HomeMy WebLinkAbout12080005.90 +00 0 +50 1 +00 1 +5U z+uu LtJV --
STORM LINE EX to STR #6 PROFILE
SCALE: 1"=20 HORIZONTAL; 1"-5' VERTICAL
STORM LINE EX to STR #6 PROFILE
SCALE: 1 " =20 HORIZONTAL; 1 " -5' VERTICAL
I
.42
01.95 N:4981.43
FI FV -42 F•5905 49
i
4929.76 w
z
E:5209.40 41
ELEV: 825.) } D
r
0 3>
' O - L` c
I Cfj G W
~0
�— &)
CN w ~
° m
CV o
DETENTION BASIN GRADING
SCALE: 1 " =20'
EMERGENCE OVERFLOW
CREST MATION = 827.5
8 TONS 6' REVETMENT RINW
over 15 syd GEOTEXTILE FABRIC
CPTCH HLL�
T'.).'" S,2 L.
4.0' DEPT;,
BMP, INC MODEL
18R SNOUT
15" OUT TO
15" IN FR rSTR #EX
STR #2 1
ORIFICE PLATE
FORMED TO
MANHOLE I.D.
EAST JORDAN 1710 FRAME w/
TYPE 0 BEEHIVE GRATE
T Cstg = 824.00
,,. 8"
STEPS 16" o/c —a SNOUT--,
15* IN = 820. 15" OUT & 6" ORIFICE_ =_ 827.
2 ° ORIFICE PLATE
SUM (MIN)
8"
STR #I C2 -48 OUTLET CONTROL
SCALE: NONE
LOW ELEVATION = 824.00
1/4" STEEL PLATE
I---- 30 "--1
36 > 15„
6" DIA
ORIFICE
12"
ORIFICE PLATE DETAIL
SCALE: NONE
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
-L
a-
-T
STR #2 C2 -60 DIVERSION STRUCTURE
SCALE: NONE
2.0'1 �—
I
j
CRFST FIFV = 878 20 c�
DETENTION BASIN SECTION A
SCALE: NONE
5 (BMP)
NOTE:
THE EXISTING FEATURES, UNDERLYING TOPOGRAPHY, SITE BOUNDARY AND EASEMENT
DATA, ETC SHOWN ON THESE PLAN SHEETS IS PROVIDED BY OTHERS AND LANDWATE
GROUP, INC. MAKES NO REPRESENTATION AS TO THE ACCURACY OF THAT BASELINE
DATA. THEREFORE, THE CONTRACTOR SHOULD VERIFY THAT EXISTING FEATURES ARE
AS SHOWN AND IMMEDIATELY REPORT ANY DESCREPENCIES TO THE McDONALD'S
CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION.
Z
O
F-
U
N
W
W
H
Q
1
H I H
PREPARED FOR
MCDonc
m
PROJECT NAME
MCDONAtC
USA, LLC
INDIANAPC
REGION
SITE ID 013
PROJECT LOCATION
750 E CARN
CARMEL, IN
PROJECT NUMBER
1116
DRAWN BY
G. LUKAS
CHECKED .
CERTIFIED
\`\\\\\ 5�,NIISI14.
', -G\ST RE
? = 920256.
OOo
i STATE C
--Z/,VDIAN,�
S�ONAL
i,�7 / /lllllll}�
SHEET NAME
STORM:
SEWER.
BASIN
DETAILS
ISHEET NUMBER
C3'0
PLAN DATE
JUNE 13,
_-
_
co -
_
- - -
co
-c•
ma
830
Zr
N U
-
U
830
FULL; DEPTH. BACKFILL.....:
77
-
-149 ift of 12" HDPE
825
825
........
INV= 825.74
_
`'
INV 825.00
820
INV= 822:30....
_ IN1V- 822:30
_____ -_
820
1
815
0 +00
0 +50 1 +00 1 +50
2 +00
STORM LINE EX to STR #6 PROFILE
SCALE: 1 " =20 HORIZONTAL; 1 " -5' VERTICAL
I
.42
01.95 N:4981.43
FI FV -42 F•5905 49
i
4929.76 w
z
E:5209.40 41
ELEV: 825.) } D
r
0 3>
' O - L` c
I Cfj G W
~0
�— &)
CN w ~
° m
CV o
DETENTION BASIN GRADING
SCALE: 1 " =20'
EMERGENCE OVERFLOW
CREST MATION = 827.5
8 TONS 6' REVETMENT RINW
over 15 syd GEOTEXTILE FABRIC
CPTCH HLL�
T'.).'" S,2 L.
4.0' DEPT;,
BMP, INC MODEL
18R SNOUT
15" OUT TO
15" IN FR rSTR #EX
STR #2 1
ORIFICE PLATE
FORMED TO
MANHOLE I.D.
EAST JORDAN 1710 FRAME w/
TYPE 0 BEEHIVE GRATE
T Cstg = 824.00
,,. 8"
STEPS 16" o/c —a SNOUT--,
15* IN = 820. 15" OUT & 6" ORIFICE_ =_ 827.
2 ° ORIFICE PLATE
SUM (MIN)
8"
STR #I C2 -48 OUTLET CONTROL
SCALE: NONE
LOW ELEVATION = 824.00
1/4" STEEL PLATE
I---- 30 "--1
36 > 15„
6" DIA
ORIFICE
12"
ORIFICE PLATE DETAIL
SCALE: NONE
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
-L
a-
-T
STR #2 C2 -60 DIVERSION STRUCTURE
SCALE: NONE
2.0'1 �—
I
j
CRFST FIFV = 878 20 c�
DETENTION BASIN SECTION A
SCALE: NONE
5 (BMP)
NOTE:
THE EXISTING FEATURES, UNDERLYING TOPOGRAPHY, SITE BOUNDARY AND EASEMENT
DATA, ETC SHOWN ON THESE PLAN SHEETS IS PROVIDED BY OTHERS AND LANDWATE
GROUP, INC. MAKES NO REPRESENTATION AS TO THE ACCURACY OF THAT BASELINE
DATA. THEREFORE, THE CONTRACTOR SHOULD VERIFY THAT EXISTING FEATURES ARE
AS SHOWN AND IMMEDIATELY REPORT ANY DESCREPENCIES TO THE McDONALD'S
CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION.
Z
O
F-
U
N
W
W
H
Q
1
H I H
PREPARED FOR
MCDonc
m
PROJECT NAME
MCDONAtC
USA, LLC
INDIANAPC
REGION
SITE ID 013
PROJECT LOCATION
750 E CARN
CARMEL, IN
PROJECT NUMBER
1116
DRAWN BY
G. LUKAS
CHECKED .
CERTIFIED
\`\\\\\ 5�,NIISI14.
', -G\ST RE
? = 920256.
OOo
i STATE C
--Z/,VDIAN,�
S�ONAL
i,�7 / /lllllll}�
SHEET NAME
STORM:
SEWER.
BASIN
DETAILS
ISHEET NUMBER
C3'0
PLAN DATE
JUNE 13,