HomeMy WebLinkAboutS-315205rvLfL- L 1. 9 4 FR 3."
REVISIONS
ND. DESCFiPT,6e, /DATE Br
I r@MENT. 1123101 EJ1
2 SEVEP AOJ. 2112101 :M
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JOB NO 1062 -001 -003
DWG. NAME. _SS -03
DESIGNED 8, VW
DRAWN 8� CP.
�-ECKED 8,
DATE 12/1!03
DATE OF
PRINT
SS -103
5 O 9
F SHEETS
SCANNED OCT 08
V
o
A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON S.S.M.H. #11, TYPE -1 480
M
I
8" LAMPHOLE CLEANOUT
SEE SHEET 7 OF 9 STA. 24 +88.86, 6.25' RT.
g
. (
�a
32 LF C� I S.E. 110TH COURT
�
oc/') c
MFF -460 FT /FT MFF =457
FS�0,0200
PROPOSED 10'
LE.= 447.68
SEWER EASEMENT LE.= 44 ?.84
MFF =460 I.E. = 448.58 1 +70 MFF =457 MFF =455 MFF =453 MFF =452
1
1 +82 MFF =450
30 LF ® 28 LF ® LE.= 446.73 0+75 LE.= 446.08 LE.= 446.33
J
22 LF ® 0 +00 S= 0.0200 FT /FT S= 0.0200 FT /FT 28 LF ® 28 LF @ 0+ 0 35 LF ® 1
S= 0.0200 FT /FT I.E. = 448.76 0 +18
S= 0.0200 FT /FT S= 0.0200 FT /FT S= 0.0200 FT /FT I
LL
Y c
C-)
95 LF 8" PVC ® - s
S =0.040 FT /FT 0 +00 22 +00 0 +41
U
23 +00
-t - -- - -- -{ ----- - - - - -- + - -- -- --- - -- 24 +00 0 +00
Z Q
- - -- - F---- - - - - -- - - - - -- H I.E.= 446.54
, - -- + - - - -- - I
S .0 0
5= 0.0200 FT /FT T -- _._._,\`�
V) Of
MFF =460
_Q
I.E.= 448.64 S= 0.0200 FT /FT
,.
0 +00 0 +00
W
S.S.M.H. #9, TYPE -1 480
Q W
14 LF
x STA. 21 +86.43, 5.00' RT.
S= 0.0200 FT /FT x
S= 0.0200 FT FT O
S.S.M.H. #8, TYPE -1 480 / O
80 LF 8" PVC K`
p
STA. 21 +007.22,8.30' LT. I.E.= 445.70
��
Z
I.E.= 446.22
O
�
I 233 LF 8" PVC � r0
Y.
I
I
ZQ
# 64 LF 8" PVC GJ
-y S.S.M.H. 10, TYPE -1 48m
STA. 24 +16.87, 4.97' RT.
(/1
_1
i
20 LF 6 "x4" REDUCER
S= 0.0200 FT /FT MFF =456 4" TEST TEE
PER DETAIL SHEET 9 (TYP)
SCALE: 1" 20'
I.E.= 449.23 +
i
y
°
MFF =460 PROPOSED 15'
94 LF 8" PVC DRARdAGE EASEMENT 20' 10' 0 20' ao'
S.S.M.H. TYPE-1 4T. 0 +70 i MFF =455 HORIZONTAL DATUM:
O
STA. 20 +16.11, 7.62' LT. I
16.
WASHINGTON COORDINATE SYSTEM -NORTH ZONE
s
s CL INT'X STA. 11 +68.41, S.E. 111TH ST.
�y y
= STA. 20 +00.00, S.E. 110TH CT. VERT. DATLAk
NAVD 88
�
�
I 1Q
BENCHMARK:
1. KING COUNTY SURVEY CONTROL POINT #RENT1845.
i - ^ MFF =455 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET
1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE.
12
(D I +00 ELEVATION = 467.77'.
G,�� 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH -X' OF
AP NEAR
0.26
o CENTERRTOPYOFAHYDRANT. ELEVAT ON 4 �
�---_� �� •J 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE,
1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF
PROPERTY AS SHOWN ON MAP. ELEVATION = 46516'.
�n
r
�= o
S-315205
I!
H.P. ELEV = 459.87
=o
0 L.P. ELEV = 457.29
H.P. STA = 21 +68.14
-
°
_ = L.P. STA = 20 +45.61
PVI STA = 2i+61.22
a °
° PVI STA = 20 +56.80 PVI ELEV = 460.66 L.P. ELEV 452.25
=
"
PVI ELEV = 456.80 A.D. = -6.50 L.P. STA = 24 +99.24
A.D. = 5.70
K = 15.38 PVI STA = 24 +99.24
_ K = 13.16 PVI ELEV = 451.20
°o 100.00' VC
480
75.00' VC
O 00 A.D. = 5.60
480
+ + K = 26.79
0 _ rn 150.00' VC
N 0
N= EXISTING N
3
O O m
d ¢'a 7 '`1 0) = ro GRADE N
s<
o�
-
V) V) II rn U' 0) 06 + 1b +
n _
w + In O � N 04 N
° N PROPOSED
U
a
U L,1 w
j w STORM DRAINAGE CROSSING j L m w GRADE + tn
a
m I.E. = 453.66 `' 't
R CROSSING
w
w
460
49.951NAGE
STORM DRAINAGE CROSSING SE. �
460
o
I. E. = 449.60 rn
_ STORM DRAINAGE CROSSING
m
I I.E.= 447.21
94 L.F. - 8 "0 PVC ® S = 0.0050 FT /FT 80 L.F. - 8 "0 PVC
o 0
® S = 0.0050 FT /FT 233 L.F. - 8 "0 PV ® S = 0.0100 FT /FT 64 L.F. - 9'0 PVC
440
S.S.M.H. 4 TYPE 1
t.5' MIN. 3' MIN. CAA S = 0.0050 FT /FT
440
RIM = 457.50
I.E. = 448.91 8 "0 S, 8 "0 E TYPE 1 SEPERATION COVER (TYP.)
S.S.M.H. 10 TYPE 1
RIM = 458.67 S.S.M.H. 9 TYPE 1 - 453.41
- 448.81 8 "m N (TYP) RIM
I.E. - "m "m "m
I.E. = 448.34 8 S, 6 N, 6 _ 445.42 8 "0 CW, 8 "0 SE, 6 "0 S S.S.M.H. 11 TYPE 1
W RIM = 459.66 I.E. -
"0
z
I.E. = 48.24 8 NE I.E. = 447.85 8 "0 SW I.E. = 445.32 8 "0 NW RIM = 452.14
KEY MAP I.E. = 447.75 8 "0 NE I.E. = 445.84 8 "0 SE, CO N
v1
NOT TO SCALE I.E. = 445.74 8 "0 NW
w
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Dote BY
Call 2 Working Days Before You N
1 -800- 424 -5555 S.E. 110TH COURT" Dote 8Y
Utilities Underground Location Center 1"=20' HORI Z.
SCALE: Dote BY
(ID,MT,ND,OR,WA) Y'= 1o'vERT.
0
z
20 +00 21+00 22 +00 23 +00 24 +00
Uzz
rvLfL- L 1. 9 4 FR 3."
REVISIONS
ND. DESCFiPT,6e, /DATE Br
I r@MENT. 1123101 EJ1
2 SEVEP AOJ. 2112101 :M
`l1.. may
,$
y
P�c2Z
��UNIIL -
S -Z7
OOFES 10 /19/05
d
3
U U
u
_ U
U
as C6
E
_ a
LU > au
W
Z as
n z -
z
W p Y
3 W d
E
a N and
Z IL 10 E o
f 0 IO CC
� U m G 3v
Q N U
3 Q I
a°
z zs > i
Ja
pmt
U 5=00 f0 E
Q�
m
3 dt
m3
WU
�II
-NIL c
UQ
Z
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U
Z_
3
W
J
li
U O
z
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W Q Z
0 a
cr1 >-
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Q
to
O
U
C9
Z
`1
JOB NO 1062 -001 -003
DWG. NAME. _SS -03
DESIGNED 8, VW
DRAWN 8� CP.
�-ECKED 8,
DATE 12/1!03
DATE OF
PRINT
SS -103
5 O 9
F SHEETS
SCANNED OCT 08