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A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
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MFF=452
S.S.M.H. #12, TYPE 1 41�1O��
T
ISTA. 25+50.56, 5.27TRT.
SEE SHEET 5 OF 9
I HEREBY CERTIFY�THAT THE HORIZONTAL AND VERTICAL LOCATION
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RE q
OF A: FIELD SURVEY PERFORMED BY ME OR UNDER MY DIR I
THE ABOVE CERTIFICATE ISBASED UPON WORK-PERFORMED I
ACCORDANCE WITH� GENERALLY ACCEPTED PROFESSIONAL:: SU
PRACTICE. MAKE NO OTHER, WARRANTY EITHER EXPRESS
0 [PLI
JARY�yt_yq ; :50' 31667-
�RES
®R
460
S.S.M.H. #12,
RACT "C"
RIM 452.64
BY
I E =449 .35
I.E. 446.23
Lz/
PVll:ELEV = 459.77
46.13
j.17.
COMMENTS 5-5-04
PER DETAIL SHEET 9
(TY�P
A.D. —1.17
446.981
ISM
MFF=457
K 64,28
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4
MFF=452
S.S.M.H. #12, TYPE 1 41�1O��
T
ISTA. 25+50.56, 5.27TRT.
SEE SHEET 5 OF 9
I HEREBY CERTIFY�THAT THE HORIZONTAL AND VERTICAL LOCATION
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RE q
OF A: FIELD SURVEY PERFORMED BY ME OR UNDER MY DIR I
THE ABOVE CERTIFICATE ISBASED UPON WORK-PERFORMED I
ACCORDANCE WITH� GENERALLY ACCEPTED PROFESSIONAL:: SU
PRACTICE. MAKE NO OTHER, WARRANTY EITHER EXPRESS
0 [PLI
JARY�yt_yq ; :50' 31667-
�RES
®R
460
S.S.M.H. #12,
� ll� I
147TH PLACE o.r-.
3 2
MFF=460 S.S.M.H. #13, TY 1 480 MFF=460
I.E=447.88 STA. 26+20.04, 4 4' RT. I
I.E.=448.79
1
30 LF 0
S-0.0200 FT/FT
29 LF 0 0+00 119 LF 8" PVC
)+59
��00 FT/FT
65
14 LF @
S=0.0200 FT/FT
—I.E.=446.51
34-
MFF=455
[S.S.M.H. #11, TYPE-1 4801
13 LF @ �
—7—
§=0-0200-TT FT
I.E.=448.95-
3-_33
MFF=456
S.S.M.H. #14
STA. 27+39.87, 5.00' RT.
MFF=460
I.E.=449.79
30 LF @
S=0.0200 FT/FT
0+00
F
3 L 0
O+Ooil
NO.
RIM 452.64
BY
I E =449 .35
I.E. 446.23
Lz/
PVll:ELEV = 459.77
46.13
j.17.
COMMENTS 5-5-04
PER DETAIL SHEET 9
(TY�P
A.D. —1.17
446.981
ISM
MFF=457
K 64,28
� ll� I
147TH PLACE o.r-.
3 2
MFF=460 S.S.M.H. #13, TY 1 480 MFF=460
I.E=447.88 STA. 26+20.04, 4 4' RT. I
I.E.=448.79
1
30 LF 0
S-0.0200 FT/FT
29 LF 0 0+00 119 LF 8" PVC
)+59
��00 FT/FT
65
14 LF @
S=0.0200 FT/FT
—I.E.=446.51
34-
MFF=455
[S.S.M.H. #11, TYPE-1 4801
13 LF @ �
—7—
§=0-0200-TT FT
I.E.=448.95-
3-_33
MFF=456
S.S.M.H. #14
STA. 27+39.87, 5.00' RT.
MFF=460
I.E.=449.79
30 LF @
S=0.0200 FT/FT
0+00
F
3 L 0
O+Ooil
NO.
0
BY
I E =449 .35
COMMENTS 1/23/04
6" 4 REDUCE
PVll:ELEV = 459.77
4!' TEST TEE
COMMENTS 5-5-04
PER DETAIL SHEET 9
(TY�P
A.D. —1.17
AS-BUILT 09-19-05
ISM
MFF=457
K 64,28
i I LOOL
287;06,LA
EXISTING
GRADE STORM DRAINAGE CROSSING
I.E�=452.49
r F
m
I w
(L INTX STA. 15+11.22, S.E. 111TH STREET
= qTA 9R� 1 q R,i 1 47TH P1 IZ F
ro
0
SCALE: 1 20'
20' to' 0 20' 40'
HORIZONTAL DATUM:
WASHINGTON COORDINATE SYSTEM-NORTH ZONE
VERT.DATUM:
NAVD 88
BENCHMARK:
I KING COUNTY SURVEY CONTROL POINT #RENT1845,
BEING A CONCRETE MONUMENT WITH 3/4!' BRASS PIN, SET
1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
ELEVATION = 467.77'.
2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF
IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR
CENTER TOP OF HYDRANT. ELEVATION = 470�26'.
3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
1 FOOT ABOVE GROUND SURFACE, NEAR AW CORNER OF
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
+
Date BY
< Date
�i BY
CO
Date BY
011:1111rol
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0-Lif
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REVISIONS
NO.
PVI STA = - 27+69.88
BY
I
COMMENTS 1/23/04
PVll:ELEV = 459.77
2
COMMENTS 5-5-04
ESM
A.D. —1.17
AS-BUILT 09-19-05
ISM
K 64,28
75.00' VC
OCT
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EXISTING
GRADE STORM DRAINAGE CROSSING
I.E�=452.49
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(L INTX STA. 15+11.22, S.E. 111TH STREET
= qTA 9R� 1 q R,i 1 47TH P1 IZ F
ro
0
SCALE: 1 20'
20' to' 0 20' 40'
HORIZONTAL DATUM:
WASHINGTON COORDINATE SYSTEM-NORTH ZONE
VERT.DATUM:
NAVD 88
BENCHMARK:
I KING COUNTY SURVEY CONTROL POINT #RENT1845,
BEING A CONCRETE MONUMENT WITH 3/4!' BRASS PIN, SET
1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
ELEVATION = 467.77'.
2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF
IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR
CENTER TOP OF HYDRANT. ELEVATION = 470�26'.
3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
1 FOOT ABOVE GROUND SURFACE, NEAR AW CORNER OF
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
+
Date BY
< Date
�i BY
CO
Date BY
011:1111rol
�l
0-Lif
�l
REVISIONS
NO.
DESCRIPTION/DATE
BY
I
COMMENTS 1/23/04
ISM
2
COMMENTS 5-5-04
ESM
3
AS-BUILT 09-19-05
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JOB NC.� 1062-001-1)03
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DWG. NAME: AB-SS -04
DESIGNED BY:
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WIN A�BY
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CHECKED BY: GSL-JK
DATE 12/1/03
DATE OF
PRINT: 10-21-0,3
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1 6 OF 9 SHE� 7S
SCANNED OCT 2 8