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A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
IS.S.M.H. #15 PE-1 4801 - -------- -
IS #11.613 TYPE 4811-
75+00 S.S.M.H. E
STA. 74+98.23, 35�0' RT. 1 480
5 S�S�.M�Hj+3 3,3�
35 0' RT.
1 0' RT. 76 +30.78, 3
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10' PROPOSED
0- SEWER EASEMENT
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V)F- 10' PROPOSED 211 LF 8" PVC
439.
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V) LLJ DRAINAGE PROPOSED DEVELOPMENT
EASEMENT
BY OTHERS
Ed
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�S 17, TYPE-1 480 fl
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+2#1.33, 35.0' RT. 132 LF 8" PVC
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MFF=453,
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MFF=451 MFF=450
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1 0 1 SCALE: 1 20'
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RT. STA. 24+11.95, 4.97' R
44 Z 439.11 0 X c0* 20' 10' 0 20' 40'
/Z/ HORIZONTAL DATUM:
C) v �r
WASHINGTON COORDINATE SYSTEM-NORTH ZONE
X,
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2
>_4 z VERT.DATUM:
H n q ,
NAVD 88
0
4 BENCHMARK:
4 1. KING COUNTY SURVEY CONTROL POINT #RENT1845,
BEING A CONCRETE MONUMENT WITH 3/4!* BRASS PIN, 3__ SET
MFF=452 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
0
ELEVATION = 467.77'.
4,1
c Y wit / 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH ">�' OF
IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR
CENTER TOP OF HYDRANT. ELEVATION = 470�26%
A� 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
SEE SHEET 6 OF 9 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
rAS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS vv
460 S. E. 1 1 OTH CT. 460 P...
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT 4. qF WAS&
z OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
PROPOSED < DIRECTION.
AIDE
GR
THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN
:z ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
COT 6 PRACTICKE MAKE STORM DRAINAGE CROSSING NO OTHER WARRANTY EITHER EXPRESSED
EXISTING
II w y°
b eon 450 x 4
I.E.=448.17 I OR IMP L 31667
GRADE 50
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IN s 9/13/2007
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.33 453.65 S.S.M,:H, TYPF 1
TG. 453
I.E. 445.38 5'0 W. TO SE, 6'0 S T.G. 452-.,9e±- 451.69 S.S.M.H. #16, TYPE 1 CHECKED FOR COMPLIANCE RECOMMENDED
a I.E. 4A6-.28- 5'0 N I.E.,= 445.09 (CTR CHANNEL) I.E. 442.00 8'* S 1 5'� MIN. T.G. = 44-3-.99- 446.47 < w 0
430
2 0) L) 430 TO CITY STANDARDS FOR APPROVAL
... ... �PERATION (TYP�) I E A37-80-
8:0i_
I.E. 441.76 (CTR CHANNE11, I.E. 437.73 NE
Date BY
I.E. 437.72 (CTR CHA NEL)
SR 900 (RENTOW ISSAQUAH ROAD)
Date BY
SCALE: i"� 20' HORIZ.
*'=IO'VERT. Date BY
75+00 76+00
ED
KEY MAP
NOT TO SCALE
EXISTING
450 450
GRA E
S31- 5224'
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cr --------------
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0 440 U. z 440
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Z @1 S = �OCO)3�17�1/Ff
< LE. =
4 LE = -4-315-&2- 430
39
UJ Z I.E. = 436.52 �COTRNCEHANNEQ S.S�M:H . #17. TYPE 1
3' MIN. Call 2 WorkiV Days Before You Dig
T.G. ---446-.GG- 445.57
< Lu 0 COVER (TYP.) LE 7 434.4B 8'* SW
mulc5l SR 900 (RENTON- ISSAQUAH ROAD) - 1-800-424-5555
I.E. �-+34-.30-8"O N Utilities Underground Location Center
1 „ =10' VERT.
1"=20' HORIZ. I.E. =, 434.01 (CTR CHANNEL)
SCALE, 0DMTND,0RWA)
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scANmED OCT 2 8
REVISIONdS
NO.
DESCRIPTION/DATE
BY
I
COMMENTS 1/23/04:
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COMMENTS 5-5-04
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JOB NO.: 1062-001-003
DWG. NAME: AB- S:'. -05
DESIGNED ay:
siw
DRAWN BY:
WE
CHECKED BY: GSL-JK
DATE: 12y': /03
DATE Of 10 -21 (1
7 OF 9 SHEETS