HomeMy WebLinkAbout05060041 C202 Site Grading Plan1 I ii
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NO SANITARY MANHOLE
INV, ELEV. 843,04
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50.00 \r
52.80
49.50 1 t 2.80
52.30
wit 4r,
53.60
52.40
51.90
51.00
51.00
50.30
49.80
50.10
STORMTEC ISLAND (WEST)
STORMTCCH UNDERGROUND STORAGE
29 ROWS x 12 CHAMBERS (140'x90')
AN 9 RIWS x 4 014 8 R (45 x30')
80 0K4 I UNI 3.50
2YRFL _43..:
10 +1 844.7
ELI I 7 V. 146. 2
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ING
15
51.80
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49.45
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5.75
53.35
52.20
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50.60
50.10
51.00
STREET "8"
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49.10
48.60
50.10
50.00
50.40
48.90
52.70
48.35
50.00
49.50
50.00
49.50
50.00
49.50
47.00
46.50
50.65
47.10
STORMTEC ISLA 0 (EAST)
STORMTECH UNDERGR ND STORAGE
f 19 ROWS o x 11 CHAtu ERS (91'x80')
RQ OM UNI R 8 2.95
2 FL Ea.= 43.0
10 ;=L E 3.7
00 FL D t 11, r 844. 1
49.60
50.00
49.80
47.60
48.70
4).50
49.00
y
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48.00
4_SSD
50.50
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ELEV. 7=e 851.54 1 J
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49.80
49.30
44.70
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EXIST. INLET
1.C, ELEV. 849 77
INV. ELEV. 843 72
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a x e 853 852-
0/
0
400
%C
849
XISTING SANIT RY MANHOLE
G vy T C ELE 84 99 G a
xQ �BE-NCR HALL ELEV. 835.99,
INV. 8" PVC E. 835 56 X
INV 8" PVC W. 835.51
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846.59
847.09
NOTES:
02.0
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FINISHED PAVEMENT ELEV.
TOP OF CURB ELEV.
1. SEE SHEET "C205 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
RESPONSIBIUTY OF THE CONTRACTOR.
7. TC TOP OF CURB TOP OF CASTING.
8. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
ALL DOSTING WELLS AND sync MUST BE ABANDON
PER LOCAL AND COUNTY REGULATIONS
PROPOSED
FINISHED GRADE ELEVATION
STORM SEWER
STORM INLET
PIPE END SECTION
UNDERDRAIN
STRUCTURE NUMBER
SPOT ELEVATION
=LEGEND=
PROPOSED 21" RCP
BY EQUICOR
PROPQSED 18" RCP 0 (PER PLAM
UGE
EXISTING
SPOT ELEVATION
MANHOLE/INLET
INLET
PIPE END SECTION
AREA/STREET LIGHT
TELEPHONE RISER
ELECTRIC RISER
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
WATER LINE
6" WATER VALVE
6 FIRE HYDRANT
6" WATER METER
O
ui
ITA
GAS VALVE
GAS METER
DECIDUOUS TREE/BUSH
EVERGREEN TREE/BUSH
TREE/SHRUB LINE
0
0
0
co
0
0
to
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cn
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(c)
REVISIONS
1/11/06 REVISED PER COMMENT
LETTER DATED 1/10/06 AND ADDED
SHEET C402 MG
c-S\.1. f... "1 1 14n 1 1 7 17
fl
NORTH
DRAWING: 2308202
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: mg
SHEET NO.:
C2O2
"UBE FILE