HomeMy WebLinkAbout04080060 116th Street Center, Grading PlanNOTES:
1. SEE SHEET "C204" FOR SOIL EROSION CONTROL INFORMATION.
2. SEE SHEETS "C801", "C802" AND "C803" FOR SITE DETAILS.
3. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT CITY OF CARMEL STANDARD SPECIFICATIONS,
LATEST EDITION.
5. MAXIMUM LAWN SLOPE IS 3 :1.
6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES
TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE
AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES
ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION
WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED
RESPONSIBILITY OF THE CONTRACTOR.
7. TC TOP OF CURB TOP OF CASTING.
8. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
r
846.59 FP
847.09 TC
PROPOSED
FINISHED PAVEMENT ELEV.
TOP OF CURB ELEV.
STORM SEWER
STORM INLET
PIPE END SECTION
UNDERDRAIN
STRUCTURE NUMBER
SPOT ELEVATION
LEGEND=
02.9 FINISHED GRADE ELEVATION
EXISTING
SPOT ELEVATION
CONTOUR
MANHOLE /INLET
INLET
PIPE END SECTION
AREA /STREET LIGHT
TELEPHONE RISER
ELECTRIC RISER
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
WATER LINE
WATER VALVE
FIRE HYDRANT
WATER METER
GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE /BUSH
EVERGREEN TREE /BUSH
TREE /SHRUB LINE
*PER ROAD PLANS
ROADWAY GRADES PER PLANS FOR
THE 116TH STREET ROAD REHABILITATION
PROJECT
844.92 FP
845.82 TC
x
x
x
846.09 FP
846.59 TC
846.24 FP
846.74 TC
845.64
co
cn
CO
1
Basin: 706
A 1.03 ac
Cn 94
Tc= 6.3 min
010 275 cfs
844.30 FP
844.80 TC
0
ci
844.92 FP
0.
0
1
8 44.30 FP
844.80
846.85 FP
847.35 TC
846.57 FP
847.07 TC
845.16 FP
845.66 TC
845.31 FP
845.81 TC
18"
T
EXISITNG 12" C
FINAL GRADING OF THE ENTRANCE
AT THE EXISTING /PROPOSED ROADWAY
WILL DEPEND ON THE STAGE OF ROAD
ST T18N -WHLEN .S DEVELOPED
DEVELOPED
845.31 FP
845.81 TC
2%
845.31 FP
845.81 TC
P
845.56 FP
846.06 TC
845.56 FP
846.06 TC
846.06 FP�
846.56 TC AC
0
STORMTECH,UNDERGROUND a
STORMWATER STORAGE UNITS
STORMTECH UNDERGROUND
STORMWATER STORAGE UNITS
845.71 FP
846.21 TC
2%
845.71 FP
845.21 TC
STORMTECH UNDERGROUND
STORMWATER STORAGE UNITS
of 11
845.71 FP
845.21 TC
846.11 FP
846.61 TC
847.02 FP
847.52 TC
FINISHED FLOOR
ELEV.= 847.77
844.60 FP
845.10 TC
N89'09 48 E 231.29
846.54 FP
847.04 TC
846.11 FP
846.61 TC
846.11 FP
846.61 TC
847.09 TC
847.02 FP
847.52 TC
0.5%
846.99 FP
847.49 TC
846.99 FP
847.49 TC
Parcel III
2%
2%
846.99 FP
847.49 TC
846.99 FP
847.49 TC
847.49 T C
Parcel 11
846.99 FP
847.49 TC
231.29'
2
O p1.29'
2%
846.99 FP
847.49 TC
Parcel 1
*PER ROAD PLANS
846.59 FP
847.09 TG._
S89'09'48"W 182.79'
846.99 FP
/18 17. TOE
o¢
w
ct
m
18"
N
3.8%
845.82 FP
846.32 TC
846.99 FP
847.49 TC
FINISHED FLOOR
ELEV.= 847.77
OUL
Basin: 709
A 1.04 ac
Cn =94
Tc 5 min
010 2.80 cfs
FINISHED FLOOR
ELEV. 847.77
846.41 FP
846.91 TC
7 116th STREET
844.98
N89'09'48 "E 231.29'
S
b
c
t-
O
89'371'0874W
38.43'
.49
EXISTING 18 "C
FINAL GRADING OF TH
AT THE EXISTING /PRO
WILL DEPEND ON THE
CONSTRUCTION WHEN
ENTRANCE
O SED ROADWAY
S TAGE OF ROAD
ITE IS DEVELOPED
ROADWAY GRADES PER PLANS FOR
THE 116TH STREET ROAD REHABILITATION
PROJECT
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0
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REVISIONS
„,11 rii
o No p
1 19864
STATE OF Q
i (5 /ND IANP.
OVAL C"
iill111 W\
NORTH
SCALE: 1 30'
DRAWING: 2308202
DATE: 08/18/04
PROJ. NO.: 2308
DRAWN BY: MG
SHEET NO.:
C202
TUBE FILE
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