HomeMy WebLinkAboutWWP2703621.80w Co
Q
z
z
w
0 O
0
`n
z
UJ
F_
X
LU
Ir
LU
LU
U)
F_
U_
0
J
O
O
CU
-17
C1
Q
{n
U)
PID # 4306500050
HOUSE #16234
FIRST FLOOR ELEV.=488.18
r
m Z
N Cal
= 50' R/W I
rn
:-i FL
D
V) CO
0 0
-P
PID #4306500060
HOUSE #16240
FIRST FLOOR ELEV.=482.87
73 L.F.
10"0 PVC C900
0 S=1 .34%
A PORTION OF SEC 13114 & 243 TWP 23 N, RGE 5 E, WM, KING CO, WA
EXISTING DRAINFIELD 15' CITY OF RENTON
S.S.M.H. P2-08, TYPE 1-60"0 SANITARY
EASEMENT SEWER n jy
STA. 400+00.00 �� NOTE:
STA. 905+38.96, SE 137TH PL = STA. 905+94.53, 16.74' LT. 1 2 � S.E. 137TH PL. IS A CITY OF RENTON STREET
N: 177606.48 N: 177621.35 APPROXIMATE LOCATION y ALL TRENCH RESTORATION SHALL BE PER CITY
E: 1321701.28 E: 1321757.39 OF S.S.F.M. SANITARY t�� SEWER FORCE MAIN TO OF RENTON CURRENT TRENCH RESTORATION
SEE DETAIL SHEET SS-06 / AND STREET OVERLAY DETAIL. PER SECTION
BE FIELD LOCATED BY 010* � 7.1.D REQUIREMENT FOR PATCHING, OVERLAY,
__._ CONTRACTOR AND ESM �
i OVERLAY WIDTHS) IF THE OUTSIDE OF THE
FORCE MAIN CROSSES CONNECTION / / 00.. Oct TRENCHING IS WITHIN THREE FEET (3') OF ANY
`�h`L��� TO EXISTING DRAINFIELD. LOCATION / X ADJACENT LANE LINE, THE ENTIRE ADJACENT
UNKNOWN. CONTRACTOR TO VERIFY / 00 TRAVELED LANE AFFECTED WILL BE REPAVED.
LOCATION AND ELEVATION PRIOR TO •O
CONSTRUCTION. / STA. 401 +36.83 O
N: 177632.41
/ E: 1321859 EXISTING CHAIN LINK FENCE (TYP)
S 64' 13'23" E / 1-8" 45' BEND (MJXMJ) (ISSAQUAH SCHOOL DISTRICT
16.14' o / 1-CONC. BLOCKING PROPERTY TO THE NORTH OF
o 8"0 PVC C900 THE FENCE)
' S.S.F.M.
1 h / REMOVE EXISTING TREE.
4 X 1 NO TREES ALLOWED IN EDGE OF
o PROPOSED SANITARY
to rn SEWER EASEMENT CLEARING LIMITS
CITY OF RENTON (TYP )
POND TRACT 3 -+
PID #4306500130
0 STA. 400+89.62
CENTER OF CUL-DE-SAC
117• N: 177589.87
b E: 1321838.53
O �ry N 77'31'55 0 1-8" 45' BEND (MJXMJ)
W 62.39' 0 1-CONC. BLOCKING
O
0 `�' 0 STA. 400+79.88
N: 177586.65
S.S.M.H. #P2-07, TYPE 1-48"0 3 S 89'39'03" E _< 7 E: 1321829.33
STA. 905+25.53, 8.00' RT. w 14.87' O Z 1-8" 45' BEND (MJXMJ) LIBERTY
N: 177598.94 n °' TRAIL EASEMENT RECORDING '1-GONG. BLOCKING-n
E: 1321687.59 N oo PID #4306500070 NO. 20070605001667/ CHAIN LINK FENCE HIGH SCHOOL
PID #4306500080 0 HOUSE #16241 PROPOSED SS EASEMENT m O AT PROPERTY LINE PID #1323059038
FIRST FLOOR ELEV.=480.98
HOUSE #16235 V � Z 4' HIGH ROCKERY
FIRST FLOOR ELEV.=483.34 O TOE-469.6
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON Z
495
OO 490
C;
d-
�'
0o1
485
cn
Q
Vi w
N 480
LLjZ_ w
J w
V)
U 475
Q
470
465
J
Of
J
c0
r
i�
a0
0
w
N
r-
�
00 0
Ili
0000.
�
a
M
't w
EXISTING GROUND
�
r
rn�
® ROAD
ow
ow
ow
Loom
0�
U) w
Q
Q
Q
Q
-
0w
(~nw
V)w
V)w
N
18" MIN.
VERTICAL CLEARANCE
+ w
+ w
BETWEEN
S.S.F.M. AND
WATER
03
0
om
0
0 U
X.Ww
V)w
S.S.M.H. #P2-07. TYPE 1-48"0
STA. 905+34.16, 8.00' RT.
N:177598.94
E:1321687.59
RIM = 484.66
I.E. IN = 473.60, 10" 0
I.E. OUT = 473.50, 10"0
904+40 904+80
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
905+20
73 L.F.> 10"0 C900 S.S. ® S=1.34%
S.S.M.H. #P2-08. TYPE 1-60"
STA. 905+94.53, 16.74' LT.
= STA. 400+00.00
N:177621.35
E:1321757.39
RIM = 483.89
I.E. = 474.58, 10"0
SEE DETAIL SHEET SS-06
905+60
495
490 =
cc
a
485 J
O
Ir
480 w
V)
O
Q
475
H
O
U
470 Ix
O
465
485
tZ 480
J
a
J 475
O
Ir
CL
w 470
V)
O
= 465
H
O
U
Ix 460
O
470
BEND 8"0 FORCE MAIN PER
MANUFACTURER'S RECOMMENDATIONS
(190' MIN) WITH MAX DEFLECTION AT
JOINT HALF OF THAT ALLOWED BY THE
MANUFACTURER (LESS THAN 1')
n
P`) z Cd
+m in
0It
LiJ
U) 00
EXISTING GROUND
_
® PIPE
8"0 PVC C900
S.S.F.M.
\
3.0' COVER
ol MINIMUM
(TYPICAL)
N`
8" FORCE MAIN TO BE
CONSTRUCTED WITH A
Ll\
POSITIVE S=0.50%. HIGH
POINT OF THE FORCE
MAIN LOCATED AT THE 00
N
`)
z AIR -VAC ASSEMBLY. 00
►� `U N ��
D
3 MAXIMUM CROWN OF PIPE r`
0 N 0) 0�t
z 00 z
+�0
= 475.25 �+mr0+wd�
0Y
♦�
\
�0
'tU)D
0
� II
.
H
w
L'-
'X V
� V) 00
S.S.M.H. #P2-08, TYPE 1-60"0 `IN,�
SEE PROFILE AT LEFT
400+00
400+40
401 +20
485
4800
O
475 ± O
01
�cn
. V)
470 ~
V) _
LMJ V)
Z_ w
J V)
465 =
Q
460
470
401 +60
n
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.
1AJ BRIARWOOD
ELEMENTARY
SCHOOL
Q u�
Q
= 0 8
SE 136TH ST
Jt i
SE 137TH ,PPIL
r�
❑ V)
LIBERTY
HIGH a
SCHOOL
CD
_J L-i L. r
1r-1 r---
SE 144TH ST
MAYWOOD
MIDDLE
SCHOOL 0
KEY MAP
NOT TO SCALE
S=3 62 180
CHECKED FO COMPLIANCE TO CITY STANDARDS
SURVEYED: SCALE: DATE:
vwE CONSULTING ENGINEERS LLC` tied % Fl SV�� ESM 12/08/11
VERTICAL NAVD ,9B8 ISSAQUAH SCHOOL DISTRICT / 1/
181 S 333rd Street / Ms • HORIZONTAL: NAD 1983/1991 t► Q
f ® ( I I SECOND SUBMITTAI- ESM 1 O4/ �� DESIGNED: �V �I >_.- CITY 0 E
Bldg C, Suite 210 � EIELDBOOK:
Federal Way, WA98003 2 MYLAR SUBMI1TAL ESM 1/11/12 am SANITARY SEWER EXTEN I - 2
FEDEML WAY (253) 836-9900 R E N T O N
www.esmcivil.com EVEREI-I (426) 297-9900 DRAWN: PAGE:
EU.ENSBURG (509) 962-2608 DRAWING N0:
Civil Engineering Land Surveying Land Planning �Q ,(Q� ONE INCH DATUM
Public Works I Project Management I Landscape Architecture SL CHECKE� AT FULL SCALE Planning/Building/Public Works Dept. PLAN AND PROFILE: S.E. 137TH ST. SS-02
IF NOT ONE INCH
ESM JOB # 1655-001-01 1 1 11 NO. REVISION Pv DATE APPR APPROVED: IF
ACCORDINGLY STA 904+40.00 TO FORCE MAIN STA 401 +60.00
SHEET: 6 OF:1
t�7
H
M
z
,
z�
x
� N
0 C Or
Q�d
x y
Vim'
O
r