C010.0_EXISTING_CONDITIONS_AND_REMOVALCURB INLET
TC=901.43
GUT=900.75
15" RCP INV=897.11 (S)
CURB INLET
TC=902.59
GUT=901.93
15" HDPE INV=896.69 (N)
CURB INLET
TC=901.19
GUT=900.51
15" RCP INV=897.38 (S)
CURB INLET
TC=902.04
GUT=901.36
15" RCP INV=897.77 (E)
STORM MANHOLE
RIM=902.12
15" RCP INV=898.33 (E)
24" HDPE INV=894.75 (N)
24" HDPE INV=894.74 (S)
CURB INLET
TC=902.41
GUT=901.72
15" RCP INV=898.48 (W)
GUT=900.44
STORM MANHOLE
RIM=901.85
24" HDPE INV=894.39 (N)
24" HDPE INV=894.40 (S)
24" HDPE INV=895.04 (SE)
CURB INLET
TC=902.13
GUT=901.38
STORM INLET
RIM=899.25
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REBAR FOUND W/ CAP
"BLS860017" 0.8' AG
5.56' SOUTH
REBAR FOUND W/ CAP
"WEIHE"
1.30' EAST
REBAR FOUND W/ CAP
"WEIHE"
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WEST LINE
SW 1/4
SEC 6, T17N, R3E
HAMILTON COUNTY
TEMPORARY SITE
BENCHMARK 1
78.69'
REBAR SET W/ CAP
"WEIHE"
REBAR SET W/ CAP
"WEIHE"
REBAR FOUND W/
CAP "WEIHE"
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INSTR. NO. 9555472
INSTR. NO. 9555473
POINT OF BEGINNING
EXCEPTION
S
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N85°28'08"E 175.57'
N04°31'52"W 33.57'
N85°28'08"E 325.06'
PARCEL 1
HAMILTON COUNTY
8.22± ACRES (GROSS)
6.68± ACRES (NET)
SURVEYED REAL ESTATE
1.23± ACRES
STATE OF INDIANA
INSTR. NO. 200000007274
#12 - SEWER EASEMENT
INSTR. NO. 9509566240
#13 - PERPETUAL HIGHWAY EASEMENT
INSTR. NO. 200500073534
NOTTINGHAM LLC
INSTR. NO. 2018042558
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REVISIONS
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If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
NO.DATE DESCRIPTION
6/1
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DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BY
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70050012
JPM
REVISED PLANS FOR REVIEW
06/13/2019
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C1
EXISTING
CONDITIONS AND
REMOVAL PLAN
JRS
70050012
CALL 811 NOTE:
www.CALL811.com
CONTRACTOR TO CONTACT 811
SERVICE AT LEAST 3 WORKING
DAYS PRIOR TO CONSTRUCTION,
TO CONFIRM LOCATION OF
EXISTING UTILITIES. DIAL 811.
CLEAR BRUSH AND SMALL TREES TO
PROPERTY LINE. PROTECT ANY TREES
8" DIAMETER OR LARGER THAT ARE
OUTSIDE CONSTRUCTION LIMITS.
PROPERTY LINE
SURVEY LEGEND
CO
SPR SPRINKLER
CLEANOUT
MONUMENT
UNDERGROUND ELECTRIC LINE
UNDERGROUND TELEPHONE LINE
GAS MAIN
LIGHT POLE
SIGN
WATERMAIN
SANITARY SEWER
STORM SEWER
HYDRANT
VALVE & BOX
MANHOLE
CATCH BASIN
DECIDUOUS TREE
TREE & BRUSH LINE
FENCE LINEX
MAJOR CONTOUR - 5 FT. INTERVAL
MINOR CONTOUR - 1 FT. INTERVAL
TRAFFIC SIGNAL POLE
SPOT ELEVATIONX 000.0
DITCH CENTERLINE, TOE OF SLOPE
CONIFEROUS TREE
T WECG TEL., ELEC., CATV, GAS, WATER RISER
TEL., ELEC., CATV, GAS MARKEREC
FP FLAG POLE
GUARD RAIL
GTE TEL., ELEC., GAS, WATER MANHOLE
T G
W
UNDERGROUND FIBER OPTIC LINE
POWER POLE
TELEPHONE POLE
P.P.
T.P.
ELECTRICAL HAND HOLEHH
FLOOD LIGHT
PROPERTY IRON SET
PROPERTY IRON FOUND
BOLLARD LIGHT
BUILDING
G
T
FO
UGE
000
001
PROTECT
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SURVEY NOTES
1.TOPOGRAPHIC SURVEY WAS COMPLETED BY WEIHE ENGINEERS. PLEASE
REFER TO SHEETS SV1 AND SV2 FOR SURVEY AND BENCHMARK
INFORMATION..
2.VERTICAL DATUM IS NAVD 88, SEE SHEET SV1.
3.THE PROPOSED PROPERTY IS OUTSIDE ANY 100 YEAR FLOODPLAIN,
FLOODWAY, AND FLOOD FRINGE. SEE "FLOOD HAZARD INFORMATION" ON
SHEET SV2.
4.EXISTING VEGETATION IS PRIMARILY FALLOW LAND WITH A STRIP OF
TREES AND BRUSH ALONG THE SOUTH SIDE OF THE PROPERTY.
FALLOW LAND
TREES AND BRUSH
GCE
SF
SF
SF
SF
SF
GCE
NOTE: SEE SHEET C1.1 SWPPP FOR ADDITIONAL STORMWATER POLLUTION
PREVENTION MEASURES
SEE "MICHIGAN ROAD RETAIL SITE DEVELOPMENT PLANS"
FOR STABILIZED CONSTRUCTION ACCESS LOCATION AND
DETAILS
SEE "MICHIGAN ROAD RETAIL SITE
DEVELOPMENT PLANS" FOR REDD ROAD
SWPPP CONTROL MEASURES
STOCKPILE
AND STAGING AREA
RE
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REDD ROAD,
BY WOOLPERT
2
0
'
64'
SITE CLEARING AND DEMOLITION NOTES
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND
BECOMING FAMILIAR WITH THE DEMOLITION AND CLEARING REQUIREMENTS.
2.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE
SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
3.NO REMOVAL, DEMOLITION, CLEARING OR TOPSOIL REMOVAL SHALL OCCUR ON
SITE UNTIL THE SWPPP AND STORMWATER PERMITS HAVE BEEN ISSUED AND
THE CONTRACTOR HAS VERIFIED AND STAKED THE LIMITS OF REMOVAL IN THE
FIELD. NOTIFY SITE CONSULTANT OF THE START OF CONSTRUCTION AND DATE
WHEN THE LIMITS LINE WILL BE ESTABLISHED FOR REVIEW AND APPROVAL.
4.
5.NO BURNING OR BURYING OF CLEARED OR DEMOLITION MATERIAL SHALL BE
ALLOWED ON SITE.
6.REMOVE ALL DEBRIS FROM WITHIN CONSTRUCTION LIMITS ON SITE. ALL
DEMOLITION MATERIALS SHALL BE REMOVED FROM THE SITE AND, UNLESS
OTHERWISE NOTED, DISPOSED OF IN A MANNER ACCEPTABLE TO LOCAL
JURISDICTION HAVING AUTHORITY.
7.THE CONTRACTOR SHALL BE LICENSED BY THE STATE OF INDIANA FOR
DEMOLITION REMOVAL AND HAULING OF MATERIALS.
8.THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS AND FEES FOR
THIS WORK.
9.EXISTING UTILITIES ARE LOCATED TO THE BEST OF OUR KNOWLEDGE. THE
CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING UTILITY
LOCATIONS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL PROTECT AND MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES.
10.ALL EXCESS OR UNSUITABLE TOPSOIL OR SUBSOIL TO BECOME THE PROPERTY
OF THE CONTRACTOR AND REMOVED OFFSITE.
11.CONTRACTOR TO CALL 811 AT LEAST 3 WORKING DAYS PRIOR TO
CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES.
12.ALL GROUND AREAS DISTURBED BY CONSTRUCTION TO BE TOPSOILED AND
SEEDED PER THE SITE LANDSCAPE PLAN UNLESS SHOWN OTHERWISE ON
PLANS.
CONSTRUCTION
LIMITS