HomeMy WebLinkAbout12090018.8CONTRACTOR NOTE
0 EARTH DISTURBING ACTIVITY MAY COMMENCE
1ITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
ALL CO
NC
RETE PIPE JOINTS SHALL
BE CONT INUOUS O-RING RUBBER
GASKET CONFORMING
TO ASTM C 443
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
STORM SEWER INLET NOTE
,LL STORMWATER DRAINAGE CASTINGS SHALL
E LABELLED WITH ENVIRONMENTAL
IESSAGING "DUMP NO WASTE"
: IT WILL BE NECESSARY TO RELOCATE EXISTING
ITILITIES, THE EXPENSE OF SUCH RELOCATION SHALL
,E THE RESPONSIBILITY OF THE DEVELOPER. ALL
ITILITY POLES SHALL BE LOCATED WITHIN ONE-FOOT
)F THE PROPOSED RIGHT-OF-WAY.
:IAVING WITHIN CITY R/W NOTE.
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO
REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND
PROPOSED CITY RIGHT-OF-WAY.
TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL
INFORMATION HAS BEEN SHOWN PER AN
ALTA/ACSM LAND TITLE SURVEY, DATED 09/21/10
(JOB #: B33185) AND TOPOGRAPHIC SURVEY
(JOB #: 834158) 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.
,.r ar:4. nacre 333 z33z
0
Afelle Rack'"
Square
WSH3602-SO %
Hoipht:3b'
WWh- 191,
Rzinae5:5"x 6'x 14" rmPJed,.om&-,
NAIGLITTting Halo. (6) 916' dia,
SqUareTub2:;?'x2 " x l ffwall
MIG WeWed
FirdsWs:
Hot-DipW GatvanM
Pro M'. r C GA C Oka
Stamikss keel 31014b7ushed
t*'0_1 BICYCLE PARKING DETAIL
NOT TO SCALE
REVISION RECORD
REV I DATE DESCRIPTION DES BY APP BY
DEVELOPMENT SUMMARY 1 111/8/12 REVISED PER CARMEL DOCS REVIEW COMMENTS BSC BSC
SITE ACREAGE = 7.35 +/- ACRES
PRIMARY ZONING = INDUSTRIAL (1-1)
SECONDARY ZONING = US HIGHWAY 421 -
MICHIGAN ROAD CORRIDOR OVERLAY ZONE
TOTAL PARKING SPACES ADDED = 129 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%
/ S /� 0,
30'
01,Y)i
95�
LP
CPS
0000
R=245.OG'
L= 199.8 ;000
Ta
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0
01
CURB INLET 4 MH
(NEENAMR-3297-10VOR
TC-M.50
4, ej
V,
GUT-MDO
STINr.1T.RM.NUET U
IN 6111
V-6ou
CP
;o
%
HCONDUIT
(QTY 2) FOR
LIGHTING
!'Y
tp
.:"y I?
P
r A PER
%
W Nu
C
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24
Irk,
ICU* Wi
li M"
W
R=23G.00
L=21,66
Tan r-/1 0."
1-101-FACH OONDW
FORn AAr
T,
If
129 TOTAL
RKING SPACES
PAVED AREA INLET - 4' 0 MH
(NEENAH R-2112 OR E11.1
TC=M.50
.INV--6814 I (W-12)
84 (5-15- REMOVE EXISTING
.'r POLE
(CRY2)FOR
Lx*nw4e
In
1-1/44NCHCONDUI
(GTY 4) FOR
LIGHTING
,e I-iA4NCHgONV/W
prylpo
LIGHTM
k
Je STORM DRAINAGE EASEMENT PER
INSTRUMENT No. 2002-00024113
ITEM #15 BMIP ST` =TURE 04
Jl V, N 4FT DOWNSTREAM DECFIENCIER
T_W_
7, NV OUT-M,0 (SEvwr HO PE
CIV STORM MANHOLE - 60
'y/C NEENAH R-I 772 OR EJW
TC=88
WV-681.7 (E - 3111 _T
lz� 1)4' EXISTING STORM INUET-
INV OUT IT H
_ 7 ....... (N- 81.1,7 DI
2
#6
A,
V:
R81' 7"/
CONC, END SEC TION
INV- 012%
13 LF 351NCi1 PGP 00.40%
, Y
CURB INLET - ff 0 MH
4 LF 3&4NCH RCP025% . (NEENAH 1141207AW OR EJNV)
TC=887.00
GUT�
S
INV=71.ft (W35') F V.
. . ... aill �P
X
V
DRAiNAGF E, *5 8 4
W
_84,21
IF
If
CURB INLET- TYPE J
(NEENAH R-3287-10V OR EJW)
TC.e88M
12
WNW=
E, A SE WE— N r P z'E f N 5 -TR 2 0
41 4 1
INV-WID LF
_-z 12-INCH
RCP 0.50
.000,
N
-11441CHCONOW
tow 1)
"of"M
129 TOTAL
RKING SPACES
PAVED AREA INLET - 4' 0 MH
(NEENAH R-2112 OR E11.1
TC=M.50
.INV--6814 I (W-12)
84 (5-15- REMOVE EXISTING
.'r POLE
(CRY2)FOR
Lx*nw4e
In
1-1/44NCHCONDUI
(GTY 4) FOR
LIGHTING
,e I-iA4NCHgONV/W
prylpo
LIGHTM
k
Je STORM DRAINAGE EASEMENT PER
INSTRUMENT No. 2002-00024113
ITEM #15 BMIP ST` =TURE 04
Jl V, N 4FT DOWNSTREAM DECFIENCIER
T_W_
7, NV OUT-M,0 (SEvwr HO PE
CIV STORM MANHOLE - 60
'y/C NEENAH R-I 772 OR EJW
TC=88
WV-681.7 (E - 3111 _T
lz� 1)4' EXISTING STORM INUET-
INV OUT IT H
_ 7 ....... (N- 81.1,7 DI
2
#6
A,
V:
R81' 7"/
CONC, END SEC TION
INV- 012%
13 LF 351NCi1 PGP 00.40%
, Y
CURB INLET - ff 0 MH
4 LF 3&4NCH RCP025% . (NEENAH 1141207AW OR EJNV)
TC=887.00
GUT�
S
INV=71.ft (W35') F V.
. . ... aill �P
X
V
DRAiNAGF E, *5 8 4
W
_84,21
N V. s, 2 "","c
S N�TAFY
AN
E, A SE WE— N r P z'E f N 5 -TR 2 0
41 4 1
.000,
N
Nei
444 L�__
3� 2
'A
0
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zr
EXISTING STORM INUET1-
2
'T
01
ENISTING STORM INLET
0
01
DRAINAGE SUMMARY
N88*1 7'42 11 E 767.63
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The project proposes a parking lot expansion to the West of the existing building/parking lot. This project is located
at the southwest corner 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.
- -- — — — — — — — —
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LEGEND:
NORTH
40 0 20 40
IN FEET
1 inch = 40 ft.
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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:
@ 2' CONC. CRAIRBACK CURB & GUTTER (TYPE 11). SEE DETAIL 04/C2.0
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