canoe creek llchugh stone construction
TRANSCRIPT
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Sewer Manhole Elev: 381.73'Top of Pipe: 374.59'
Concrete Pad: 381.4'
Existing Pump House
Existing Utility Meter Pole
Existing Fire Hydrants
MH
8
+
0
0
9
+
0
0
W
W
W
W
P
P
W
F
F
North Corner Penetrometer Hole
South Corner Penetrometer HoleSewer Manhole Elev: 381.73'
Top of Pipe: 374.59'
Top of Concrete: 380.2
14" Top DiameterPump: 376.77'
15" Top Diameter Pump 376.77
12" Diameter Vertical Valve
12" DiameterHorizontal Valve
17" Diameter Valve
Existing Fire Hydrants
MH
0.78'
11.45'
12.27
'
2.04'
10.20'
12.27
'
W
W
W
W
382.52'
CL Station 8+57.88Approx. Road Elev. 382.56'
CL Station 8+70.20Approx. Road Elev. 382.52'
382.50'
382.29'
382.36'Approx. Road Elev
Approx. Road Elev
Approx. Road Elev
Approx. Road Elev
12.23'
DRAW
N B
Y
JOB
NO
.
DATE
CHEC
KED
BY
SS1
SHEET NUMBER
SITE
SU
RVEY
20-0
173
HEN
DERS
ON
WAT
ER U
TILI
TY
CAN
OE
CREE
K SU
B W
ATER
PU
MP
STAT
ION
REN
OVA
TIO
NRU
SSEL
LVIL
LE, K
YJ.
SHO
RT
D.LA
MB
9/29
/202
0
EN
GIN
EE
RS
, IN
C.
2740
Nor
th M
ain
St.
Mad
isonv
ille,
KY
424
31Ph
one:
(270
) 821
-773
2
Fax:
(270
) 821
-778
9
SS
OC
IAT
ED
ww
w.a
ssoc
iate
deng
inee
rs.c
om
1001
Fre
deric
a St
. O
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sbor
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2301
Phon
e: (2
70) 6
84-8
450
Fa
x: (2
70) 6
84-8
449
ENGI
NEE
RS
GEO
LOGI
STS
SU
RVEY
ORS
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
0' 4' 8' 12'
0' 10' 20' 30'
W
F
F
MH
8+00
9+00
W
W
W
W
MHMH
MHJR Hoe MC-420 ManholeStation 8+62.2
Approximate Elev. 382.39'
Station 8+72.2Approx. CL Elev. 382.52
Station 8+55.9Approx. CL Elev: 382.56'
Proposed ConstructedBridge
JR Hoe MC-420 ManholeStation 8+63.2
Approximate Elev. 382.51'
JR Hoe MC-420 ManholeStation 8+67.0Approximate Elev 382.36' DR
AWN
BY
JOB
NO
.
DATE
CHEC
KED
BY
C1
SHEET NUMBER
PRO
POSE
D SI
TE B
RIDG
ED L
AYO
UT
20-0
173
HEN
DERS
ON
WAT
ER U
TILI
TY
CAN
OE
CREE
K SU
B W
ATER
PU
MP
STAT
ION
REN
OVA
TIO
NRU
SSEL
LVIL
LE, K
YJ.
SHO
RT
D.LA
MB
10/0
5/20
20
EN
GIN
EE
RS
, IN
C.
2740
Nor
th M
ain
St.
Mad
isonv
ille,
KY
424
31Ph
one:
(270
) 821
-773
2
Fax:
(270
) 821
-778
9
SS
OC
IAT
ED
ww
w.a
ssoc
iate
deng
inee
rs.c
om
1001
Fre
deric
a St
. O
wen
sbor
o, K
Y 4
2301
Phon
e: (2
70) 6
84-8
450
Fa
x: (2
70) 6
84-8
449
ENGI
NEE
RS
GEO
LOGI
STS
SU
RVEY
ORS
1 2 3 4 5 6 7
A
B
C
D
E
1 2 3 4 5 6 7
A
B
C
D
E
0' 4' 8' 12'
STATION: 8+55.9APPROXIMATE ELEVATIONS
CL: 3
82.5
6'
BOC:
382
.28'
BOC:
382
.28'
TYPICAL BRIDGED SECTIONAPPROXIMATE ELEVATIONS
CL: 3
82.5
4'
BOC:
382
.26'
BOC:
382
.26'
STATION: 8+72.2APPROXIMATE ELEVATIONS
CL: 3
82.5
2'
BOC:
382
.24'
BOC:
382
.24'
Existing Top of Concrete: 380.2'
15" Top Diameter Pump: 376.77'14" Top Diameter Pump: 376.77'