HomeMy WebLinkAbout12080008.70 +00
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STORM LINE EX to STR #6 PROFILE
SCALE: 1"=20 HORIZONTAL; 1"-5' VERTICAL
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FULL DEPTH BACKF ILL
FULL DEPTH BACKFlLL
FULL DEPTH
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87 Ift of
2" HDPE
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1 of _12 HDPE
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INV- 823.60 I
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1NV 82311
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- -25 lit of _t 5" HDPE
- INV = 822.0
-- - - - -- -
820
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INV =82
.25
820
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=822.
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INV= 818.95
1NV =815:20
815
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0 +00
0 +50
1 +00 1 +50
2 +00
STORM LINE EX to STR #6 PROFILE
SCALE: 1"=20 HORIZONTAL; 1"-5' VERTICAL
0 +00 0 +50 1 +00 1 +50 2 +00
STORM LINE EX to STR #6 PROFILE
SCALE: 1"=20 HORIZONTAL; 1"-5' VERTICAL
t
.42
01.95 N4981.43
255 E:5205.42 1
LEV: 825.0
EVERGQICY OVERflOw
CREST RIVATION = 827.5
8 TONS 6' REVETMENT RFW
over 15 syd GEOTE)MLE FABRIC
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STR #1 7N:49
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STORM LINE EX to STR #6 PROFILE
SCALE: 1"=20 HORIZONTAL; 1"-5' VERTICAL
t
.42
01.95 N4981.43
255 E:5205.42 1
LEV: 825.0
EVERGQICY OVERflOw
CREST RIVATION = 827.5
8 TONS 6' REVETMENT RFW
over 15 syd GEOTE)MLE FABRIC
DETENTION BASIN GRADING
SCALE: 1 " =20'
STR IX
CATCH BASIN
TOP: 822.95'
4 -0' DEPTH
O
W
STR #1 7N:49
1.49
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T Cstg= 824.00
825.0
22.50 922
E:5197.04 :5201.
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CREST
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3.20
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ELEV: 825.4
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DETENTION BASIN GRADING
SCALE: 1 " =20'
STR IX
CATCH BASIN
TOP: 822.95'
4 -0' DEPTH
O
W
1.49
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•.03
825.0
22.50 922
E:5197.04 :5201.
ELEV:825.0 £
CREST
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3.20
DETENTION BASIN GRADING
SCALE: 1 " =20'
STR IX
CATCH BASIN
TOP: 822.95'
4 -0' DEPTH
O
2 +50
BMP, INC MODEL
18R SNOUT
15" OUT TO
15" IN FR STR #EX
STR #2
STEPS 16" o/c
3 +00
ORIFICE PLATE
FORMED TO
MANHOLE I.D.
EAST JORDAN 1710 FRAME w/
TYPE 0 BEEHIVE GRATE
8"
15" OUT & 6" ORIFICE = 822..
---ORIFICE PLATE
8"
-T-
STR #I C2 -48 OUTLET CONTROL
SCALE: NONE
LOW ELEVATION = 824.00
3 +50
1/4" STEEL PLATE
r-- 30.. --1
36' ,
6" DIA
ORIFICE
12"
ORIFICE PLATE DETAIL
SCALE: NONE
4 +00
4 +50
12" OUT TO
STR #BMP
15" IN
STR #3
POURED IN
BENCHWALL
EAST JORDAN 1710 FRAME w/
TYPE A SOLID COVER
OUT TO
#1
WEIR WALL
STR #2 C2 -60 DIVERSION STRUCTURE
SCALE: NONE
5.0'
2.0't �-
o
CRFST FI FV = 82890
5 (BMP)
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PREPARED FOR
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PROJECT NAME
McDONALD'�
USA, LLC
INDIANAPOL
REGION'
SITE ID 013 -01
PROJECT LOCATION
750 E CARME
CARMEL, I -N
PROJECT NUMBER
1116
DRAWN BY
G. LUKAS
CHECKED
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3 f 920256
* i o00
`01 STATE OF
NDI AN,:
OVAL
// /1111111 ell
SHEET NAME
STORM
SEWER &
BASIN
DETAILS
SHEET NUMBER
DETENTION BASIN SECTION A
SCALE: NONE NOTE:
THE EXISTING FEATURES, UNDERLYING TOPOGRAPHY, SITE BOUNDARY AND EASEMENT
DATA, ETC SHOWN ON THESE PLAN SHEETS IS PROVIDED BY OTHERS AND LANDWATER •
GROUP, INC. MAKES NO REPRESENTATION AS TO THE ACCURACY OF THAT BASELINE
DATA. THEREFORE, THE CONTRACTOR SHOULD VERIFY THAT EXISTING FEATURES ARE PLAN DATE
AS SHOWN AND IMMEDIATELY REPORT ANY DESCREPENCIES TO THE McDONALD'S JUNE 13, 2C
CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION.
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2 +50
BMP, INC MODEL
18R SNOUT
15" OUT TO
15" IN FR STR #EX
STR #2
STEPS 16" o/c
3 +00
ORIFICE PLATE
FORMED TO
MANHOLE I.D.
EAST JORDAN 1710 FRAME w/
TYPE 0 BEEHIVE GRATE
8"
15" OUT & 6" ORIFICE = 822..
---ORIFICE PLATE
8"
-T-
STR #I C2 -48 OUTLET CONTROL
SCALE: NONE
LOW ELEVATION = 824.00
3 +50
1/4" STEEL PLATE
r-- 30.. --1
36' ,
6" DIA
ORIFICE
12"
ORIFICE PLATE DETAIL
SCALE: NONE
4 +00
4 +50
12" OUT TO
STR #BMP
15" IN
STR #3
POURED IN
BENCHWALL
EAST JORDAN 1710 FRAME w/
TYPE A SOLID COVER
OUT TO
#1
WEIR WALL
STR #2 C2 -60 DIVERSION STRUCTURE
SCALE: NONE
5.0'
2.0't �-
o
CRFST FI FV = 82890
5 (BMP)
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PREPARED FOR
uona
PROJECT NAME
McDONALD'�
USA, LLC
INDIANAPOL
REGION'
SITE ID 013 -01
PROJECT LOCATION
750 E CARME
CARMEL, I -N
PROJECT NUMBER
1116
DRAWN BY
G. LUKAS
CHECKED
i
c
r
d
L
L
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c
0
�yR
V
LL
J:a u-
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CERTIFIED
1N uSu�p�i
N0. Fad
3 f 920256
* i o00
`01 STATE OF
NDI AN,:
OVAL
// /1111111 ell
SHEET NAME
STORM
SEWER &
BASIN
DETAILS
SHEET NUMBER
DETENTION BASIN SECTION A
SCALE: NONE NOTE:
THE EXISTING FEATURES, UNDERLYING TOPOGRAPHY, SITE BOUNDARY AND EASEMENT
DATA, ETC SHOWN ON THESE PLAN SHEETS IS PROVIDED BY OTHERS AND LANDWATER •
GROUP, INC. MAKES NO REPRESENTATION AS TO THE ACCURACY OF THAT BASELINE
DATA. THEREFORE, THE CONTRACTOR SHOULD VERIFY THAT EXISTING FEATURES ARE PLAN DATE
AS SHOWN AND IMMEDIATELY REPORT ANY DESCREPENCIES TO THE McDONALD'S JUNE 13, 2C
CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION.