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o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
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Cf) r` S.S.M.H. 15, TYPE-1 480 168 TYPE -1 480
W � Z C/) ,'�, � Uc:� STA. 74 +98.23, 35.0' RT. S.S.M.H. #16, TYPE -,1 48� STA. 8 +1.33 35.0' RT.
n 4 1 76 + 0p STA. 76 +30.78, 35.0 RT.
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SIR 900 (RENTON- ISSAQUAH ROAD)
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:2 a- Q 10 PROPOSED X 80 LF 8" PVC /
O ..� -__!! SEWER EASEMENT 133 LF 8" PVC X X
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Of 10' PROPOSED 21 1 LF 8" PVC �'' J j
- V) w DRAINAGE 6 PROPOSED DEVELOPMENT
Of Q W EASEMENT BY OTHERS
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}- S.S.M.H. #17. TYPE -1 480
� 132 LF 8" PVC STA. 79 +21.33,
° 35.0' RT.
~ MFF =453 x X
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Q MFF =451 MFF =450
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S.S.M.H. #10. TYPE -1 480 SCALE: 1 of = 20'
a SiA. 24+11.95, 4.97' RT.
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+ HORIZONTAL DATUM:
O Q >° 1''-- WASHINGTON COORDINATE SYSTEM -NORTH ZONE
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`'r► VERT. DATUM:
NAVD 88
r o I< BENCHMARK.
+00 � O 1. KING COUNTY SURVEY CONTROL POINT #RENT1845,
I �' MFF =452 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET
y 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
Q, � � � o ELEVATION = 467.77.
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2. TBM # 1 SET IN TOP NON MOVEABLE BOLT WITH "
IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT 15 NEAR
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CENTER TOP OF HYDRANT. ELEVATION = 470.26'.
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'.
`r d AS -BUILT CERTIFICATION: � 05
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� 460 S. E. 1 10TH CT.
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS �,TEVF,IV
3 r i = 460 OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT 'oF WA, C'
PROPOSED �, Z)
0 OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION.
GRADE I O �•
W u :z<< THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN "
1z w Ln 0 ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
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z LOT 6 �� STORM DRAINAGE CROSSING PRACTIC 'E MAKE NO OTHER WARRANTY EITHER EXPRESSED
0 20, 450 I.E.= 448.17 EXISTING
W - GRADE 450 OR IMP
31667�p '
-- ____ V. Z GAR E.S. NO. 3166 7
O /O'� /�O� EXPIRES 12/13/2007
-- DAT _!
132.2 L.F.
440 g"0 PVG -0 t e248 -Ff./ F�:
0 Q 440 4 S 0.0252 FT. /FT.
1-35 L. " _ -�
3' MIN. 132.5 L.�, 8 0 PVL � S �0J06 fT. = W Z
S.S.M.H. 10 TYPE 1 COVER (TYP.) � S = 0.0305 FT. /F T. U m h-
L 3 T.G. = 4333 453.65 S.S.M.H. 15 TYPE 1 W Z
I.E. _X45. -38 8 "o W, 8 "0 SE, 6 "0 S T.G. _ *5TTY 451.69 S.S.M.H. 16 TYPE 1 CHECKED FOR 2 Y I.E. = 445s�8 8"0 N I.E. - 44 _ _ Q W 0 0 COMPLIANCE RECOMMENDED
430 5.09 (CTR CHANr�EI) I.E. - -x-42 8 „0 S 1.5 MIN. T.G. _ 443.99 446.47 V 430 TO CITY STANDARDS FOR APPROVAL
I.E. =--441.--90 8 O NE SS PERATION (TYP.) I.E. - ��$ 3 8 "0 SW
I.E. = 441.76 (CTR ,,iiANNEL� I.E. _ 4;37-: 33 TO NE
I.E. = 437.72 (CTR CHA __0 Date BY
Q SR 900 (RENTON- Date BY - SCALE : 1w= 20' HoRlz. - ISSAQUAH ROAD )
- -
Q 1 " =10' VERT.
_ - -- - - - - -- - - -- - - -- Date - BY --
75+00 76 +00
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KEY MAP
NOT TO SCALE �l
4 50 EXISTING - -1
GRADE 450
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1
� 440 440
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W 9.2
80 - f
O Q 21 1 .2 L. F. 8 "0 PVC $ W5@- fT:/fT-. ..
C� 0 (,0.) F S.S.M.H. 16 TYP 1 8 0 PVC ®S -
= m
T.G. -MW-4+ EXISTING 446.21 ® S
0.031 $ f
I.E. = 4M.� 8 O SW 430
(� I.E. _ *36 *2 " NE
W �.E . 436.52 �c_,OT R ; E�nrJrjE I ; S. .M.H. 17 TYP 1
3 MIN. COA 2 Workhp Days 9M0or• You C%
Q W T.G. = 446 oe 445.x,,
V COVER (TYP.) SIR 900 (RENTON- ISSAQUAH ROAD) I - E. _ *3+. -40- TO SW 1- 800 -424 -5555
I. E. - 434.39 S 0 N
1 "= 20' MORI Z. � F . 434.01
(CTR C � n � J r ! � l ; tJwli�s ur>d�Wasxi Llocalior► C�rt�r
SCALE: �_ t0• vERT 0D T.ND,0RWA)
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