HomeMy WebLinkAbout03100005 Construction Plans for National Bank of Indianapolis pg. 4i
7
zs Row, SUITE E PHONE: 317-244-1968
INDIANA 46241 FAX: 317-244-1969
PROPOSED SITE LEGEND:
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DESCRIPTION:
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EXISTING ASPHALT
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PE880303
7 I. STATE OF
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DATE: 10/02/2003
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BEEHIVE INLET
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REBAR FOUND /REBAR SET
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CURB INLET
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POWER POLE
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DECIDUOUS TREE
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GUY WIRE
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CHKD. BY: R R H
SCALE: 1" 6 D
DATE: 1 0/0 2/0 3 J
PROJECT NUMBER
03 -188
DESIGN PHASE
DEVELOPMENT
PLAN NUMBER
C2.1
SHEET OF
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PROPOSED SITE LEGEND:
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DESCRIPTION:
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EXISTING ASPHALT
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WATER VALVE
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FIRE HYDRANT
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EXISTING CONCRETE
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SIGN
TEMPORARY BENCH MARK
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BEEHIVE INLET
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INLET
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REBAR FOUND /REBAR SET
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DRAINAGE MANHOLE
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CURB INLET
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DECIDUOUS TREE
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CONIFEROUS TREE
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TELEPHONE PEDESTAL
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OVERHEAD ELECTRIC LINE
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TRAFFIC POLE
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UNDERGROUND ELECTRIC
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SANITARY MANHOLE
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UNDERGROUND TELEPHONE
BORING
WATER LINE
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STAND PIPE
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GAS LINE
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PROPOSED SITE LEGEND:
DESCRIPTION:
DETAIL /SH.
LIGHT DUTY PAVEMENT
DETAIL 01 /C7.0
HEAVY DUTY PAVEMENT
DETAIL 02/C7.0
f
RIGHT -OF -WAY PAVEMENT
DETAIL 03/C7.0
V
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CONCRETE PAVEMENT
DETAIL 04/C7.0
AO
6" CONCRETE CURB
DETAIL 05/C7.0
0
24" CURB AND GUTTER (TYPE II)
DETAIL 06/C7.0
CONCRETE CURB AND WALK
DETAIL 07/C7.0
QD
HANDICAP SYMBOL
DETAIL 08 /C7.0
EO
HANDICAP RAMP
DETAIL 09/C7.0
0
HANDICAP SIGN
DETAIL 10/C7.0
0
RETAINING WALL
DETAIL 11 /C7.0
0
PRECAST CONCRETE PARKING BARRIER
J
DETAIL 12/C7.0
5 00'18'30" F
52.85'
POINT OF
BEGINNING
14.824± ACRES
645,735.0 SQ. FT.
15' GREENBELT
LINE
A
N 8844'24" E
100.84'
A
451
V (37-5 6g �2 1`2
569 4,2: G 5Q
LOT 4
NORTH LINE NW 1/4, SEC: 7N 1 3E .Q --5 �R•E
N 8'05'48" E 755.23' (M 754.99' (0)
i
88'48'29" E
r
381.62'
15' GREENBELT, S.S.,
D. U.E.
BLOCK "A"
11.335± ACRES
493,746.0 SQ. FT.
LOT 3
VARIABLE WIDTH S.B.L.,
I /E. D. U.E.
COMMON AREA
35' 5.5. U.E.
15' GREENBELT,
S.B.L., D. U.E.
S 89'0 '48" W 506.04'
EXISTING 0' REGULATED DRAIN
1
1
A
21.77'
34'22'06" E
R(ENBELT
LOT 2
5' G
LINE
N 16 °15
52.10'
4
N 89'05'48" E 2155.43'
R /W
97.05'
N 00'56'59'44-
71.04'
N 00'
30.00
V3` TN,
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l a
35' S.S. U.E.
e
N 65'V'18" W
28.28'
N 24 \02'42" E
28.28'
N 11°02'40" W
52.99'
35' S.S. U.E.
A
I
■4
N 6V57'18"
21.21
32' S.B.L., 1
D.
PARK NORT WESTERN
PLAT BOOK 8,z AGE 1 28 -1 32
0 -8
CA W
m
PORTION OF LOT
PARK NORTHWESTERN
Plat Book 8, Poges 128 -132
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•MD IM
LOT 1
11
41
NOR [HEASThCORNER;
NORTHWIST 1 /4,
SEC; 7N R3E
RAILROAD SPIKE FD.
10' GREELEEL` LINE_
moMaN/MM/M OM Ma.
S 89 0'48-
204.94'
20' D. U.E.
CURVE DATA
36'22'48"
R 2.38.90'
l 78.50'
L 151.69'
Ch B rg S71'30'33 "W
Ch L 149.15'
MN, alle
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SITE LAYOUT NOTES
1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR
LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.
2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE
NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS.
3. ALL DIMENSIONS ARE TO EDGE OR PAVEMENT OR FACE OF CURB, WHERE
APPLICABLE.
4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE
FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE
ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR
SHALL CONTACT THE ENGINEER IMMEDIATELY.
6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS
AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING
PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE
DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY
SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW
ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
7. ALL EXCAVATED AREAS TO BE SEEDED AND /OR SODDED AFTER FINISH
GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS
SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1 FROM
PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE
GRASS SEED HAS BEEN PLANTED.
8. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS
WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE
DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING
CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE.
9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY
BACKFILLED WITH GRANULAR BACKFILL.
10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS.
N OTE:
Survey and boundary information provided
by AMERICAN CONSULTING, INC.. Survey
dated 11/15/02.
Cornwallis Ln a
VICINITY MAP
NOT TO SCALE
"DON'T
DIG
BLIND"
IN FEET
1 inch 60 ft.
"HOLEY MOLEY"
SEZ:
NORTH
"IT'S THE
LAW"
INDIANA UNDERGROUND PROTECTION SERVICE INC.
CALL TWO WORKING DAYS BEFORE YOU DIG
'I 800 -382 -5544
CALL TOLL FREE
1 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
UTILITY STATEMENT:
The underground utilities shown have been located from field survey
information and existing drawings. The surveyor makes no guarantees
that the underground utilities comprise all such utilities in the area,
either in- service or abandoned. The surveyor further does not
warrant that the underground utilities shown are in the exact location
indicated although the surveyor does certify that they are located as
accurately as possible from information available. The surveyor has
not physically located the underground utilities.
1