HomeMy WebLinkAboutC300 Grading PlanE
DONT
DIG
BLIND
pam
891_
891.7
91.12
91.16
890.9
891.9
891.4
M_EG.
MEIU
892.0
m i 891 91 `8 IT1 .86 891.8
s: ys.T.
892.80
SECTION
890.50
890.4
889 -9
I :1:Z•nrsi
890.07
T.C. 890.70
NUM
END SECTION
T.C. 890.65
P; 1
M.E.G.
M.E.G.
890.3
END SECTION
END SECTION
DETENTION
BASIN
100 YR_
LEV_ 88
"HOLEY MOLE('
W
1- 800 -382 -5544
CALL. TOLL FREE
MAYFLOWER PARK
LOT 1, BL CK 5
j
r-
1.0
1
CO
I'
t
1
0
N
V RP
1
cri
(392
�o•
TBM 1
ELEV. 892.82
Xcb
--8so-
MAYFLOWER PARK
BLOCK 6
MAYFLOWER PARK
BLOCK 5
mo o-
i
f
END SECTION
1 1
4
T.C. 89
0
x
I 7 TC 888.81
EX
J
'O)*, 404,
1
w b`b &4
6
1
1
1
1
f
4t- CO
Q.
a
i o
CO
1
T.C. 889.81
1
1
1
1
1
1
BENCHMARKS
LEGEND
EXISTING PROPOSED
7 4 9
D
0
0
7
L
(1 oo
0
SD
GENERAL NOTES
30
60
GRAPHIC SCALE IN FEET
CONTOUR UNE
SPOT ELEVATION
STORM CURB INLET
STORM INLET
STORM MANHOLE
SANITARY MANHOLE
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
STORM SEWER
CONCRETE END SECTION
MATCH EXISTING GRADE
1.) PROVIDE POSITIVE DRAINAGE IN ALL AREAS_ PAVING CONTRACTOR
SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION
AND CORRECT.
90
749
1,22
2.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING
FEATURES AS NECESSARY.
3.) ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE
EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL
4.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB
AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM_
5.) THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE
WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS
AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE.
6.) THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR
SHALL INSTALL THE FNISH GRADE AT 1/2" BELOW PAVEMENTS WHEN
SHEET DRAINAGE IS PF:OPOSED ACROSS THAT SEEDED AREA.
7.) ALL AREAS WHERE THr `XISTING PAVEMENT OR PAVEMENTS ARE
DAMAGED DURING CONS "JCTION FROM TRAFFIC BY THE GENERAL
CONTRACTOR, SUBCONkRACTORS OR SUPPLIERS, SHALL BE RESURFACED
OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER
THE CONSTRUCTION WORK IS COMPLETED.
8.) T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A
STRUCTURE WHEN STR!"CTURE IS NOT A CURB INLET. T.C. SHALL
INDICATE TOP OF CURB: WHEN STRUCTURE IS A CURB INLET_
OR
w
M.E.G.
MBM 4: NW CORNER OF THE NORTH MOST LIGHT BASE IN THE OLD BILL ESTES CHEVROLET SITE, ELEV.= 888.24
TBM 1: CUT `X" IN SOUTH SIDE OF UGHT BASE, FIRST LIGHT FROM SW CORNER OF PARKING LOT NORTH OF
LOT 3 SITE, ELEV. =892.82
BROWNING
DAY MULLINS
DIERDORF
/ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
334 North Senate Avenue
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E -Mail: bdmd @bdmd.com
Browning Construction
Construction Manager
251 North Illinois Street Suite 220
Indianapolis, Indiana 46204
P: 317.630.3661
F: 317.630.3664
E -Mail:
Woolpert, LLP
Civil Design
7140 Waldemar Drive
Indianapolis, Indiana 46268 -4192
P: 317.299.7500
F: 317,291.5805
E -Mail:
Steel Services Inc.
Structural Contractor
6007 South Harding Street
Indianapolis, Indiana 46217
P: 317.783.5255
F: 317.783.5256
E -Mail:
Structural Design Inc.
Structural Design
337 Main Street Suite A
Beech Grove, Indiana 46107
P: 317.822.0204
F: 317.822.0206
E -Mail:
Edwards Electrical Mechanical
Mechanical Contractor
6831 East 32nd Street
Indianapolis, Indiana 46226
P: 317.543.3460
F: 317.543.3479
E -Mail:
Vector Consulting
Mechanical Design
212 West 10th Street Suite D395
Indianapolis, Indiana 46204
P: 317.632.4444
F:
E -Mail:
Barth Electric Company, Inc.
Electrical
1934 North Illinois Street
Indianapolis, Indiana 46202
P: 317.924.6226
F: 317.923.6938
E -Mail:
DESIGN
DEVELOPMENT
ACES POWER MARKETING
OFFICE BUILDING
Carmel, Indiana
Project: 03061
Drawn: PJD
Checked: GSS
Scale: 1'
Issue Date: 05/26/04
Revision:
GRADING PLAN
C300