C200ehverity
E N G I N E E R I N G
9229 Delegates Row, Suite 150
Indianapolis IN 46240
$Q
(dirt @ .tone)
PARK EAST GARAGE
(UNDER CONSTRUCTION)
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LIMITS
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OVERALL SITE PLAN
SCALE: V = 40'
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Pad
CONSTRUCTION LIMITS
Basemen) �aB V
RIm=838.e7n
6
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1-833.36
Concrete
Pad
RIFF=838.7-
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I=833.3
—Baeemem vent Concrete,
Rm-838.74 Pad
Inv-832.24
NASH
BUILDING
] (EXISTIPTMPae _
Basement Vent
Rim-838.77
Inv-832.40 Basement Vent—.
Rim=838.71
Inv=833.40
Concrete
Pad
Basement Vent--_
Rim-838.75
Inv-833.39
Concrete
Pad
Trench Drain
111-832.6
1-831.3 A
Slgn
LIMITS _�Q(
3roas) Da
(concrete walk)
i GY.rhead
BMIltling
/,
`F.F.E. = 839.99
® 2-81ory Brick
BatlEing
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Meier r9—Gas Male.
/Meg Nail Found
(typical)
B' wooden
OPark 1 fence
0—Elechio Meier
Bones
6" Choi—k (gross)
Curb
OVERALL
SITE RCH
N
0" Brick Wall
10 (typal)
Faund
W
■
w
z_
W
19
Q
mn
(asphalt)
SITE LAYOUT NOTES 317.706.2075
www.enverityENG.com
1. ALL DIMENSIONS IN CURBED AREAS ARE FACE TO FACE OF CURB.
ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. Engineer:
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2. ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW ``""IoutB°IImfFI(/F°j
PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING i No. _
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD s 910023
DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL o STATE OF r�
FIELD CONDITION, THE CONTRACTOR SHALL CONTACTAIE IMMEDIATELY. 0
4. SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS. ***S S1, ON
X'Xnununnu t `uao
5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING ��
CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, y�
OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR
ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED.
6.
7. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
8. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO RIGHT-OF-WAY LINES OR
PROPERTY LINES, UNLESS OTHERWISE NOTED. C ❑
9. DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY
AND LOCAL CODES. SEE PLAN FOR LOCATION AND DETAIL SHEETS FOR
SPECIFICATIONS. ❑ I^^�l`,
10. SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND CURB DETAILS. U�
11. ENDS OF ALL CURBS SHALL BE CHAMFERED.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL I�J�
AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL,
STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL IL
BE PER DIRECTION OF AGENCY.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, KEY PLAN
AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR
SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE OVERALL SITE "A"
CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A SCALe NTS
REQUIRED MINIMUM. P AN NORTh
14. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT Developer:
THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT P E C O R
MATERIAL.
DEVELOPMENT CO.
LEGEND
INDICATES CONSTRUCTION LIMITS — — — — — — — _ _ _
PARKING COUNT
PROPOSED PARKING
154 REGULAR SPACES
6 HCAP SPACES
160 TOTAL SPACES
Project:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND a THE SOLE
o DISTRIBUTOR TO OTHER PAR PARTIES IS NOT m BE CONSTRUED FS
NATION COINTELLECTUAL NTAINEDH HEREIN CONSTTLTESERTY RIGHTS OR OTHER STBRVED RIGHTS ALL
E ORIGINAL ME
TECT, IAMES R. STU—N, AND
PEDCOR DESIGN GROUP
PUBLISHED WORK OF CLLCC NIO PART OR WHOLE OFFTH. DESIGN.
PORTIONS NG OR BUILDINGS MAY BE
DUPLICATRFCOPIEDDROT"ERWEXHIBIIEDBTHE RESUI-TING HIOTOGRPPHEO. PUBLISH RTM
ST RC
STIIS
CII AND PIEDCOR E9 GNOGROUP,ULC,®COPYMy nRIGIrtp155 R.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
Gv09n7
Drawn By Checked By
DBH I DBH
Last Revision Date
Sheet Title:
Overall Site Plan
Sheet Number:
7
' 4belog
Is C200
Know what'w.
Call before you dig.