9
ASPHALT DRIVE
NVS
885-
w
(0
rrs
6-)
nv 88�5'(24"RCP)
VP
EE
0
GRAVEL LANDSCAPE
AREA
NVS
REMCO SIGN
AND
LANDSCAPE
AREA
Cb
r .<0
j
6
1
N. In y: 888.58 ir RCP)
E. I. 888.59' 12
ao
i
D i
Stor Inlet
TC ri--, 891.57 I
I W. thy. 1= 887.88 (12"/RCP)
S. Inv. 6 8847 (18; RCP)
1
cDI
S. Inv. 888.83 ,(12" RCP)
LLI 'TBM #50: E 894.72
C."")
o
D
0
Inv. 885.08 (18"RCP)
DETENTION AREA
GRASS AND WEEDS
Storm Inlet
TC 888.06
W. Inv. 885.11(15"RCP)
E. Inv. 884.92 (18"RCP)
N. Inv. 885.08 (18"RCP)
r
1
Storm Inlet
TC 892.35
t
C0
Storm \Inlet f
TC 891.62
-1*-
N
Vs
1,
N
GRASS
GRASS
GRAVEL PARKING
AREA
AND WEEDS
GRASS
8 9 0
fel
10
i
(7)
fly.
-7
7 0
77--
TyV
IND
.41' 18" RCID
Sanitary Manhole
TC 891.77
N. Inv. 883.32 (8"PVC)
W. Iv. 883.61 (81
'VS. Inv. 883.17 (8"PVC)
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11
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CO t
I I I .1 I I
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1:...,) (HEAVILY OVERGROWN)
OWLINE OF SWALE
C I C ap ,3/4 1 f) I -2 1 1 r) 1.,
(01 1 --;-.!1 I
i t
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t t,
1 1:0' 1 S
CO i i 1
t i 1 I 1
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1
A 1 t
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1
i 1 1
i t t 1 1
Sanitary Manhole
TC 887.01
N. Iv. 879.85 (_8"PVC)
W. Iv. 879.59 (1"PVC)
SE. Inv. 879.47 (8"PVC)
ASSUMED NORTH
SCALE: 1"=30
30 0 30
SYMBOL LEGEND
w<1
WV
T
1111111111111
Mt
MISS
Fr
Water Meter
Light
Utility Pole
Pipe Ballard
Gas Valve
Water Valve
Water Meter
Sign
Storm Manhole
Telephone Pedistal
60
Storm Inlet
Electric Transformer
Electric Pedistal
s-1 Existing Drainage Pipe
Air Conditioning Unit
PURPOSE
The purpose of this exhibit is to show the current topographic conditions of the Remco
Corporation Building at 4735 West 106 Street on October 28, 2008. A retracement survey of
the subject property executed in accordance with the requirements of the Indiana Survey
Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative Code was not
performed as a part of this topographic investigation.
GENERAL NOTES
Any underground utilities depicted on the attached plat of survey have been located per field
observations only and markings by Blood Hound, Inc on October 27, 2008. No warranty, either
expressed or implied, is made to the accuracy and/or completeness of information presented on
underground utilities, or as to its fitness for any particular purpose or use. In no event will Roger
Ward Engineering, Inc., its employees, agents, and/or assigns be liable for any damages arising
out of the furnishing and/or use of such information. The path of the utility lines on said plat of
survey should be considered approximate until they are either relocated, by calling the Indiana
Underground Plant Protection Agency at 1-800-382-5544 or until they are excavated to verify the
location and path of the utility lines.
No warranty, either expressed or implied, is made as to the accuracy and/or completeness of
information provided by governmental authorities and/or third parties, or as to its fitness for any
particular purpose or use, including but not limited to information presented on zoning, setback
requirements, flood hazard zones, and wetlands areas. In no event will Roger Ward Engineering,
Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing
and/or use of such information.
This Topographic Investigation was prepared for T&W Corporation.
EQUIPMENT
Trimble 5600 DR 300+ Total Station, Trimble R8 GPS receiver and a TSCE2 data collector with
Trimble v11.22 and Trimble Geomatics Software was used for the data collection of this job.
VICINITY MAP
SCALE: 1" 1000'
BENCHMARK NOTES
PERMANENT BENCHMARK: MAR G 24 2.0 miles Northwest along St. Hwy 29 from the
intersection of 71s Street at Augusta, Marion County, at the intersection of 86 Street, 93 feet
Southwest of the centerline of St. Hwy. 29, and 60 feet South of the centerline of St Hwy. 100.
An Indiana St. Hwy. Commission Standard Disk, Stamped MAR G 24 and set in top of a concrete
post. ELEV. 859.14 (NAVD 88) 860.50 (NGVD 29)
ON-SITE BENCHMARK: Sanitary manhole E-10 as shown on utility plan by Mid-States
Engineering along the East line of the subject parcel. ELEV. 894.80
TEMPORARY BENCHMARK: Northeast bonnet bolt on fire hydrant East side of entrance drive,
TBM #50. ELEV. 894.72
HOLEY MCLEY SAYS
'DON'T
DIG
BLIND"
'IT'S THE LAW'
CALL 2 %mac DAYS BEFORE YOU DIG
1-800-382-5544
CALL TOLL FREE
PER INDIANA STATE LAW IS-69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
SIIHOUT NOTIrtiNG NE UNDERGROUND
LOCAMON SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING "MK.
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BY:
DATE:
SHEET
OF 1
JOB#: TVVC.005
CIVIL ENGINEERS LAND PLANNERS DEVELOPMENT CONSULTANTS
5420 N. COLLEGE AVENUE, SUITE 202
INDIANAPOLIS, INDIANA 46220