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STORM SEWER STRUCTURE TABLE
STRUCTURE
NUMBER
STRUCTURE
TYPE
CASTING
TYPE
TOP OF
CASTING
INVERT
1
2
3
4
5
6
7
$
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
C.E.S.
MANHOLE
MANHOLE
INLET
INLET
INLET
C.E.S
INLET
INLET
C.E.S
INLET
INLET
C -E,
MANHOLE
MANHOLE
C.E.S.
C.E.S.
MANHOLE
INLET
INLET
INLET
INLET
C. E, S.
INLET
INLET
INLET
C.E.S
MANHOLE
INLET
INLET
INLET
W
, l
Y
869.35
869.50
870. 00
_ - --
871.15
871.29
871.48
W lX3
876.88
s'
Il
rT•
/
871.35
..
L•11
871.35
872.25
v.�i,
1
870.58
,
r r
O
I
,;
872.89
872.51
872.72
M
871.35
874.28
874.41
/f
go
877.44
877.57
877.70
878.51
873.30
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STORM SEWER STRUCTURE TABLE
STRUCTURE
NUMBER
STRUCTURE
TYPE
CASTING
TYPE
TOP OF
CASTING
INVERT
1
2
3
4
5
6
7
$
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
C.E.S.
MANHOLE
MANHOLE
INLET
INLET
INLET
C.E.S
INLET
INLET
C.E.S
INLET
INLET
C -E,
MANHOLE
MANHOLE
C.E.S.
C.E.S.
MANHOLE
INLET
INLET
INLET
INLET
C. E, S.
INLET
INLET
INLET
C.E.S
MANHOLE
INLET
INLET
INLET
SOLID
SOLID
CURB
CURB
CURB
-
CURB
CURB
-. _
CURB
CURB
-
SOLID
SOLID
-
SOLID
BEEHIVE
CURB
CURB
CURB
-
CURB
CURB
BEEHIVE
-
SOLID
CURB
CURB
BEEHIVE
881.50
881.00
882.42 -
882.42_
882.29
-
875.85
875.85
-
875.74
875.74
-
875.75
875.75
-7
879.00
877.50
877.94
878.10
877.37
88015
88015
878.00
880.50
880.08
880.08
881.30
869.35
869.50
870. 00
_ - --
871.15
871.29
871.48
876.25
876.88
877.53
8 77.74
877.73
871.35
872.28
872.41
871.35
872.25
872.38
871.35
870.58
870.20
45
871.35
872.21
872.89
872.51
872.72
872.75
871.35
874.28
874.41
874.50
871.35
877.44
877.57
877.70
878.51
873.30
2
1
STORM SEWER STRUCTURE TABLE
STRUCTURE
NUMBER
STRUCTURE
TYPE
CASTING
TYPE
TOP OF
CASTING
INVERT RT
33
34
36
INLET
INLET
INLET
INLET
INLET
C.E.S.
MANHOLE
MANHOLE
INLET
INLET
INLET
INLET
INLET
C.E.S.
MANHOLE
MANHOLE
- -- -_
C.E.S.
C.E.S.
INLET
INLET
C.E.S.
INLET
INLET
MANHOLE
CURB
CURB
CURB
CURB
BEEHIVE
-
SOLID
SOLID
CURB
CURB
R
CURB
CURB
BEEHIVE
SOLID
SOLID
-
-
CURB
CURB
_
CURB
CURB
SOLID
-
-'
CURB
CURB
BEEHIVE
873.09
873.09
--
875.56
875.56
874.00
-
883.00
884.40
88147
8$3.47
8 83.4 7
883.47
881.60________879.01
-
878.00
878.60
-
876,89
876.-8-9---
-
876.83
869.35
869.50
870. 00
_ - --
871.15
871.29
871.48
37
38
39
872.25
40
876.74
41
877.54
42
878.44
-
43
8 78.65
44
8 78.89
878.67
45
46
INLET
_
47
870.00
48
871.06
49
871.43
50
8 72.25
51
872.25
52
873.17
53
873.30
54
72.25 8
55
873.24
56
876.8 3_
876 80
- -
-
880.62
880.62 _
880.70_
873.37
57
873.50
58
C.E.S. -
C E S.
INLET
INLET
INLET
874.50
59
872.25
60
876.50
61
876.73_
876.81
62
EXIST.
STORM SEWER STRUCTURE TABLE
STRUCTURE
NUMBER
STRUCTURE
TYPE
TYPE
TOP OF
CASTING
INVERT
63
C.E.S.
-
-
872 25
64
MANHOLE
SOLID
884.50
878 23
65 -
INLET
CURB
883.92
878 53 -
66
INLET
CURB
883.92
878
_
67
INLET
BEEHIVE
882.70
878 82 --
= EXIST.
ELECTRIC METER
■
= EXIST.
POWER POLE
SCALE: 1 " = 60'
0 30 60 120
141ST STREET:
1. WIDEN THE SOUTH SIDE OF THE ROAD 4' AND INSTALL A 3'
STONE SHOULDER.
2. CONSTRUCT A 35' TURN RADIUS AT THE INTERESECTION OF 141ST
STREET AND SPRINGMILL ROAD.
SPRINGMILL ROAD:
1. WIDEN THE WEST SIDE OF THE ROAD 3' AND INSTALL A 3' STONE
SHOULDER.
2. RESURFACE THE ROAD WITH A 2" WEDGE AND LEVEL, 2" BINDER
COURSE AND 1" SURFACE.
136TH STREET:
1. WIDEN THE NORTH SIDE OF THE ROAD 3' AND INSTALL A 3'
STONE SHOULDER.
2. ALL RIGHT OF WAYS SHALL BE CLEARED.
Danger! Use Ex :u3ib�':_ Coution! Panhandle Eastern Pipe Line Company highpressure natural
gas pipelines. Porlhandle must be notified (directly at 317/873 -2410 and througn the One -Call
Center at 1 -800 38 2 -5544) two (2) full working days in advance of any activity within It's easement
and have a repr'_>>I,7 +hive present during any excavation over or adjcent to it's pipelines.
RIGHT -OF -WAY LINE
.
LEGEND
- - - - - -
= PROPOSED SANITARY SEWER LINE
= EXIST.
FIRE HYDRANT
•
- EXIST.
WATER METER
..
- EXIST.
WATER VALVE
894.50
= EXIST.
YARD SPIGOT
= DRAINAGE FLOW ARROW
- EXIST.
MONITOR WELL
GAS
- EXIST.
IRON PIN & OR PK (SET /FOUND)
®
= EXIST.
GAS METER
�a
= EXIST.
GAS VALVE
= REINFORCED CONCRETE PIPE
= EXIST.
STORM INLET
PVC
= EXIST.
ELECTRIC METER
■
= EXIST.
POWER POLE
■
= EXIST.
POWER POLE W /LIGHT
■
= EXIST.
POWER POLE W /TRANSFORMER
•
= EXIST.
LIGHT POLE
= UNDERGROUND ELECTRIC
= EXIST.
GUY ANCHOR
❑1
= EXIST.
TELEPHONE PEDESTAL
= TEMPORARY BENCHMARK
= EXIST.
MANHOLE
cu •
= EXIST.
CLEANOUT
= EXIST.
SANITARY SEWER LINE
EXIST.
STORM SEWER LINE
EXIST.
CONTOURS
O
zo
= PIPE
END SECTION
I
= MAILBOX
= PARKING
BUMPER
RIGHT -OF -WAY LINE
.
= SWALE
- - - - - -
= PROPOSED SANITARY SEWER LINE
a
= PROPOSED STORM SEWER LINE
®
= PROPOSED PIPE BOLLARD
Q
= PROPOSED MANHOLE
PROPOSED CONTOURS
894.50
= PROPOSED ELEVATION
= DRAINAGE FLOW ARROW
W
= WATER LINE
GAS
= GAS LINE
F.F.E.
= FINISH FLOOR ELEVATION
TC
= TOP OF (MANHOLE / INLET) CASTING
INV
= INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
RCP
= REINFORCED CONCRETE PIPE
CMP
= CORRUGATED METAL PIPE
PVC
- POLYVINYL CHLORIDE PIPE
STR.
= STRUCTURE
M.E.G.
= MATCH EXISTING GRADE
SSD
= SUB - SURFACE DRAINAGE
TOC
= TOP OF CURB
GUT
- GUTTER
OHE
= OVERHEAD ELECTRIC /TELEPHONES LINES
UGE
= UNDERGROUND ELECTRIC
UGT
= UNDERGROUND TELEPHONE
OHT
= OVERHEAD TELEPHONE
TBM
= TEMPORARY BENCHMARK
L.A. R/W
= LIMITED ACCESS RIGHT -OF -WAY
V� _ N 3i nVQ oj" Is ®
9 , 009 � o0 vo oo® oo as BENCHMARK I N F 0 RMATION
/11 / /
/ N BM -HAM 60: S.W. QUARTER OF SECTION 23, T18N, R3E, LOCATED AT THE WEST
� _40 0C 136TH STREET BRIDGE OVER WILLIAMS CREEK. SET IN THE TOP OF THE NORTHEAST
CONCRETE WINGWALL OF THE BRIDGE. 14.4 FEET NORTH FROM THE CENTERLINE OF
! ` _ I WEST 136TH STREET. 0.6 FEET SOUTHEAST FROM THE NORTHWEST FACE OF THE
z
in t.
7 s e ,or 5 a ,o► WINGWALL, 0.7 FEET BELOW THE ROADWAY, A DEPARTMENT OF NATURAL RESOURCES
CONTROL STATION TABLET STAMPED, "NAM 60 1989 ".
`moo �� a -'- 1� ELEVATION: 870.51 (NGVD 29 DATUM)
TBM #1: SMALL R/R SPIKE IN THE NORTH SIDE POWER POLE ( #PS1838
o -1559) t40'
' M40 I SOUTH OF CENTERLINE OF 136TH STREET, 1229 WEST OF SOUTHEAST BOUNDARY
' CORNER, V ABOVE GRADE.
o `
f/ ELEVATION: 882.83 (NGVD 29 DATUM)
- - --
M i
G '4
_
_
5 4 3 2
LA,u 11 L.�Y,xrtl
10 9 8 7 6
Jul O5, LuUI,
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS,
VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
1 -800- 382 -5544
TOLL FREE
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