HomeMy WebLinkAboutS-315207'l 1�94 FR *41
REVISIONS
NO DESCMPjN/DA Tr gv I COMMENT; t/23/04 EM
2 COMMENT, 5-5-04 E:M
X
04
D(P*tES 10/119105
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DATE, 12", '03
DATE OF
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A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
S.S.M.H. #15, TYPE-1 4801
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STA. 75+05.85, 35.0' RT.
S.S.M.H. #16, TYPE-1 480
S.S.M.H.
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STA. 76+30.78, 35.0' RT.
I — — -----------
77+00
78+00
— — --------------
SR 900 (RENTON- ISSAQUAH ROAD)
(3
�
S FFT
z z
U) 0'-
49
0
128 LF 8" PVC
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4
LLI
V) LLI
10' PROPOSED ------
10' PROPOSED
325 LF PVC
PROPOSED
DEVELOPMENT
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Of
PRIVATE
DRAINAGE
EASEMENT
E
SEWER EASEMENT
BY OTHERS
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132 LF 8" PVC
S.S.M.H. #17, TYPE-1 480
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MFF=453
MFF=452 MFF=450
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TYPE 480
SCALE: I" - 20'
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S.S.M.H. #10, -1
STA. 24+16.32, 4.97' RT.
1%2% - MEMMM
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HORIZONTAL DATUM
0
All/ WASHINGTON COORDINATE SYSTEM-NORTH ZONE
VERT. DATLM
NAVD 88
1_4 W
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EMENCFWAAFIK:
?4+00
1. KING COUNTY SURVEY CONTROL POINT #RENT1845.
MFF=452
BEING A CONCRETE MONUMENT WITH 3144:* BRASS PIN. SET
KV 1.6' BELOW GRADE. IN A STANDARD MONUMENT CASE.
=
ELEVATION 467.77'.
2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF
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•
-
IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR
470.26'.
ID
/ /
CENTER TOP OF HYDRANT. ELEVATION =
3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
SEE SHEET 6 OF 9
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'
C-4
N
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460
S.E. 110TH CT.
3:!
460
STORM DRAINAGE CROSSING
PROPOSED
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I.E.=449.2
LOT 6
GRADE of F-O !� 0 PROPOSED GRADE
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STORM DRAINAGE CROSSING EXISTING
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450
450
I.E.=448.0 GRADE
0
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132 L.F. TO 0.01
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128
0
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LF, To PVC
440
@ S 0.0422 FT. FT.
FT.
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3
W
440
3' MIN.
Z
S.S.M.H. #10, TYPE 11 COVER (TYP.)
3
11,
1$
430
T.G. = 453.33
I.E. 445.84 TO N
I.E. 445.74 TO S
S.S.M.H. #15, TYPE
T.G. = 450.00± S.S.M.H. #16, TYPE 1
I.E. = 443.50 TO S 1.5' MIN, T.G. 444.00
I.E. = 443.40 TO NE SEPERATION IMP) I.E. 438.00 8 "0 SW
W Z
< LU 0
430
CHECKED FOR COMPLIANCE RECOMMENDED
TO Cff STANDARDS AL
FOR AMM
I.E. = 437.90 TO NE
Dote BY
of
SR 900
(RENTON- ISSAQUAH ROAD)
=
SCALE: l20' HORIZ.
-
Date BY
1 =1D'
Date BY
75+00 76+00
1
KEY MAP
NOT T( SCALE
450
PROPOSED GRADE
EXISTING
GRADE
PROPOSED GRADE
450
BY OTHERS
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0
Z
7'
V)
440 LL
0
440
>
ZW —
>
325 L.F. TO PVC @ S = 0.0050 FT./Fr,
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On
0: in Z
<
L
S.S.M.H. #17, Tl�PEl
430 p
T.G. - 444.9 +W -
430
MIN.
W Z COVER (TYP.)
w 0
E. = 436.27 0 S
I.E. = 436.17 TO N
Cal 2 Working Days Before You Dig
SR 900 (RENTON- ISSAQUAH ROAD)
1-800-424-5555
1"=20' HORIZ.
Utillitm Underground Location Center
SCALE: 1"=10'VERT.
I I I (ID,M[TND,0RWA)
z
77+00
78+00
79+00
'l 1�94 FR *41
REVISIONS
NO DESCMPjN/DA Tr gv I COMMENT; t/23/04 EM
2 COMMENT, 5-5-04 E:M
X
04
D(P*tES 10/119105
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3 a,
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JOB hij
DWG NAME 5s-05
DESIGNED 6,
0 AW11 8,
1-HECvED 8�
DATE, 12", '03
DATE OF
POINT-
SS 05
7 OF 9 s-m,
C' t-) ' - - '/r _. ` � SCANNED OCT OR