HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 03846.59
847.09
0 2.01
Ina
MI* MN. QUINN OWN" AMID
PROPOSED
4
FINISHED PAVEMENT ELEV.
TOP OF CURB ELEV.
NOTES:
STORM SEWER
STORM INLET
PIPE END SECTION
UNDERDRAIN
STRUCTURE NUMBER
SPOT ELEVATION
-LEGEND=
FINISHED GRADE ELEVATION
5. MAXIMUM LAWN SLOPE IS 3:1.
EXISTING
x
LIGE
w- -0- 6"
-(3
6 C.;
I
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.
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
4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED
IN ACCORDANCE WITH CURRENT CITY OF CARMEL STANDARD SPECIFICATIONS,
LATEST EDITION.
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 ON 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.
4)'
UGE
50.01
I'
I 1
x
o•
Ln
us
50 61
STRFE
53.60
7 77
52.90
s
42. UGE --7 tiGE
I r
1------- r v _AV__
4 I
4GE-
52.40
53'.75
5,3.25
2
0 0
OD 1"0
00
LL)
0
N
t7)
51.90
51.00
51.00
51.00
52.20
49.50
(1,
"t,t.
50.30
49.80
50.60
50.101
0
50.60
50.10
0E/T Hild•I•IP
50.30 RE E. "B"
49.80 48.60
STORMTE: (WEST)
§TORMIECH UN:ER ND STORAGE
29 ROWS x 12 CHAMBERS 140')•(901
ANII 9 RCWS x ,4 CH ER (45 30')
BOTTOM Or UN!
11-
1 YrU c f l izO E E V 7, 184 1 3 :p
2
61111
@IBEIE
mmins•s••••••••••massuas••
49.10
49.18
21
EJ
50.10
50.00
52.20
50.40
48.90
EAST 116th STREET..:
46.50
46.00
48.35
[Ai
cr: I
47.60
50.65
71
42
48.70
50.00
50.00
50.00
49.50
50.10
SIRE
1 BUILDING L
STORMTEC ISLA D
STORMTECH UNBERORbUND STORAGE
19 ROWS 11 C S
8Q:oM c: 2 FLO El 3.0
0 Y4 FLOD E 43.7
FL B4-4. 1
t L
7.T17.11
47.10
48.00
849--
co
03
cri
50.501
51.10
50.00
48.50
48700
49.80
INV. ELEV. 843.04
1
c
//1
I
II
II
11
11 LI;
II
I
1
III II
0 11
1 /I,'
l i t /2 --_-.7 /1 /ill
I
IIII
I IN I I
III
1 111 II
II
I I II 0
iill 81 c) N 1 1
/III 8 1 up
0 /I
V-
till pi
IIII II /1/
11 I /1
ilil
III
l in
3 i llifil iIiIII
I i 1 II
B 1 1 !1 1 l 11 11
ti- ii 11
411 1
I
A')
r.
x UGE
(-c.)
t?
f-UGT
7
NG SANI i'ARY MANHOLE-
EXIST. INLET
T.C. ELEV. 849.77
ELEV 84332
II
II
II
851
X
-V
-X
x 51:
x`k
01E/T
,-•c XI NG SANIT RY MANHOLE
.7 TO ELE `..---84.99 ,0
__BRCTICYAIL ELEV. 35Y9
NV. 8' PVC E 835.56 x
NV, Er PVC W. 835.51
oIEfr
C'D
7
48.40
47.90
47.801
49.30
49.80
49.30
7
X
s._
To!)
WS'
0 3::
0_ 0
0 LI-
0
LU
LLI
LU
REVISIONS
SCALE: 40'
DRAWING 2308202
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY- mg
SHEET NO.:
C2O2
TUBE FILE
NORTH