HomeMy WebLinkAboutWWP2703616.55w
< J
z O
Q O
w =
Ix o U
Q 05
_F,.I
O
O
Q
a.
I
Z
0
Z
w
X
w
ir
w
w
Q
u_
PID #7229800115 PID #7229800120
APPROXIMATE LOCATION ' ATER LINE
PER FIELD LOCATED PAINT STRIPES
EDGE OF EXISTING PATH --N I EXISTING OVERHEAD PUWER
EXISTING IILVERT -- -
1 -- ----` EXi .E^ tEPHOELE^-
rr� POWER
f=_ N: 175432.82
E: 1323117.96�
Q2.92�'45'
17" W
•
2"0 HDPE
N: 175435.00
aS.S.F.M.
E: 1323116.01�
+_-
EXISTING POWER VAULTS---,
M_—
_
----_........---
11 N: 175455.13
NN
I
�_- ¢
E: 1323108.39
:n
• I
z 3
o sz
r�
O
N 00' 17'29" E 30.93'
Z
W
V)
C�
Y �
—
t.-• 20.02' ,
�
A=42 02'45"
W
=
S.S.C.O. #4
EXISTING 'W,V---------�
U
STA. 5 e;ee-
/'%Jr�f80.1f0
N:
EXISTING TEL. MANHOLE --1
DOUBLE SWEEPING
EXIST INiG CULVERT- - —
WYE. SEE DETAIL
SHEET SS-07
EXISTINv -WATER
EXISTING TF-LEPHON tE —�—
PID J7695500010
168TH
AVE
SE
(UNIMPROVEM
m
395
a
a
Q
390
O
N
385
to
=
0
W
W
Z
W
_j
380
2
375
370
1«
1- v?
A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
''� PID #1081100010
.d.. 1 a —
EXISTING 12" CULVERT
1, GUSE
W -�- -
'
m`
2
o D
_-, z
mmC
- $ G
Z
S
C
[D
m-,
m m
z CT)
N
TT
W
z
-
z
CD
o
D
PARKING LOT IMPROVEMENTS ARE SHOWN ON THE
MAYWOOD MIDDLE SCHOOL CIVIL CONSTRUCTION
PLANS, EXCEPT WHERE NOTED.
—EXISTING ROCKERY
EXISTING LIGHT POLE
60' KING C0UN7Y ? O EXISTING VERTICAL CURB fi
UtAYWOOD MIDDLE 0
RIGHT OF WAY j ,
! SCHOOL SIGN
` --EXISTING LIGHT POLE
N_ 175426.02 l
E: 1623120.50� # C> CD Q
i 41—a+— a�s �.•F—�r rr..��rrr irirrrr�rr �.. ..r��a
+9Z£ N 00'47'55" E 238.20'
_- EXISTING POWER ~�
'i POLE -
�,
L=7.43 I �- EXISTING ROCKERY
R= 1 1 APPROXIMATE LENGTH, 24 L.F.,
33'04"
�=42 33
INSTALL CASING ON FORCE MAIN. CENTERED ON WATER
MAIN. EXTEND 10' EITHER SIDE OF WATER MAIN,
� ,,,�—.,SEWER FORCE MAIN MUST BE LOCATED 1.5' LOWER
N ; THAN WATER MAINS. SEE DETAIL ON SHEET SS-07.
EXISTING TELEPHONE LINES
1
EXISTINIG GAS
' _-- EXISTING POWER
t
PID #1081200590
--
04
S.S.C.O. #5
STA. -H91-r6e..ee-
�LrI�- 6/.27
d
1�5/N, 07
N: .
O
_ /323//7.3ff
E: -
•
DOUBLE SWEEPING
O
O
WYE. SEE DETAIL
SHEET SS-07
+
00 O
--UU.--.._--_.........-_.—,_.-..-._..._....—... .....�.-.... __ —1
N
EXISTING EDGE OF PAVEMENT
N 00'47'55" E
. t/)
49.35'
H ti
MAYWOOD M.S. ENTRANCE
_
J w
EXISTING ROCKERYT�
=
C)
EXISTING CHAIN LINK FENCE
�
Q
2
PID # 1081200580
PID #1081200570
i
t
kn
!I
ij
6!
mI
YSi I
1 PS) ,
m
CC
0)
m�
_00!
VCof
rO
`1
x
c;
r
i06
oc
0 j
6;I
i�t
,qj
ME
cc;
APPR
XIMATE LEN�TH, 24 L.F.
SE
144T
ST
I
INSTALL
CASING ON FORCE
k
MAIN.'
CENTERED ON WATER
t
I
!!
!
I MAIN.
EXTEND 10'l EITHER SIDId
ERN `SEWER
, i
!
I
i
MAIN
MUST BE LOCATED
I
-
LOWED;:
THAN WATER MAINS. SEE
I
,..`-�
DETAIL
ON SHEET (SS-07.
EXISTING GRPUNO
0 PIPE
I
,
rZ4���"+.....I
I
i
�rr.r+w
I
114(
rr .
rim.
77777
i
i
3.0 MINIMUM
__.-----------____
COVER (TYP}
,
i
I
(
-
l �
�
I
I
F
1
fI
S.S.C.O. 4
RIM = 54
_----
I I.E. = 392. 3
I
DOUBLE SWEEPING
;
I
i
-___.---.___ _ __--
!
-- __
WYE. SEE D�TAIL
ON SHEET SS-07. N w
• z
Ln
o w
_ • z
M
m
w It
Ls
N I
c� w
L t° - z
Ln w !
`° Z—_-__
"
2 HDPE S.
.F.M.
zzt
!
Lf) lei l
N
t!1 W
W 49
co
w '
+ w
W
j
I
ff I
l
In
N _. !
t��
N N J
M0- Mi
tl)
N F I-:
d M3 M
lCf > A
N- CV
M M
to
3 N _.!
M� to
� V�J
—I I
�W
I
I
I
(
I
., i
`'►•
`ice`
j
'```
�.
1
cn w
a a
X ►-
w c) w
Q Q
w to w
d d
X
V) w w
a a I
X
w rn w
Q X
_
ii
1 {
4
{
-_j__
i J
i
I
I
I
S.S.C.O. 5
i
_
RIM
1. E. = 395. 7
I
I
DOUBLE SW EPING
I
i
(
�
WYE.SEE Dfi'AlL
!
�
ON SHEET
I
I
i
IS-07.
324+00
324+40
324+80
CONSULTING ENGINEERS LLC
skj S sStreet { ® ! 0 1 '
amec, suite �fl
Federal Way, WA 880M
tiOER.N. 10V 38-5113
www.esmcivil.com eymm 8 as �
Civil Engineering Land Surveying I Land Planning
Public Works I Project Nanagerment Landscape Architecture
ESM JOB # 1655-001--011
325+20 325+60 326+00
X- w tea_
1IKII2fI NO. I REVISION
326+40
326+80
327+20
327+60
400
395
O
0
O
390
+
CIO
N
385
<-
tn =
WCn
Z W
380
U)
Q
375
370
328+00
• HOg6CONfA- NP Im/1"i
e� � CITY 0F
REN TON
ONE INCH DATUM
AT FULL SOLE Planning/Building/Public Works Dept.
IF NOT ONE MIC3f -
SGdE ACCOFOOMLY
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.
a
4
BRLARWOOD
=
Q -
ELEMENTARY
SCHOOL
SE 136M Sf
_-- -�—!
1
a
0)
CID
LIBERTY
HIGH SCHOOL
a
SE 144THST
5}
I D
n
O
mom
zl T
0"
c
Es m
,. rn
�i m
?; z
C
mo
zF m
m
ru
I "' z
z
m
0
D
tTj
�C
H
1--I
oa
z�
KEY MAP x [y
x
NOT TO SCALE tt n
_ w 0 1
CD
i—.l U
NAMU �_-DATE;��&4A
H
THESE AS -BUILT MARK UP'S REPRESENT A FIELD
SURVEY PERFORMED ON 09/26/12 OF THE GRAVITY
SEWER MANHOLE RIM'S AND 1NVERTS, AND THE
FORCE MAIN CLEAN OUT RIMS. THE BURY DEPTH OF
THE 2" FORCE MAIN WAS NOT VERIFIED. Or
5-36 1661
CHECKED FOR COMPLIANCE TO CITY STANDARDS
ISD SEWER EXTENSION - P3 07/05/201
(MAYWOOD MIDDLE SCHOOL) Ramm
PAM
OR4WW W.
PLAN AND PROFILE SS-04
STA. 324+00.00 TO STA. 328+00.00 ' a OFis
ID
m
O
m
D°
D
�
o0
C
0 fJ7
rw