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SSMH #3 (48 "0) TOP 2OF2 X 4" POS-
T GROUND �L= 267.36
I� 5 (TYP.) 37 LF
10
I TOP;'OF 2 "X 4" POS-
T 10' MIN. (TYP.) EL= 271.04
GROUND EL= 268.32
20' UTILITY ESMNT. 3'7 LF
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(t9.8' COVER) (t7.8' COVER)
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128 ° 0 F, 2525 8 -
10' T = 1E = 8 "0 P�
SAWCUT LINE
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,,TOP OF 2 "X 4" POS 1
EL= 275.36 p OF 2 "X 4" POST i
GROUND EL= 272.79 27/8.82
35 CT UND EL= 276.15, I f`
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6' MIN. ('V.) � �1
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(i6.3' COVER) C CA (±10.2' COVER)
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IF / = 14.72' < /IE __ ° _ 31
258 4 0 /' 258.6 - �,q
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c 264.22 26274 261.74 2
i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16
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v No Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE
101 AS -BUILT DRAWING
KIRKLAND, WA 98033 3
.s� (425) 827 -3063 1- 800 - 962 -1402
O� s FAX NO.' (425) 827 -2423
ZONAL ENGINEERS PLANNERS
'-2° 0 SURVEYORS
� 3/7/00
w-10 a7 -2775'
FF- 274.0,
IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER%
TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i`
EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88
GROUND EL= 269.67 0 37 LF % GROUND E 78.56
4 LL "
45 LF TOP OF 2 "X 4' POST 1 F Y
LOT 4 EL= 276.49
LOT 5 FF =270.0 LOT 1
FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0
y
FF =272.0 2 F
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TOP OF 2 "X 4' POST
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TOP OF '2 "X $ "1P(
IE =
254.60
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EL= 260.98
GROUND EL =258.76
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260.04
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GROUND EL= 2 60.45
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EL= 265.20 ( I
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GROUND EL =261.0 "
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SSMH #2 (48 "4)
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SSMH #3 (48 "0) TOP 2OF2 X 4" POS-
T GROUND �L= 267.36
I� 5 (TYP.) 37 LF
10
I TOP;'OF 2 "X 4" POS-
T 10' MIN. (TYP.) EL= 271.04
GROUND EL= 268.32
20' UTILITY ESMNT. 3'7 LF
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IF = IE _
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259 -24 - -- -- 2 %24- - - - - --
(t9.8' COVER) (t7.8' COVER)
N �
1.6 3 N
128 ° 0 F, 2525 8 -
10' T = 1E = 8 "0 P�
SAWCUT LINE
M,
Ld
• I
1 t_
,,TOP OF 2 "X 4" POS 1
EL= 275.36 p OF 2 "X 4" POST i
GROUND EL= 272.79 27/8.82
35 CT UND EL= 276.15, I f`
F ! -
1-
W ° o= l II
° o -
I
6' MIN. ('V.) � �1
A
IE = IF
-� 4 - - -- - �6- 5724 - - - - -�
(i6.3' COVER) C CA (±10.2' COVER)
- 1w
CD
A _ P
IF / = 14.72' < /IE __ ° _ 31
258 4 0 /' 258.6 - �,q
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20- .UTILITY MNT.� ° ° ps
C7 -- - n--- - - - - -- - -- -�', _ -L '��
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c 264.22 26274 261.74 2
i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16
/ ( -16.6' COVER)'
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SCALE: 1 " = 20'
CO III N
5 +00 4r00
�P� WAS U D. R. STRONG
v No Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE
101 AS -BUILT DRAWING
KIRKLAND, WA 98033 3
.s� (425) 827 -3063 1- 800 - 962 -1402
O� s FAX NO.' (425) 827 -2423
ZONAL ENGINEERS PLANNERS
'-2° 0 SURVEYORS
� 3/7/00
w-10 a7 -2775'
FF- 274.0,
IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER%
TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i`
EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88
GROUND EL= 269.67 0 37 LF % GROUND E 78.56
4 LL "
45 LF TOP OF 2 "X 4' POST 1 F Y
LOT 4 EL= 276.49
LOT 5 FF =270.0 LOT 1
FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0
y
FF =272.0 2 F
Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290
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SAWCUT LINE
M,
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1 t_
,,TOP OF 2 "X 4" POS 1
EL= 275.36 p OF 2 "X 4" POST i
GROUND EL= 272.79 27/8.82
35 CT UND EL= 276.15, I f`
F ! -
1-
W ° o= l II
° o -
I
6' MIN. ('V.) � �1
A
IE = IF
-� 4 - - -- - �6- 5724 - - - - -�
(i6.3' COVER) C CA (±10.2' COVER)
- 1w
CD
A _ P
IF / = 14.72' < /IE __ ° _ 31
258 4 0 /' 258.6 - �,q
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20- .UTILITY MNT.� ° ° ps
C7 -- - n--- - - - - -- - -- -�', _ -L '��
° �- - - -- - - -- -SSMH 1 4 4
�E 0 ° � a c:IE _ � BR28S(T D DWG. �-
.E IE E 60 IE _
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c 264.22 26274 261.74 2
i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16
/ ( -16.6' COVER)'
�o 0
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N o Z�Y
II
LL�
m IIIIIIZ
I N
III w
f
_ ww
o o
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U U
L U �
a a a
z M O
0 20' 40'
SCALE: 1 " = 20'
CO III N
5 +00 4r00
�P� WAS U D. R. STRONG
v No Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE
101 AS -BUILT DRAWING
KIRKLAND, WA 98033 3
.s� (425) 827 -3063 1- 800 - 962 -1402
O� s FAX NO.' (425) 827 -2423
ZONAL ENGINEERS PLANNERS
'-2° 0 SURVEYORS
� 3/7/00
w-10 a7 -2775'
FF- 274.0,
IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER%
TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i`
EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88
GROUND EL= 269.67 0 37 LF % GROUND E 78.56
4 LL "
45 LF TOP OF 2 "X 4' POST 1 F Y
LOT 4 EL= 276.49
LOT 5 FF =270.0 LOT 1
FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0
y
FF =272.0 2 F
Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290
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c 264.22 26274 261.74 2
i �I o _ - - (f6.1�CO.V --�- (f7.6' COVER) (t8.5' COVER) (fl'2.3' COVE ) 260.16
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0 20' 40'
SCALE: 1 " = 20'
CO III N
5 +00 4r00
�P� WAS U D. R. STRONG
v No Consulting Engineers Inc.
10604 NE 38th PLACE, SUITE
101 AS -BUILT DRAWING
KIRKLAND, WA 98033 3
.s� (425) 827 -3063 1- 800 - 962 -1402
O� s FAX NO.' (425) 827 -2423
ZONAL ENGINEERS PLANNERS
'-2° 0 SURVEYORS
� 3/7/00
w-10 a7 -2775'
FF- 274.0,
IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER%
TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i`
EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88
GROUND EL= 269.67 0 37 LF % GROUND E 78.56
4 LL "
45 LF TOP OF 2 "X 4' POST 1 F Y
LOT 4 EL= 276.49
LOT 5 FF =270.0 LOT 1
FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0
y
FF =272.0 2 F
Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290
FF- 274.0,
IOP OF 2 "X 4" POST TOP OF 2 "X-'4" POST SANITARY SEWER%
TOP OF 2 "X 4" POST EL= 273.46 EL- 274:19 %LOT 2 STUB /PER STNDRD. TOP OF 2 "X 4" POST i`
EL= 271.21 GROUND EL_- 69.76 GROUND EL= 271.06, DWG. BR39 ,(TYP.) 'EL= 280.88
GROUND EL= 269.67 0 37 LF % GROUND E 78.56
4 LL "
45 LF TOP OF 2 "X 4' POST 1 F Y
LOT 4 EL= 276.49
LOT 5 FF =270.0 LOT 1
FF -270.0 , LOT 3 GROUND EL= '274.07 FF =280.0
y
FF =272.0 2 F
Wn_i Z Q __- ...- __ -_ -._ __ -_- -_ - _.._ -- __..__ -- -_ -1290
.. I
N N N N N _ N - �_,
I I
3 +00
SANITARY SEWER PROFILE
1"=10' VERT.
1"=20' HORIZ.
17
2:2
S- ?7503
1 +00 > j
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Lr) GJ
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U') 01 to N
LO LO
SCANNED MAR 3 0 2000
280
270
260
250
240
0 +00
RECOMMENDED
FOR APPROVAL
BY
BY
BY
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SANITARY SEWER PROFILE
1"=10' VERT.
1"=20' HORIZ.
17
2:2
S- ?7503
1 +00 > j
ao D_ a
Lr) GJ
o v
r� c =0
U') 01 to N
LO LO
SCANNED MAR 3 0 2000
280
270
260
250
240
0 +00
RECOMMENDED
FOR APPROVAL
BY
BY
BY