HomeMy WebLinkAboutS-315204�4 FR 3.
REVISIONS
NG. GE>CPIFTr�N /GaiE 6'
1 I 1-11T 1123104 E 1„
2 I iEVEP .131 2112104 ES M
3 COMMENT 5 -5 -04 ESM
2M"
'PFGIs
�01►ILL
IXNPES 10/19/05
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JOB NO 1052 -001 -003
DWG. NAME: 55 -02
DESIC-NED B.,.. VW
I)RAWN Br. CP,
CNE, -H.EO B -,:
DATE. 121 tiO3
DATE OF
PPI.T
SS- 02
4 OF 9 SHEETS
C!7 4,1 I SCANNED OCT 08 °D"
0
-
A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON
'
iv
CD
o<r
I 0 +00 I.E.=
1
456.85
OIL
(/)
c
MFF =465
PROPOSED 10'
SCALE: 1" = 20'
10' PR P
WATER EASEMENT
S.S.M.H. #6, TYPE -, 480 SEWER EASEMENT
TYP.
�
STA. 95 +99.82, 0.00' TYP.
80 LF �
20' 10' 0 20' 40'
$= 0.0200 FT /FT
Lam.
(
0
cif �
1 I 5' I
FF =460 S.S.M.H. #5, TYPE -1 480
HORIZONTAL DATLM
WASHINGTON COORDINATE SYSTEM -NORTH ZONE
I
MFF =462
MFF =462 I.E.= 453.05
MFF =460 STA. 11 +12.24, 4.02' LT.
U p
MFF =463
I.E. = 454,35
VERT. DATUNk
10' PROPOSED I
I
I.E. = 452.21
NAVD 88
<
Y
SEWER EASEMENT
1 +07 23 LF
S- 0.0200 FT /FT 15 LF ®
20 LF ®
EIIETICF111AARK:
N
LLI Z
I I.E.= 456.06
I
$= 0.0200 FT /FT
0 +56
$= 0.0200 FT /FT
1. KING COUNTY SURVEY CONTROL POINT (%RENT1Z45.
2.5' 8 LF ®
S= O.O200
�- �-
0 +14
59 LF $" PVC
BEING A CONCRETE MONUMENT WITH 3/4' BRASS PIN. SET
BELOW GRADE, IN A STANDARD MONUMENT CASE.
_ �-
9S OO ( FE /FT 16 +1
0 +25
55
ELEVATION - 467.77'.
ELEVATION
LJ..I
(n
"- '-- _ 6 O
2. TBM #7 SET IN TOP NON MOVEABLE BOLT WITH "X" OF
IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAP.
w
Fr Q
1'�
00 1•
CENTER TOP OF HYDRANT. ELEVATION = 470.26'.
� Wrj
O
6 LF ® e>
, 63 LF $' PVC
3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE.
I FOOT ABOVE GROUND SURFACE. NEAR NW CORNER OF
Z
I 7 5,
5= 0.0200 FT /FT �
PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'.
cif
I
PROPOSED 10'
Q
95 LF 8" PVC I
WATER EASEMENT
A
J
Z
I LE.= 455.46) 0 +19 I
�0 00 C x ��
111TH
S.G. .1 ST
UQ
MFF =463
I
2
0 +52 i'
22 LF ® A.,
S= 0.0200 FT /F7
S.S.M.H. #7A, TYPE -, 480 10' PROPOSED
c
STA. 95 +05.00 SEWER EWER EASEMENT I
j I I =
LE.= 451.99
CHECKED FOR COMPLMIM RECOMMENDED
rxq Z
® O
I 11 LF ®
I
Alf
TO CITY STANDARDS FOR AL
Dote BY
E-4 °
S= 0.0200 FT/
I
MFF =459 5-m-315204
Date BY
F-1
86 LF
D
pmm� w a
PROPOSED 10' PRIVATE
I
S= 0.0200 FT /FT
Date BY
DRAINAGE EASEMENT LE.= 455.84 0 +75
87 LF ® 0 +82 �- -I•E.= 454.86
m
S= 0.0200 FT /FT
=
m
MFF =463 +
LE.= 455.28
a
I
480
480
6 "x4" REDUCER
P
I
4" TEST TEE
10' PROPOSED PER DETAIL SHEET 9 (TYP)
Q°
SEWER EASEMENT
°
I
TYP.
STORM DRAIN CROSSING PROPOSED
GRADE
EXISTING
GRADE
z 5'
w
z
_
1+35
I.E.= 457.80
o
L E.= 455.93
I
ACCESS ROAD
- - - -
LOT 21
' I 9 LF ® S= 0.0200 FT /FT
MFF =461 MFF =460
- -
- --1
460 - -
o 460
o
a
-
I MFF =464 5 �l
190 L.F.
8"0 PVC
® S = 0.0050 FT. /FT.
S.S.M.H. 76 TYPE 1
=
RIM 462.12
S.S.M.H. 6 TYPE 1
I.E. = 456.20 TO W
S.S.M.H. #76, TYPE -1 480
STA. 91+89.85 I
RIM = 460.76
I.E. = 455.25 8 "0 E, 8 "0 S. 6 "0 W MH*6
_
TO MH# 7B
90 LF 8" PVC
I.E. = 455.15 TO N
1'= 20' HORIZ.
I I
SCALE: 1'= fo'vERr.
L - - - - - - - - -
- - - - - --
440
440
- - - --
90 +00
91 +00
92 +00
0-
w
a
480
v°') °�° v00i
480
00
Ui �i
480
KEY MAP
Li
0
o V) °O
I o
NOT TO SCALE
[if o(I
Li
m
z J
5'
LS D J
v v w
PROPOSED
w PROPOSED EXISTING
GRADE
J GRADE
GRADE EXISTING
GRADE
STORM DRAIN CROSSING
I.E.= 455.67
STORM DRAIN CROSSING
I.E. = 455.65
UJ LOT 19
460
-- - - -
- - _
460
- - - - -
S.E. 1 1 ,
o
TH ST.
460
-1 9
•
95 L.F. 8 "0 PVC ® S
z
°-
L/)
163 L.F.
8 "0 PVC ®S = 0.0224 FT /FT 59 L F 8
= 0.0262 FT. /FT.
S.S.M.H. 7A TYPE 1 S.S.M.H. 6 TYPE 1
RIM = 465.87
440
S.S.M.H. #6, TYPE 1 3' MIN.
RIM = 460.76 COVER (TYP.)
LE. = 455.25 8 "0 E, 8 "0 S, 6 "0 W
I.E. = 455.15 8 "0 N
0 PVC
® S = 0.0422 FT /FT-
1.5' MIN.
SEPERATION (TYP.)
440
RIM = 460.76
I.E. = 457.74 8 "0 N I.E. = 455.25 8 "0 E, 8 "0 S, 6 "0 W
I.E. = 455.15 6'0 N
MH #7A TO MH# 6
440
S.S.M.H. 5 TYPE 1
' =20' HORIZ.
SCALE: I " =fo'vERr.
y
Cal 2 Working Days Before You Dig
S.E. 111TH STREET
RIM = 451.50
1 -800- 424 -5555
IE. = 451.50 8" 0 S
I.E. = 451 8 "0 N
Utilities Underground Location Center
SCALE: 1 =20' HORIZ.
t " =10' VERT.
.40
WrND,
(D.MT.t�.OR.WA)
O
10 +00
11 +00
95 +00 96 +00
�4 FR 3.
REVISIONS
NG. GE>CPIFTr�N /GaiE 6'
1 I 1-11T 1123104 E 1„
2 I iEVEP .131 2112104 ES M
3 COMMENT 5 -5 -04 ESM
2M"
'PFGIs
�01►ILL
IXNPES 10/19/05
b
L
_ U
u
J mi c
t
rC u
ca
C b
Ca
W a n
LU
Z ® o a
z _
a
W m c
3 N m�
Z a. m �m
S � L=
J 01 0 3 U
N U
�3 ° c0
Z�� Jo
J
U
mm
m
4!
� n
3 bL
1 3 m3
t
WD
is
3
UIL
O
Z_
3
LLI
J
LL.
�j 0
z
z
Z
W a
2 �z
= I.L cr
co,�w�
OC (T >-
Z E1
,Z
V
O
V
(9
Z
]C
JOB NO 1052 -001 -003
DWG. NAME: 55 -02
DESIC-NED B.,.. VW
I)RAWN Br. CP,
CNE, -H.EO B -,:
DATE. 121 tiO3
DATE OF
PPI.T
SS- 02
4 OF 9 SHEETS
C!7 4,1 I SCANNED OCT 08 °D"