HomeMy WebLinkAboutS-315203M o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY Ir WASHINGTON gINGTON
N U) I l 1'1
a x S.S.M.H. #Z TYPE -1 484
3 STA. 13 +46.63, 3.78' RT. W LLI
I.E. = 450.06 5 '^
MFF' =457 vJ
26 .o o I A MFF =460 uj
I.E. = 449.70 -\S= 0.0200 FT /FT MFF =457 MFF =457 li
w 108 LF 8° PVC S=0.0200 FT /FT S.E. 111T 288 LF 8" PVC
2 � INT'X STA. 16 +70.88, S.E. 111TH STREET
STA. 53 +36.56, 148TH AVE. S.E.
OCF 0 +62 ,0 +00 STREET _
<, - + T- F-
z �5 ti g GO
OD
13+-00 I / It
W �� - 14 +00 I T-
- 15 +00 ry
-�- 00 16 +00
I 16 0.88
--- - - - - -- -�- o -+ -
3z CE -
-- - --
tn U) --------
-- - -- Q 15 LF @
Of oo S= 0.0200 FT /FT +
X
15 LF
Z W �� jc' I.E.= 449.75 I I 15 LF ® 0 +78 1 +04 S= 0.0200 FT /FT S .0 0 2 +08 2 +34
S= 0.0200 FT /FT s= o.o20o Fr /Fr
�� 84 LF 8" PVC I LE.= 453.74 75 LF
S.S.M.H. #4, TYPE -1 484 I.E.= 452.96
I.E. = 456.40 S= 0.0200 FT /FT
STA. 11 +64.30, 17.24' LT. I I I.E.= 457.45
W
6••x4" REDUCER TEST TEE
4" 6 "x4" REDUCER +
9
PER DETAIL SHEET 9 (TYP) 4•• TEST TEE I PEI DETAIL SHEET 9 (TYP) I "
SCALE: l' 20'
MFF =459 I MFF =458
MFF =459 MFF =461 MFF =463
o MFF =459 20' 70' 0 20' 40'
VX4 Z S.S.M.H. #3, TYPE -1 484
0 C) o STA. 12 +63.06, 3.78' RT. I HORIZONTAL DATUNt
PROPOSED 10' WASHINGTON COORDINATE SYSTEM -NORTH ZONE
H I PRIVATE DRAINAGE S.S.M.H. #1, TYPE -1 484 VERT. DATUNt
Z CL INT'X STA. 13 +57.16, S.E. 111TH STREET EASEMENT STA. 16 +35.08, 3.78' RT,
NAVD 88
STA. 31 +18.50, FURTURE PUBLIC ROAD I
U G i BENC•F'NAARK:
a I CL INT'X ST?. 15 +12.37, S.E. 111TH STREET I- KING COUNTY SURVEY CONTROL POINT #RENT1345.
EXISTING HOUSE TO = STA. 28 +20.38, 147TH PL. S.E. BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET
1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
CID BE DEMOLISHED
IK -- ELEVATION = 467.77'.
.. .. F
c I ,; 00 '. -:. r - - -- -- - - -- _ IOWA FI E1 HYDRANT AS SHOWN ON MAP. BBLOT N15HNEAR
O
� o ° 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 NW CORNER OF
I PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
4q Ln 7 M . 04 c0 c0 O 0>
F Ln at M r t\ cV N OT O N
r co co ui Ln 0) co
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Lj PVI STA = 16 +02.86 N
II = J PVI ELEV = 465.01 = uj
o r a A.D. _ -3.03 a
CN - (n 0 L.P. ELEV = 455.52 PVI STA = 14 +98.21 F K = 24.79
To = L.P. STA = 13 +75.63 PVI ELEV = 458.98 00
F w 75.00' VC
PVI STA = 13 +94.34 A.D. = 2.10 vLj _
PVI ELEV = 455.18 K = 35.71 ^ cd 3 �0
(n A.D. = 4.88 75.00' VC N Mom o of OR
480 o K = 15.36 + + rl o o ^o + I• 480
a o 75.00' VC n °N° rn o v�
M _ tn
c°JOO� d din ��
II 6 + ni f- r
W N N 11
3 � N � I\ � J + O 07 `' 1
a oV) L) d d * On Ln o co T4 caw Ln q-
v
J w w
- 4 N Ln 11 m r7 6 + O > w I
Ln W m
w STORM DRAIN CROSSING + _ w
a STORM DRAIN CROSSING I.E.= 451.20 M j w
a I.E.= 453.06 EXISTING > w
Q STORM DRAIN CROSSING 00 w STORM DRAIN CROSSING >
I.E. = 451.60 GRADE m I.E. = 452.64 w m PROPOSED ( -
� 460 - - � 7 �
460
m
b 288 L.F. 8'4 PVC ®S = 0.0300 FT /FT
108 L.F. 8 "4 PVC ® S = 0.0055 FT /FT 84 L.F. 8••4 PVC ® S = t0051FT C MIN. S.S.M.H. #1, TYPE 1
COVER ..:. 1.5' MIN. (TYP•) - RIM = 465.79
I.E. = 458.71 8 "4 W
SEPERATION 440 S.S.M.H. 4 TYPE 1 (TYP.) 440
RIM = 457.50 S.S.M.H. 3 TYPE 1
I.E. = 448.91 8 "4 E, 8 "4 SW RIM = 456.76 RIM = 455.68
I.E. = 448.81 8 "4 NW I.E. = 449.55 8 "4 E, 6 "4 S I.E. = 450.07 8 "4 E, 6 "4 N KEY MAP
Z I.E. = 449.45 8 "4 W I.E. = 449.97 8'•4 W
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of CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APP VAL
Date B
Date BY Cab 2 Working Days Before You Dig
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S.E. S 1111 � STREET Date BY 1 -800- 424 -5555
1"=20' HORIZ. Utkbm Underground Location Center
SCALE: 7 " =10' VERT. (ID,MT,ND,OR,WA)
0 12 +00 13 +00 14 +00 15 +00 16 +00
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REVISIONS
NO. DESOPlP ON /GATE B/
I COMMENT_ 1/23/04 1 ,M
2 EVEP ABI 2112104 41
3 COMMENT_ 5 -5 -04
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JOB NO 1062 - 001 -003
DWG. NAME: SS -01
DESIGNED 61. 5JW
DRAWN B� "JR
CHECKED B, .
DATE:
DATE OF
PRINT
SS-01
3 OF 9 SHEETS
C n ; - ' 1 ' "I c, ' SCANNED OCT 0 F