HomeMy WebLinkAboutWWP2703616.6A PORTION OF SEC 137 14 & 247 TWP 23 N, RGE 5 E, WM, KING CO, WA
� T
z
v z
W
0
ry O
' ^
z
W
X
W
w
W
U_
rr
I—
Q
J
O
O
U
Q
0
Q
465
460
455
450
445
440
1V
0
0
0
10
0 GG JriLC I JJ—V I
--L,�. ,, PID #7229700070 PID 17229700065
+ #13453 HOUE I I` �1 HOUSE #13435
$ FIRST FLOOR ELEV.=470.52 FIRST FLOOR ELEV.=467.26
f
j
I
co� INT.
T- � STA. 101 +71.63, 168TH AVE SE EXISTING OVERHEAD EXISTING POWER CONTRACTOR TO COORDINATE
STA. 506+68.44, SE 136TH ST POWER POLE WITH QWEST (DALE HARTMAN
W 253-372-5364) FOR THE
S.S.C.O. 2
(%� I S.S.C.O. #2 EXISTING POWER TRANSITION PT. TRANSITION PT. RELOCATION OF EXISTING #
° STA. 104+20.13, STA. 105+44.41,
POLE STA. 103+53.95, q TELEPHONE LINES 1 1,79' LT.
° > � r, � EXISTING POWERf�_7
STA. 102+47.69, 13.00' LT. \ 13.00' LT.
° POLE 4.00' LT.
TRANSITION FROM INTERIM - -- -- -- -- -- -- ------ -- -- -- --
_ JTO PERMANENT S.S.F.M.- \ ' i +
--- .
_
�l PULZ
T — _..
? WO S.S.F.M.
1n9+00 103+00 104+00 1 1 105+00
�� II
FUTURE S.S.M.H. #H1 -OF
STA. 100+84.30, 1.50' RT.
SEE HERITAGE PLAT SANITARY
SEWER EXTENSION (LIBERTY HIGH
SCHOOL) CONSTRUCTION PLANS
I
0
0
0
j ( 1
I
I 1
60' R/W V)
EDGE OF W =
PAVEMENT Z
W
I I I p
TRANSITION PT. APPROXIMATE WATER LINE LOCATION
STA. 102+80.00, EXISTING WATER
PER FIELD LOCATED PAINT STRIPES
EXISTING OVERHEAD 14.00' LT. SERVICE (TYP.) AND VALVES
POWER
PID #7229700105
HOUSE #16806
FIRST FLOOR ELEV.=474.09
PID #7229700110
HOUSE #13442
FIRST FLOOR ELEV.=466.70
168TH AVE SE
PID #7229700120
VACANT LOT
'01 001 M I O n cD t\ 00
tf7 u7 CC M N z; 0 r-
cD I d
� INT'X.
A. 101 +71.63, 168TH AVE.
STA. 506+68.44, SE 136TH ST
1.5' CLEARANCE BETWEEN
EX. WATER AND SEWER
JL'0 HDPE S.S.F.M.
(PERMANENT)
N
t�
M
M
to
Ni
4
r�
+w
+w
+
+
OD
OD
OQ
OQ
d
Q
Q
d
X.
c~nw
C/)w
U)w
ulw
RIM = 465.40
I.E. = 459.95, 8''0 W/INSDE DROP CONNECTION
I.E. (IN) = 456.54, 8" 0
I.E. (OUT) = 456.31, 10"0
SEE HERITAGE PLAT SANITARY SEWER EXTENSION
(LIBERTY HIGH SCHOOL) CONSTRUCTION PLANS
100+80
101 +20
101 +60
TRANSITION FROM INTERIM I S.S.C.O. #2
TO PERMANENT Vo S.S.F.M. W/DOUBLE SWEEPING WYE
RIM = 465.76
I.E. = 459.17, 27 S.S.F.M.
MIN. SLOPE 0.50%
102+00
CONSULTING ENGINEERS L L C
WARNING: gdg �;e210 I ®I I
Federal Way, WA 98003
FEDER& WAY (253) Waal-6113
THE UTILITY LOCATIONS SHOWN www•esmcivil.com EVERET (509) 962-9900
EVERETT URG (509) 297-9 -
08
Civil Engineering Land Surveying Land Planning
ARE APPROXIMATE ONLY. DEPTH Public Warks I Pra;ect Management I Landscape Architecture
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1655-001-01 1
102+40
102+80
0 MST SUBMITTAL
1 SECOND SUBMrrTAL
2 MYLAR SUBMfTTAL
� tl KIv F 7,
HDPE S.S.F.M (PERMAN
REVISION
103+20
EXISTING GROUND
ROAD
3' MIN. COVER —
(TYP.)
i
i
1-
M
(6
rn
00
roW
+Ld
V)oQ
oQ
d
d
w U)w
v~)w
103+60
ESM 11/22/11 SURVEYED:
ESM 12 23 11 DESIGNED:
ESM 1/11/12
DRAWN:
CHECKED:
_.. �P P R APPROVED:
104+00
104+40
104+80
W/DOUBLE SWEEPING WYE
RIM = 454.46
I.E. = 451.46, S" S.S.F.M.
105+20
SCALE
VERTICAL: NAVD 1988
C T Y O E
1 0s LL9 HORIZONTAL: NAD 1963/183/1991 ,�
MPEN TON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE: 1"=20' HORIz.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT-01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
w BRIARWOOD
0 ELEMENTARY
> SCHOOL
Q
_ B
ou
SE 736TH ST
_j
SE 137T�pL I
0 V)
LIBERTY w
HIGH a
SCHOOL
_j t L-i
SE 144TH S� T
MAYWOOD
MIDDLE
SCHOOL
KEY MAP
NOT TO SCALE
465
(0O
460 LO
0 n
r�
N
455 M L
LIJ =
_Z t/)
J W
W
450 = U)
U
Q
445 S=36 1606
CHECKED FOR COMPLIANCE TO CITY STANDARDS
71ts z
DATE:
ISSAQUAH SCHOOL DISTRICT 01/11/201%
SANITARY SEWER EXTENSION FIELDBOOK:
PAGE:
PLAN AND PROFILE: 168TH AVE. S.E. DRAWING NO:
EXISTING S.S.M.H. STA. 100+84.30 TO 105+60 SS-02
SHEET: OF.1
—J 440
105+60