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SKIP LINE
SPEC
E: Dl—
DI
k, 4�
Culvert
Inv, In
NEW,i INVERT -7 5,
GROUT WATER TI T1
—D(in
logo
Type
1
SS
I3E REMO E
DI-1
15
1X
UV e
2
c, IT E
7-06,60
TYPE- DI I j
EX WS TO
A I
REMOVED AND
PREVE
CAPPED AT MAIN
At
Xc
M&M EX tUR
7 0 B... 590 O
f
708.51
708.46
11
15
0.50
CPP
b
ER LINE �SM T71
15
20 70 0 20 40
V
PROPOSED STANDARD PAVED AREA (8" 21B/2' SM 12.5A) -
1
2
W /L
PROPOSED HEAVY DUTY PAVED AREA 8" 2113/3* BM-25.0/16- SM-12.5A)-
1
2
METER
0 cn
ev
12"x8" TAPPING
1-90,
SLEEVE AND VALVE
THE CONTRACTOR
.0
TO SPOT DIG AND
VERIFY THE SIZE OF
Q'
THE MAIN BEFORE
ORDERING THE
TAPPING SLEEVE
e0.00"
AND VALVE
0
z
z
j
Z 0
w
W
-j
T YI
E
D' —1
U-
T
ri
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PROP, 'ACCESS ESMT
tj
SKIP LINE
SPEC
E: Dl—
DI
k, 4�
Culvert Summary
Culvert
Inv, In
NEW,i INVERT -7 5,
GROUT WATER TI T1
—D(in
Throat
Type
1
SS
I3E REMO E
DI-1
15
1X
UV e
2
c, IT E
7-06,60
TYPE- DI I j
EX WS TO
A I
REMOVED AND
PREVE
CAPPED AT MAIN
At
Xc
M&M EX tUR
7 0 B... 590 O
f
708.51
708.46
11
15
0.50
CPP
b
ER LINE �SM T71
15
20 70 0 20 40
V
PROPOSED STANDARD PAVED AREA (8" 21B/2' SM 12.5A) -
1
2
W /L
PROPOSED HEAVY DUTY PAVED AREA 8" 2113/3* BM-25.0/16- SM-12.5A)-
1
2
METER
0 cn
ev
12"x8" TAPPING
1-90,
SLEEVE AND VALVE
THE CONTRACTOR
.0
TO SPOT DIG AND
VERIFY THE SIZE OF
Q'
THE MAIN BEFORE
ORDERING THE
TAPPING SLEEVE
e0.00"
AND VALVE
0
z
z
j
Z 0
w
W
-j
T YI
E
D' —1
U-
T
ri
MO M ry r IDT)
PROP, 'ACCESS ESMT
Culvert Summary
Culvert
Inv, In
I"n`V0—[jt
—L(f Q
—D(in
Throat
Type
1
706.40
705,80~43
DI-1
15
1X
CPP
2
707.12
7-06,60
--5-2
PROPOSED CURB GUTTER . .
708.46
CPP
—3--708—.26
DI-I
—707.32
190
15
7 0 B... 590 O
4
708.51
708.46
11
15
0.50
CPP
w
x
15
20 70 0 20 40
All CPP Culverts to be Grumpler Smooth Core or equivalent
Storm Inlet Summary
—Inv. In
—Inv, Out —
_Top TIv.--Tie
IGONNECT— TO—EK
Throat
IP-- 4,,, SEWER - - —
706.60
706.40
712.50
DI-1
FORCE MAIN
I i
2
707.32
-iO- 77—J -
2
7 13. 10
DI-1
PUMPS SIZED FOR TWO PUMP ON CONDITION AT 210 GPM @ 9.2'TDH
PROPOSED CURB GUTTER . .
708.46
708.26
713.25
DI-I
. . . . . . . . . . . . .
4
7 0 B... 590 O
PROPOSED CURB Ji REVERSE GUTTER . . . . . . . . . . . .
6
5
7�
07
707.
712,00
DI -1
M
I
-UANAUt I-LUVK LLLV� = 1VO-W b DRAIN SWIN C LNG
ROOMS WITH NO MEETING ROOMS I I �i , All,
luo DISCHAR , 1 11
GAT
OR RESTAURANT FACILITIES
REQ1')
7,
c" DUMF TER
.00 A
PAD
S 26 7'20� W 300.0(Y
"7'
PR i
It-11) I IMA I I- U� M�UHAHUL HLAD=�3.Z V 1. (9 4-0 UVIVI
LEGEND
IGONNECT— TO—EK
4-�—SEWE 6' OPAQUE B,LOCK ------------ -
IP-- 4,,, SEWER - - —
=3 FT, @ 210 GPM ONE PUMP ON
IFORCE MAIN ND
RELOCATE WALL LOCATED INSIDE
FORCE MAIN
I i
PARKING SPACES (NUMBER) . . . . . . . . . . . . . . .
/' OF PROPERTY LINE
PUMPS SIZED FOR TWO PUMP ON CONDITION AT 210 GPM @ 9.2'TDH
PROPOSED CURB GUTTER . .
CL
. . . . . . . . . . . . .
PROPOSED CURB Ji REVERSE GUTTER . . . . . . . . . . . .
TRANSITION DEW N REGULAR & REVERSE CURB . . . . . .
w
x
(n
20 70 0 20 40
cn
PROPOSED STANDARD PAVED AREA (8" 21B/2' SM 12.5A) -
PROPOSED HEAVY DUTY PAVED AREA 8" 2113/3* BM-25.0/16- SM-12.5A)-
IN f [7
0 cn
C)
CJ
0
CL
c*4
w
x
(n
cn
V)
0 cn
z 0
.0
ME
0
z
z
w
Z 0
w
W
-j
U-