HomeMy WebLinkAboutSD-360-52 +22.:
=185,i
-180.0
TRANS STONE
STONE x /
TRANS
STONE
SMH 2 +85,CLO % - --
RIM= 190.00 WV
R.25' INV= 182.5
CAPPED END
SG THRUST BLOCK
0�O WG H RANT
_ -. .•
PLANTER 5��0/ \ SS
ISLAND
'S FF =189.5
WV
TRANS
G o
STONE
� I
;, FES- 175.22 7 \
I VG CURB 31' -12 "DCI I FF =87.25 R= 75.00'
t" IN S =0.01& I T= 20.22'x- i CB 2 +04,26.5R
NEW DMH 00 L A= 39.49' i / / �p RIM =184.0
RIM= 178.0 9 �I0 i x� INV= 179.50
06, o - S 75'17 30" W 6101'
INV= 175.40
0• m - trtr DMH 166,8R / TRANS
SMH 0+2,CL INV =175.1 B 017€�,112L FES = 675.4 7'. Li wv RIM= 181.78 R�/ R�38' STONE
27' - 12', 12.5 LANDSCAPE NV=177.80 T
RIM =178:1 1 ( �3B NV = 1760 , S= 0.0222 / STRIP INV=177.55 �- i WCR
INV =170,2 NEW ; RIM -177. 0VE) oI " CURB R,SB� / �1�RCP INLET
INV= 169.7 INV=175.50 0 ( IN -110 -15 DCI DRAIN 43 0040 STONE
INV - 175.40 pal STONE S=bTAl_!; f 7�r_ Sl
eB 1 + -1 DCI 91 -- 85,97 N � - J - ,N � D= 49'24'10
RIM =177'17 p o S 75'17'30" W 110.97' 148'- PVC SEWER N R= 25.00'
1 DGi CB 0 +47,12R O o J 5 =0.022 112' / a= �/ T= 11.50'
G 7 ,t _ RIM=178.1 - - - - - R' -/ o �' WV °� A= 21.56'
oV. NV= 176. �8 CL52 DCI WATER 0 n
W TH 6 8 EINGREASER I RIM =i 7 o2 N.. INLET SG CURB o 1vs FF =187.0
AND DRESSER I INV=t74.97 STONE is - --
SLEEVES o 1 1 1 � S' SIDEWALK 0 =19 35'48° // S
S 75'1730
8 °' GATE I UP 5$ /t1 VG URB " , . R= 125.00'
(REMOVE) ii �� W 60.94' SMH 1 +4978R T= 21.59' // FF= 189.0
Q RIM= 180.98 A =42.75
DMH 0 +55,8L /
p 0 0= 90.02 30" INI173.53
RIM = 17$.40
' 01 I 0 R_ 25.00' INV= 173.43 LOT 2
1 - 25.02' INV= 175.84 „
wG f) "i, °e I I, A= 39.29' INV= 175.70 BEEHIVE GRATE
GATE PIT 0 0°) o NEENAH R -4353
RIM - 178.30 A) 5� I TRANS RIM= 181.9 I
n
1 (n STONE 2 NEW CB'S INV= 178.26
I r �
I �91 m I I STA. 0 +17R, 0 +21L
$ ! RIM= 177.50
I 4' INV = 175.60
ALAN L ROAD
195
190
00
SHM 0 +02,CL
0
0
00 +
I
O
Ozz
RIM= 178.1
WG
+ I
UP SIN P' 9%11
��
INV= 170.20
LOT 7
\
` LOT 6
EL
SMH
0
NEW CB STA. 0+17R
INI 175,70
QEVat$(i.03
rt I
RIM 1
ItNm t 89.0$.
RIM= 177.50
I �
\ T
\ ,�
N�
.08
DETENTION /RETENTION
(
�^
=191.0
\ ��
WCR
i
SG
FF-189.5
\\ 9`�S
n
i
_
J
\
1
s/t t
R =60 004
SLOPE
\
LEACHING
LEACHING CB WITH
LOT
i
WV
\
w =i77.. 1
1
A =300 80'
-TRANS
I
2 +22.:
=185,i
-180.0
TRANS STONE
STONE x /
TRANS
STONE
SMH 2 +85,CLO % - --
RIM= 190.00 WV
R.25' INV= 182.5
CAPPED END
SG THRUST BLOCK
0�O WG H RANT
_ -. .•
PLANTER 5��0/ \ SS
ISLAND
'S FF =189.5
WV
TRANS
G o
STONE
� I
;, FES- 175.22 7 \
I VG CURB 31' -12 "DCI I FF =87.25 R= 75.00'
t" IN S =0.01& I T= 20.22'x- i CB 2 +04,26.5R
NEW DMH 00 L A= 39.49' i / / �p RIM =184.0
RIM= 178.0 9 �I0 i x� INV= 179.50
06, o - S 75'17 30" W 6101'
INV= 175.40
0• m - trtr DMH 166,8R / TRANS
SMH 0+2,CL INV =175.1 B 017€�,112L FES = 675.4 7'. Li wv RIM= 181.78 R�/ R�38' STONE
27' - 12', 12.5 LANDSCAPE NV=177.80 T
RIM =178:1 1 ( �3B NV = 1760 , S= 0.0222 / STRIP INV=177.55 �- i WCR
INV =170,2 NEW ; RIM -177. 0VE) oI " CURB R,SB� / �1�RCP INLET
INV= 169.7 INV=175.50 0 ( IN -110 -15 DCI DRAIN 43 0040 STONE
INV - 175.40 pal STONE S=bTAl_!; f 7�r_ Sl
eB 1 + -1 DCI 91 -- 85,97 N � - J - ,N � D= 49'24'10
RIM =177'17 p o S 75'17'30" W 110.97' 148'- PVC SEWER N R= 25.00'
1 DGi CB 0 +47,12R O o J 5 =0.022 112' / a= �/ T= 11.50'
G 7 ,t _ RIM=178.1 - - - - - R' -/ o �' WV °� A= 21.56'
oV. NV= 176. �8 CL52 DCI WATER 0 n
W TH 6 8 EINGREASER I RIM =i 7 o2 N.. INLET SG CURB o 1vs FF =187.0
AND DRESSER I INV=t74.97 STONE is - --
SLEEVES o 1 1 1 � S' SIDEWALK 0 =19 35'48° // S
S 75'1730
8 °' GATE I UP 5$ /t1 VG URB " , . R= 125.00'
(REMOVE) ii �� W 60.94' SMH 1 +4978R T= 21.59' // FF= 189.0
Q RIM= 180.98 A =42.75
DMH 0 +55,8L /
p 0 0= 90.02 30" INI173.53
RIM = 17$.40
' 01 I 0 R_ 25.00' INV= 173.43 LOT 2
1 - 25.02' INV= 175.84 „
wG f) "i, °e I I, A= 39.29' INV= 175.70 BEEHIVE GRATE
GATE PIT 0 0°) o NEENAH R -4353
RIM - 178.30 A) 5� I TRANS RIM= 181.9 I
n
1 (n STONE 2 NEW CB'S INV= 178.26
I r �
I �91 m I I STA. 0 +17R, 0 +21L
$ ! RIM= 177.50
I 4' INV = 175.60
ALAN L ROAD
195
190
00
SHM 0 +02,CL
0
0
00 +
I
N h
+ �-
RIM= 178.1
WG
+ I
1
8' SEWER
INV= 170.20
z
INV= 175.84
RIM�177,5
BIT
0
NEW CB STA. 0+17R
INI 175,70
5 5
F
RIM= 177.50
I �
OD. rn
N�
INV = 175.60
�^
I
INV-175.40
WCR
i
SG
CB'S 0 +47,12R&L 0
VG
n
EXISTING DMH
NEW DMH RIM =178.1
z
CENTERLINE
1
RIM =178.0 INV= 176.3
I
I
SLOPE
INV= 175.02
LEACHING
LEACHING CB WITH
LOT
i
INV =174.97
0%
io
180
BEEHIVE GRATE
=
f W
-
-2.50% _ g
NEEHAN R -4353
-12" DC
��
g
I RIM =173.8
INLET F
1
I
,
SUMP =171.0
STONE I,
T GATE VALVE
6" X8" INCREASER
I
D= 89'57'30"
FF =87.75
TRANS
DCI
6' WATER
R= 25.00'
STONE M
o
PV
i3
T =24.98'
1M =177.73
NV 175.33 N.S
I A= 39.25' I
CENTERLINE
11
!/t'•t
TRA N S ,
NV:175.43 E
OUTLET
(
D= 43'45'08"
M
STONE
28' -8"DCI
lNV =175:5
FES= 175.35
"DCI
R= 100.00'
'^
I INLET
=0.0
24' --12
1 I
T =40.15'
D =66 22'3
TRANS
I STONE
tY ORAIN
7 '
S= 0.0104
1
A= 76.36'
R= 25.00'
STONE
I
(REMO
T= 16.35'
,
I I
o N\
I 1
A= 28.96'
D= 3910'10"
2 +22.:
=185,i
-180.0
TRANS STONE
STONE x /
TRANS
STONE
SMH 2 +85,CLO % - --
RIM= 190.00 WV
R.25' INV= 182.5
CAPPED END
SG THRUST BLOCK
0�O WG H RANT
_ -. .•
PLANTER 5��0/ \ SS
ISLAND
'S FF =189.5
WV
TRANS
G o
STONE
� I
;, FES- 175.22 7 \
I VG CURB 31' -12 "DCI I FF =87.25 R= 75.00'
t" IN S =0.01& I T= 20.22'x- i CB 2 +04,26.5R
NEW DMH 00 L A= 39.49' i / / �p RIM =184.0
RIM= 178.0 9 �I0 i x� INV= 179.50
06, o - S 75'17 30" W 6101'
INV= 175.40
0• m - trtr DMH 166,8R / TRANS
SMH 0+2,CL INV =175.1 B 017€�,112L FES = 675.4 7'. Li wv RIM= 181.78 R�/ R�38' STONE
27' - 12', 12.5 LANDSCAPE NV=177.80 T
RIM =178:1 1 ( �3B NV = 1760 , S= 0.0222 / STRIP INV=177.55 �- i WCR
INV =170,2 NEW ; RIM -177. 0VE) oI " CURB R,SB� / �1�RCP INLET
INV= 169.7 INV=175.50 0 ( IN -110 -15 DCI DRAIN 43 0040 STONE
INV - 175.40 pal STONE S=bTAl_!; f 7�r_ Sl
eB 1 + -1 DCI 91 -- 85,97 N � - J - ,N � D= 49'24'10
RIM =177'17 p o S 75'17'30" W 110.97' 148'- PVC SEWER N R= 25.00'
1 DGi CB 0 +47,12R O o J 5 =0.022 112' / a= �/ T= 11.50'
G 7 ,t _ RIM=178.1 - - - - - R' -/ o �' WV °� A= 21.56'
oV. NV= 176. �8 CL52 DCI WATER 0 n
W TH 6 8 EINGREASER I RIM =i 7 o2 N.. INLET SG CURB o 1vs FF =187.0
AND DRESSER I INV=t74.97 STONE is - --
SLEEVES o 1 1 1 � S' SIDEWALK 0 =19 35'48° // S
S 75'1730
8 °' GATE I UP 5$ /t1 VG URB " , . R= 125.00'
(REMOVE) ii �� W 60.94' SMH 1 +4978R T= 21.59' // FF= 189.0
Q RIM= 180.98 A =42.75
DMH 0 +55,8L /
p 0 0= 90.02 30" INI173.53
RIM = 17$.40
' 01 I 0 R_ 25.00' INV= 173.43 LOT 2
1 - 25.02' INV= 175.84 „
wG f) "i, °e I I, A= 39.29' INV= 175.70 BEEHIVE GRATE
GATE PIT 0 0°) o NEENAH R -4353
RIM - 178.30 A) 5� I TRANS RIM= 181.9 I
n
1 (n STONE 2 NEW CB'S INV= 178.26
I r �
I �91 m I I STA. 0 +17R, 0 +21L
$ ! RIM= 177.50
I 4' INV = 175.60
ALAN L ROAD
195
190
00
SHM 0 +02,CL
0
0
00 +
I
N h
+ �-
RIM= 178.1
WG
+ I
o 3.00%
8' SEWER
INV= 170.20
z
INV= 175.84
a /
BIT
0
NEW CB STA. 0+17R
INI 175,70
5 5
F
RIM= 177.50
I �
OD. rn
N�
INV = 175.60
�^
185
aw
WCR
0 +00
SG
CB'S 0 +47,12R&L 0
VG
n
EXISTING DMH
NEW DMH RIM =178.1
z
CENTERLINE
RIM= 178.17
RIM =178.0 INV= 176.3
S
SLOPE
INV= 175.02
INV = 175.40 INV.= 176.0
m
SEWER SERVICE 6" PVC
INV =174.97
INV= 175.1
180
=
2.00%
-
-2.50% _ g
-12" DC
12" RP C175
g
to
T GATE VALVE
6" X8" INCREASER
g CL52
DCI
6' WATER
c
PV
SUBDIVISION,
0
0
0
o,
0
SCALE: 1" -20'
150.00 VC
152.94 SO
25.0 K -Val
FF =191.5
LOT 5
FF =192.5
TRANS I
STONE I
CO I
\ CO
WV yQl
`N
FF =190.0
-- - - - --t
FF =192.0
LOT 3
I
PVI STA. 2 +70.00
ELEVATION 189.16
60.00 VC -
163.02 SO
12.0 K -Vol
o ip
0 o
0 0
+ °'
M
z
Q 0
FF =191.0
0
LOT 4
0 a
r o
170
SHM 0 +02,CL
0
0
00 +
OMH 0 +55,8L
a
EXIST RIGHT SIDELINE
+ �-
RIM= 178.1
WG
RIM= 178-40
o 3.00%
8' SEWER
INV= 170.20
00
INV= 175.84
a /
BIT
INV =169.7 (EXISTING)
EXIST
INI 175,70
5 5
0
.t was
I �
OD. rn
coo
IZ 165
�^
cro
00w
WCR
0 +00
SG
0 +50
VG
n
SD
SIGHT DISTANCE
CL
CENTERLINE
SUBDIVISION,
0
0
0
o,
0
SCALE: 1" -20'
150.00 VC
152.94 SO
25.0 K -Val
FF =191.5
LOT 5
FF =192.5
TRANS I
STONE I
CO I
\ CO
WV yQl
`N
FF =190.0
-- - - - --t
FF =192.0
LOT 3
I
PVI STA. 2 +70.00
ELEVATION 189.16
60.00 VC -
163.02 SO
12.0 K -Vol
o ip
0 o
0 0
+ °'
M
z
Q 0
FF =191.0
0
LOT 4
0 a
r o
CATCH BASIN
w
0
0
00 +
00
a
EXIST RIGHT SIDELINE
+ �-
UTILITY POLE
WG
N
o 3.00%
fI
d
00
F-
a /
BIT
N a C8 2 +22.5,42.2L
� RIM = 185.75
EXIST
CENTERLINE
5 5
DUCTILE CAST IRON PIPE CLASS 52
PVC
a w INV= 180 0 a-
w
EXIST LEFT SIDELINE
CS 2 +04,26.5R -
z RIM =184.0 0� ��� - --- 8" PLUG WITH
8
o INV =179.5 0 THRUST BLOCK
E ;;�773'�-. 12 " RCP 6" TO HYDRANT
O GR� =03
t0P '43' -12" RCP
S =0.04
110 LF 12" DC tl as O.O i 6
DMH 1 +66,8L
RIM =181.78
INV= 177.80
INV = 177.55
SHM 1 +49,7.8R
RIM= 180.98
INI173.53
INV =173.43
n OD M d
H
1 00 00 00
1+50
SHM 2 +85,CL
RIM =190.0
INV= 182.5
00 00 00 00 00 I co 00 00 00 ( 0
2 +00 2 +50 3 +00
SCALE: 1"=20' HOR I"=4' VERT
195
• •
185
:m
175
170
�J 165
3 +50
v°
.o
r
3lt,/
O
J
1`
J
O
.S " M
LEGEND
CB
CATCH BASIN
DMH
DRAIN MANHOLE
M
N
UP
UTILITY POLE
WG
WATER GATE
HYD
fI
co
00
DMH 1 +66,8L
RIM =181.78
INV= 177.80
INV = 177.55
SHM 1 +49,7.8R
RIM= 180.98
INI173.53
INV =173.43
n OD M d
H
1 00 00 00
1+50
SHM 2 +85,CL
RIM =190.0
INV= 182.5
00 00 00 00 00 I co 00 00 00 ( 0
2 +00 2 +50 3 +00
SCALE: 1"=20' HOR I"=4' VERT
195
• •
185
:m
175
170
�J 165
3 +50
v°
.o
r
3lt,/
O
J
1`
J
O
.S " M
LEGEND
CB
CATCH BASIN
DMH
DRAIN MANHOLE
SMH
SEWER MANHOLE
UP
UTILITY POLE
WG
WATER GATE
HYD
HYDRANT
EP
EDGE OF PAVEMENT
ETW
EDGE OF TRAVELED WAY
BIT
BITUMINOUS
CONC
CONCRETE
DCI
DUCTILE CAST IRON PIPE CLASS 52
PVC
POLYVINAL CHRORIDE PIPE SDR 35
FF
FLOOR
RCP
RIENFORCED CONCRETE CLASS IV
TRANS
TRANSITION
WCR
WHEELCHAIR RAMP
SG
SLOPED GRANITE
VG
VERTICLE GRANITE
SD
SIGHT DISTANCE
CL
CENTERLINE
INV
INVERT
S
SLOPE
WS
WATER SERVICE 1" TYPE K COPPER
SS
SEWER SERVICE 6" PVC
t6A..4 PAC OLI
REVISED: OCT 3,1995- DRAINAGE, ROAD NAME
REVISED: AUG 21,1995 - LOT 2, CB "A"
JOB NO. 1350A C