HomeMy WebLinkAbout12090018.2CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O -RING RUBBER
GASKET CONFORMING TO ASTM C 443
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
STORM SEWER INLET NOTE
ALL STORMWATER DRAINAGE CASTINGS SHALL
BE LABELLED WITH ENVIRONMENTAL
MESSAGING "DUMP NO WASTE"
IF IT WILL BE NECESSARY TO RELOCATE EXISTING
UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER. ALL
UTILITY POLES SHALL BE LOCATED WITHIN ONE -FOOT
OF THE PROPOSED RIGHT -OF -WAY.
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PAVING WITHIN CITY F;/W NOTE _ "/ --} AO. `� x
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY / 'r / / 4 '' S�PHA_, < \
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO , ` '° i
REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF / / �� /�� �o� �tM V '
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE / y; ' CU(NFNAL_ET 40�ORE M� r "wµ OO:� \ --
n
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND :' s' - "' o o -- ' \
PROPOSED CITY RIGHT -OF -WAY. / t ''r N # \
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TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL
INFORMATION HAS BEEN SHOWN PER AN
ALTA /ACSM LAND TITLE SURVEY, DATED 09/21/10
(JOB #: 833185) AND TOPOGRAPHIC SURVEY
(JOB #: B34158) PREPARED BY MILLER
SURVEYING, INC. CIVIL SITE GROUP, INC. CANNOT
BE HELD RESPONSIBLE IF ACTUAL HORIZONTAL
AND VERTICAL DATA IS DIFFERENT FROM THAT
SHOWN ON THESE PLANS. CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFICATION OF ALL
EXISTING CONDITIONS PRIOR TO COMMENCING WITH
CONSTRUCTION.
�`, IXIS7ING STORM INLET -� i,31 .q�
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,,g':" REMOVE EXISTING
(CUNE79iN1 RJa 17 wJ oR E.IAh 15 \,
FW
c " X411CHICONDW 140 TOTAL
/ .N- assn')F°` PARKING SPACES
125 LF
12 -INCfi RCP � 0.509(,
% PAVED AREA INLET -{'0 MH
/ ' / l TC=G W R.9405 OR EJM7) 1Y kP
=1 /
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16
"1000 an*
STORM DRAINAGE EASE EpIT -OE
INSTRUMENT Nod �A97�00024113=' 4
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STCFtM MANHOLE S I0 10
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CONC. END SECTION
. LF 394NCH RCP `
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EXIST94G STORM
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DRAINAGE SUMMARY
The project proposes a parking lot expansion to the West of the existing building /parking lot. This project is located
at the southwest comer of the intersection of Michigan Road and 99th Street in Hamilton County, Indiana. The
proposed construction activity will be disturbing approximately 1.06 acres. The construction area will be disturbing
existing undeveloped green space. The proposed improvements will consist of installing asphalt pavement, curbs,
light poles and drainage infrastructure tying into the existing storm water detention facility located at the southwest
quadrant of the site.
The site was developed in 2001 for Chrysler Realty and rebranded to Ed Martin Pontiac GMC in 2004. Storm water
from the site is collected via a network of catch basins in the parking lot and routed to a storm water detention facility
located at the southwest quadrant of the site. Additional storm water catch basins are proposed with the parking lot
expansion with sub - surface storm sewer pipes routed to the existing detention facility. A storm water BMP will be
installed to capture TSS from the parking lot expansion before entering the existing detention facility.
/
DEVELOPMENT SUMMARY
SITE ACREAGE = 7.35 +/- ACRES
PRIMARY ZONING = INDUSTRIAL (1 -1)
SECONDARY ZONING = US HIGHWAY 421 -
MICHIGAN ROAD CORRIDOR OVERLAY ZONE
TOTAL PARKING SPACES ADDED = 140 SPACES
FRONT SETBACK: 15 FEET
SIDE SETBACK: 0 FEET ABUTTING INDUSTRIAL OR
BUSINESS USE OR ZONING; 5 FEET ABUTTING
RESIDENTIAL USE OR ZONING
REAR SETBACK: 15 FEET
MAXIMUM LOT COVERAGE: 90%
ACTUAL LOT COVERAGE = 76%
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NORTH
40 0 20 40
( IN FEET )
1 inch - 40 ft.
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52.61'
LEGEND:
_ EXISTING CONTOUR
PROPOSED STORM SEWER
STORM SEWER STRUCTURE LABEL
ASPHALT PAVEMENT
1' - 110# /SYD. HMA BITUMINOUS SURFACE 9.5mm ON
2' - 220# /SYD. HMA BITUMINOUS INTERMEDIATE 19.Omm ON
6' COMPACTED AGGREGATE #53 BASE ON
COMPACTED SUBGRADE OR TREATED SUBGRADE
PLAN NOTES:
ca 2' CONC. CHAIRBACK CURB & GUTTER (TYPE II). SEE DETAIL 04/C2.0
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No
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114011111101:
DATE: 09/20/2
DWN BY: B'
CHKD. BY: EE
SCALE: 1 " _
DATE: 09/2
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PROJECT NUME
DPI.001
DRAWING NUME
C2mO
SHEET 2 OF