HomeMy WebLinkAbout006-94 World Wide Motors Site Plan.1LEGEND
Existing Treeline,�P*
Existing Grade Elevation + 752.31
Proposed Grade Elevation 750.33
2' Concrete Roll Curb 750.00 750.50
6" Chairback/Integral Walk & Curb 750.00
Existing Grade Contour - - -749-
Proposed Grade Contour y P
Existing Ditch/Swale Flowline ° ° ° �`~,
Proposed Drainage Flow Annotation
Existing Sanitary Sewer -- .c°-
�'� Sanitary MH o 0
Proposed Sanitary Sewer
Existing Storm Sewer W1Storm MH w w
Proposed Storm Sewer
Existing Catchbasin ❑ Curb Inlet (Typ.)
� C
Proposed Catchbasin ❑CD v
Existing Powerpole -0, wv
Proposed Water Valve N
Existing Overhead Power Line OH
Existing Underground Water Line w v
Proposed Underground Water Line W o
Existing Underground Gas Line G a
Proposed Underground Gas Line G F°
Proposed Underground Electrical Line E
Proposed Underground Telephone Line T
Handicap Parking Space
Existing Fire Hydrant
Proposed Fire Hydrant
Proposed 2'0 Concrete Parkin Light Base o
Existing RCP End Section
Proposed RCP End Section
�P
ASPHALT PARKING LOT ,
ELECTRICAL Z .I
SFORUER 8 !'
FTRAN
6' CONCRETE CURB --__
,00�- ��� - -- - r•
000
N
z
d
0
L
ASPHALT PARKING LOT
30
GRAPHIC SCALE
1s 0 •o
IN "M
1 inch = 30 ft_
120
E
1000 East 96th St.
1 �
ASPHALT PARKING LOT
O! M
(0
1.20
I T' P.) -
'6.65.
62
. G I
63.40 3
i
15.56.
Q) co
0j of
40.00'
Cr
-C) 1
- N
w
I o>
.
U"<
0)
3
0) �
_I
12.50'
15.50'
215.17'
N 00'00'00" E
a
Oi
�I
495.00'
(Illlllllllllllll
S 00'00'00" E 364.83' - -
331.33'
r` 46.13'
0
Proposed �✓
WORLD WIDE MOTORS
Automobile Dealership
O
ASPHALT PARKING LOT
Com]
33.50' -�
I 118.11'
00'00'00" E
35.00' _r
Z
I
CO
I
N m m 9E 19t ,
I !o
5'R
I
cn
L0
!
L6
12.69'
o
° I°
SITE WORK GENERAL NOTES AND SPECIFICATIONS
o
�� �� ZN'?Z'
�v�• �• O�
O
<
00
o
°
Q.lt
00Q
�
tp
AND PERMITS
.-
�
e
o
I
40
f
l
3
1
O�
private, City, County and State agencies prior to starting
o
�
construction.
J
o
Z
O
O
N
8.7_00
utility companies to locate all mains, conduits, service
0
0
Co
00
5.50'R
I
00
U
6" PVC SAN. LATERAL
Z
N
8.67
protection of utility structures and facilities, their
a_
I
support and maintenance during construction (in cooperation
�- _ _
MARIE
DRIVE 114.69' o
~
S 00'00'00" E 353.83'
the Contractor in the performance of the Contract and in the
I 118.11'
00'00'00" E
35.00' _r
3.50R
Z
110
o r S 00' 'OD"N
N m m 9E 19t ,
I !o
5'R
°
I
L0
!
L6
12.69'
o
° I°
SITE WORK GENERAL NOTES AND SPECIFICATIONS
o
�� �� ZN'?Z'
�v�• �• O�
O
of
I
°
Q.lt
�
NO
AND PERMITS
�
e
1.
°
40
f
l
all permits and approvals are obtained from the respective
O�
private, City, County and State agencies prior to starting
o
0
construction.
J
2.
Z
O
PROTECTION SERVICE INC., 1-800-382-5544, and all other
O
utility companies to locate all mains, conduits, service
CONNECT TO EXISITING
�o
BACK
r
15'R
U
6" PVC SAN. LATERAL
o
15'R I
o �::
C;;'-,
protection of utility structures and facilities, their
a_
rn
3.50R
Z
110
o r S 00' 'OD"N
N m m 9E 19t ,
I !o
1
°
I
T35
a
!
CK
a
r� Mt'J=
O <iQ�
° I°
SITE WORK GENERAL NOTES AND SPECIFICATIONS
N °
I
I I
.�
.
o! I 1 f 0N -
---
--
-
°
0! to 18
N
I dfI
aI
I N
3.1 111.67' 30.16' a 20'
W
o uNesr 0 15.00' 15.00' M0=O a6 33.51' 37.34' 6o� 12.69
O (n LO M
�,, uxAoo' i� 0 o _- IS 000000 W 0 �"`" ' 11,119.50' Concrete Area
LIJ
oO 1 .71 5R O
O
16.6 5.50'R 1 'Ro p o 38.00'
C\J,(TYP_ OO50'R
10 Q' 2O o I ! I O o
32.58 % ' S 18.00' 18.00
V o 12.00' 1` .119.50' .
� 12.00' S 00'00'00" W 353.83' 3.50 °
�INoTO 17 vo10•Ri I I I 0
10'
2.0°,2.50' -Cl,I II I l l l l i l l
0'
012.0'S00'00'00"W `'S 000000 W -
1
I
\~ .r-• 6: - Y • -8 'W--- -� -- ei-'-IV
iI- ----- - \-8'W--- -- --- --- --- - ---- �
-�
-
-- --
fI( '
W
---l- J-
I
1I
O
353.83' 51.50,2.00'
12.00'
4'RR
p O O °
24.00'
BACK TO p
BACK57' COMME1E ROLL -TYPE CURB! WTm
EX 1e Rl;P EX le RCP -
1
0) L1�0273' ,
co
N CONCRETE ROLL -TYPE CURB a GUTTEI<4:1----EX. 36'x60' OCCUPA QW -B'W 5'R
5'R 5'R
0 o ° ' o 2 p O
�10.0010.00'
5, BAK TO
Ie
i
jI
�ol
19 00'00'00"
co I
35.00'
II IC
a a ml
(
I i 0
E
ca
w e'w-- KI'w I �, ❑
En C14
K
w cfl
O
CD
Southwest corner of the Southwest Quarter of
Section 8, Township 17 North, Range 4 East
(Found Harrison Marker)
-f--
LL_
O
!
CK
w
r� Mt'J=
O <iQ�
SITE WORK GENERAL NOTES AND SPECIFICATIONS
o
�� �� ZN'?Z'
�v�• �• O�
O
of
NO
AND PERMITS
�
e
1.
The Contractor shall coordinate and confirm with Owner that
~"
F-
0
all permits and approvals are obtained from the respective
private, City, County and State agencies prior to starting
0
construction.
J
2.
Z
PROTECTION SERVICE INC., 1-800-382-5544, and all other
O
utility companies to locate all mains, conduits, service
CONNECT TO EXISITING
BACK
r
15'R
U
6" PVC SAN. LATERAL
2'4 CONC. PARKING
LIGHT BASE (TYP.)
15'R I
o �::
C;;'-,
protection of utility structures and facilities, their
a_
I—
support and maintenance during construction (in cooperation
�- _ _
MARIE
DRIVE 114.69' o
~
S 00'00'00" E 353.83'
the Contractor in the performance of the Contract and in the
preparation of the bid. The Contractor shall notify the
--
r7
Y
U U
_
571.25'
ASPHALT STREET
plans or in the field before work is started or resumed.
m m
-
---- -
- - - -
oK
and coordination of all construction with respective utility
�ol
19 00'00'00"
co I
35.00'
II IC
a a ml
(
I i 0
E
ca
w e'w-- KI'w I �, ❑
En C14
K
w cfl
O
CD
Southwest corner of the Southwest Quarter of
Section 8, Township 17 North, Range 4 East
(Found Harrison Marker)
SITE PLAN NOTES
1. All radii and street dimensions shall be measured to back of
roll curb and chairback curb or face of integral curb and
walk.
2. All radii to be 5 feet unless otherwise noted.
3. Bearings, dimensions and easements are shown for reference
only. See record surveys and plats for exact information.
Boundary information provided by CUSTOM FACILITIES, INC.
_ and has not been confirmed by Earthscape
Engineering Corp. Earthscape Engineering Corp. makes no war-
ran",es as to the accuracy of this boundary.)
4. Exi:;ting concrete rubble, tree stumps, trash and debris
are to be disposed of in a legal manner offsite.
5. See Architectural Plans for details of buildings and build-
ing dimensions.
6. All parking areas to be curbed with 2 foot chairback curb,
roll curb or integral curb and walk as shown.
7. All parking stalls shall be 10' x 18', 9'x 20' or 9' x 18' where adja-
cent area allows 2 feet overhang. Where integral curb and
walk is adjacent to a parking stall, two (2) feet of sidewalk
shall be utilized as parking area overhang.
8. For details of street improvements, see sheets N/A
Site Address:
3900 East 96th Street
Indianapolis, Indiana 46280
Clay Township, Hamilton County
V)
O
V)
W
-f--
LL_
O
!
CK
w
r� Mt'J=
O <iQ�
SITE WORK GENERAL NOTES AND SPECIFICATIONS
o
�� �� ZN'?Z'
�v�• �• O�
O
of
NO
AND PERMITS
�
e
1.
The Contractor shall coordinate and confirm with Owner that
~"
F-
0
all permits and approvals are obtained from the respective
private, City, County and State agencies prior to starting
0
construction.
J
2.
Z
SITE PLAN NOTES
1. All radii and street dimensions shall be measured to back of
roll curb and chairback curb or face of integral curb and
walk.
2. All radii to be 5 feet unless otherwise noted.
3. Bearings, dimensions and easements are shown for reference
only. See record surveys and plats for exact information.
Boundary information provided by CUSTOM FACILITIES, INC.
_ and has not been confirmed by Earthscape
Engineering Corp. Earthscape Engineering Corp. makes no war-
ran",es as to the accuracy of this boundary.)
4. Exi:;ting concrete rubble, tree stumps, trash and debris
are to be disposed of in a legal manner offsite.
5. See Architectural Plans for details of buildings and build-
ing dimensions.
6. All parking areas to be curbed with 2 foot chairback curb,
roll curb or integral curb and walk as shown.
7. All parking stalls shall be 10' x 18', 9'x 20' or 9' x 18' where adja-
cent area allows 2 feet overhang. Where integral curb and
walk is adjacent to a parking stall, two (2) feet of sidewalk
shall be utilized as parking area overhang.
8. For details of street improvements, see sheets N/A
Site Address:
3900 East 96th Street
Indianapolis, Indiana 46280
Clay Township, Hamilton County
V)
O
V)
W
-f--
LL_
O
CK
w
r� Mt'J=
O <iQ�
SITE WORK GENERAL NOTES AND SPECIFICATIONS
�� �� ZN'?Z'
�v�• �• O�
O
NO
AND PERMITS
J
1.
The Contractor shall coordinate and confirm with Owner that
~"
F-
0
all permits and approvals are obtained from the respective
private, City, County and State agencies prior to starting
0
construction.
J
2.
The Contractor shall contact INDIANA UNDERGROUND PLANT
PROTECTION SERVICE INC., 1-800-382-5544, and all other
utility companies to locate all mains, conduits, service
lines, ect. in the construction affected area. Existing
utility structures are shown here in accordance with avail-
U
able information at the time of design. The location and
C>
protection of utility structures and facilities, their
a_
I—
support and maintenance during construction (in cooperation
SHEET:
with applicable utility), is the express responsibility of
2
the Contractor in the performance of the Contract and in the
preparation of the bid. The Contractor shall notify the
Engineer of any changes, errors or omissions found on these
plans or in the field before work is started or resumed.
3.
It shall be the Contractor's responsibility for notification
and coordination of all construction with respective utility
companies.
4.
It shall be the responsibility of the Contractor to maintain
quality control throughout the project; failure to do so may
result in removal and replacement of the defective work. It
is recommended that the Contractor have a qualified supervi-
sor on the job site at all times during construction.
5.
It is essential that the work to be done in conjunction with
this project be installed according to these specifications.
The Engineer will be required to certify to certain portions
of this project upon completion. Therefore, it is necessary
to obtain approval and acceptance by the appropriate govern-
mental agencies that construction was done in compliance with
these plans and specifications. Any damaged or defective
work will be the Contractor's responsibility to correct or re-
place. All changes or discrepancies in plans to be reviewed
with Engineer prior to implementing changes field.
SITE PLAN NOTES
1. All radii and street dimensions shall be measured to back of
roll curb and chairback curb or face of integral curb and
walk.
2. All radii to be 5 feet unless otherwise noted.
3. Bearings, dimensions and easements are shown for reference
only. See record surveys and plats for exact information.
Boundary information provided by CUSTOM FACILITIES, INC.
_ and has not been confirmed by Earthscape
Engineering Corp. Earthscape Engineering Corp. makes no war-
ran",es as to the accuracy of this boundary.)
4. Exi:;ting concrete rubble, tree stumps, trash and debris
are to be disposed of in a legal manner offsite.
5. See Architectural Plans for details of buildings and build-
ing dimensions.
6. All parking areas to be curbed with 2 foot chairback curb,
roll curb or integral curb and walk as shown.
7. All parking stalls shall be 10' x 18', 9'x 20' or 9' x 18' where adja-
cent area allows 2 feet overhang. Where integral curb and
walk is adjacent to a parking stall, two (2) feet of sidewalk
shall be utilized as parking area overhang.
8. For details of street improvements, see sheets N/A
Site Address:
3900 East 96th Street
Indianapolis, Indiana 46280
Clay Township, Hamilton County
V)
O
V)
W
-f--
LL_
O
CK
w
O
O
W
J
L_L1
~"
F-
0
J
0
0
J
Cl-
Q
m
U
Z
C>
a_
I—
o
SHEET:
2