HomeMy WebLinkAboutWWP2703621.38w CY)
Q
z
cLJ z
w
O0
U)
z
w
X
w
rr
>w
w
Cn
_U
v /
J
O
O
U
U)
a
O
a
Cn
U)
PID # 4306500050
HOUSE #16234
FIRST FLOOR ELEV.=488.18
r
rrn Z
�rn
_ 50' R/W I
PID
HOUtl4306500060
#16240
FIRST FLOOR ELEV. = 482.87
73 L.F.
10"o PVC C900
0 S=1.34%
S.S.M.H. #P2-07, TYPE 1-48"0
STA. 905+25.53, 6.00' RT.
N: 177600.94
E: 1321687.66
PID #4306500080
HOUSE #16235
FIRST FLOOR ELEV.=483.34
CENTER OF CUL-DE-SAC
STA. 905+38.96, SE 137TH P
N: 177606.48 I
E: 1321701.28
A\
J*
40
T
00 PID #4306500070
No HOUSE #16241
O FIRST FLOOR ELEV.=480.98
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
495
00 490
O
mot'
+�
1 485
� L
�w
N 480
Ld
Z w
J w
U 475
cQ
470
465
A PORTION OF SEC 13114 & 24,
L
TWP 23 N, RGE 5 E, WM, KING CO,
WA
EXISTING DRAINFIELD 905+94.22 17.81
LT / 400+00.00, 1.12
LT�
S.S.M.H. P2-08, TYPE 1-60"0�
15' CITY OF RENTON
STA.
SANITARY SEWER
Oy�tN
�
STA. ,
N: 177622.43
EASEMENT
��
NOTE:
�
�'S
E: 1321757.11
APPROXIMATE
LOCATION
Z
S.E. 137TH PL. IS A CITY OF RENTON STREET
SEE DETAIL SHEET SS-06
OF
S.S.F.M. SANITARY
ALL TRENCH RESTORATION SHALL BE PER CITY
STA. 400+03.63, 3.45' LT SEWER
FORCE MAIN TO
OF RENTON CURRENT TRENCH RESTORATION
N: 177622.88 BE
FIELD
LOCATED BY
/
AND STREET OVERLAY DETAIL. PER SECTION
7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
E: 1321762.15 _ CONTRACTOR
AND ESM
ip
.1
_
-8" 45' BEND (MJXMJ)
/ r-
Ott
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3') OF ANY
.1 -CONC. BLOCKING
/ !
ADJACENT LANE LINE, THE ENTIRE ADJACENT
FORCE MAIN CROSSES CONNECTION
/
TO EXISTING DRAINFIELD. LOCATION
/
00
TRAVELED LANE AFFECTED WILL BE REPAVED.
UNKNOWN. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
/ *O STA.-4e++36-•8-3- 401 +14.50, 21.69 RT
J O
N: ",-7-�JZ-4T 177602.88
CONSTRUCTION.
/
E: 13521-859 1321868.86
/
1-8" 45' BEND (MJXMJ)
S 64'13'23" E
16.14'
Q
1-CONC. BLOCKING
!
AS -BUILT EXISTING CHAIN
LINK FENCE (TYP)
8"0 PVC C900 (ISSAQUAH SCHOOL DISTRICT
/
PROPOSED 8"0 S.S.F.M. PROPERTY TO
THE NORTH OF
PVC C900 S.S.F.M. THE FENCE)
``�
D
REMOVE EXISTING TREE. C7�A�S-BUILT
NO TREES ALLOWED IN EDGE OFCLEARING
CERTIFICATION:
�
m CC
PROPOSED SANITARY LIMITS
Y DECLARE TO THE BEST OF MY KNOWLEDGE
CITY OF RENTON
m
SEWER EASEMENT
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
POND TRACT
(NP)
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
PID #4306500130
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
o
STA. 499189.62
GENERALLY EPTE PROFESSIONAL ENGINEERING
N: ' ��8T
AND/OR S RV IN PRA
o
E:
N 77*31 '55"
-
W 62.39' U)
-
JONAT KA L N, S. N0. 41959
DAT : .3
0
STA. 400+72.38, 0.58 RT.
1
N: 177589.39
S 89'39'03" E
.�
E: ' 4'" Q�Q Z� 1321822.32
14.87'
0 Z
1-8" 45' BEND (MJXMJ)
LIBERTY
-n 0
1-CONC. BLOCKING
TRAIL EASEMENT RECORDING
HIGH SCHOOL
NO. 20070605001667/
(�
CHAIN LINK FENCE
PROPOSED SS EASEMENT
m 0
AT PROPERTY LINE PID #1323059038
C
�
4' HIGH ROCKERY
0
TOP=473.6
z
TOE=469.6
F
J
J
io
i�
00
O
O
N
O
.--
� w
O
0000
w
EXISTING GROUND
CN
rn w
0 ROAD
to w
Li w
(n w
to
H X
°�
Vn w
w
w
ti w
t~n
(~n
V)) w
111)
N
18" MIN. VERTICAL
CLEARANCE
+ CK
w
+ w
BETWEEN S.S.F.M.
AND
WATER
o�
Om
0)d
rn U
d
Q
c~n w
(n w
1.50%
72.6
43- L.F.,
10"0 C900 S.S.
0
S='
S.S.M.H. #P2-07, TYPE 1-48"0
+25.36, 5.24 RT. STA. �-1 94.' 6, c ^^' "T
N: a� .9 4. 177601.71
E: 1321687.52
RIM = "ter 484.93
I.E. IN = 449.69 •, 10 "0 473.52
I.E. OUT = "� 10"0 473.37
904+40 904+80
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
905+20
S.S.M.H. #P2-08, TYPE 1-60" 4
STA. 996194.63, 1-6.;z4'-1: 905+9
= STA. 4-99-1 G.G& 400+00.00, 1.1
N:' :7462146 177622.43
E:13 ;z§7-39 1321757.11
RIM 489.89 484.12
I.E. = 444-68, 10"0 OUT = 474.61
SEE DETAIL SHEET SS-06
905+60
®CONSULTING ENGINEERS L L C
33400 Sth Avenue S, Suite 205 Federal Way, WA 98003
FEDERAL WAY (253) 838-8113
WWW.esmcivil.com MRM (+25) 297-9900
Civil Engineering Land Surveying Land Planning
Public Works ( Project Management I Landscape Architecture
ESM JOB # 1655-001-01 1
495 485
490
X:
tZ
480
w
J
a
a
485
J
J
475
O
O
CL
480
w
w
470
N
O
O
475
j
465
Z
Z
Z
Z
0
U
470
460
O
O
465 470
906+00
Kra 0
•' ���`� tics i 1
2
3
. ins � 4
O1STE 5
S�OIVAL E�
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')
\ _ EXISTING GROUND
0 PIPE
8"0 PVC C900
S.S.F.M.
\ 3.0' COVER
MINIMUM
(TYPICAL)
8" FORCE MAIN TO BE
CONSTRUCTED WITH A *% Li \
POSITIVE S=0.50%. HIGH No,�
POINT OF THE FORCE
MAIN LOCATED AT THE ��\
z AIR -VAC ASSEMBLY.
3:: MAXIMUM CROWN OF PIPE
Z = 475.25 m m
Y
O D
ww co
oo
rl-
O
O
S.S.M.H. #P2-08, TYPE 1-60" 0 `r
SEE PROFILE AT LEFT
U)
400+00
FIRST SUBMITUL 12 08 11
.SEaMD .SUBMmAL
cES�tll�l
1 04 12
SURVEYED:
MYLAR SUBMITTAL
LG.7M��
ESM
1/11/12
DESIGNED:
�
SANIITTA�RRY OO�N�S
ESM
pRE�VwI�
SEWER
SAN11 /� R .7GWER I�GV1.71M
�. M
�2p4/12
10 09 12
DRAWN: DM
AS -BUILT SUBMTiU1L
ESM
23 13
CHECKED W
REVISION
?�
✓ T__
APPR
APPROVED::
400+40
SCALE
1.s20.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
401 +20
SCALE: 1"=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
1959 LOCATED ONLY. CONTRACTOR TO
SALp 9 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.
485
480 O
O
475 ± O
O I
�(n
.(n
Q
470 Lt) W
W
Z w
_J W
En
465 =
H
Q
460
470
401 +60
C TY OF
61.111
RENTON
Planning/Building/Public Works Dept.
w BRIARWOOD
to ELEMENTARY
w SCHOOL
Qu
001
SE 136TH ST
J
SE 137TH PL
D V)
LIBERTY Li
j
HIGH Q
SCHOOL x
_ju_,uL L
SE 144TH ST-,
MAYWOOD CZ)
MIDDLE
SCHOOL nn
KEY MAP
NOT TO SCALE
S 362153
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
ISSAQUAH SCHOOL DISTRICT 04/23/201,
SANITARY SEWER EXTENSION - P2 Fl
PAGE:
DRAWING NO:
PLAN AND PROFILE: S.E. 137TH ST. SS-OZ
STA 904+40.00 TO FORCE MAIN STA 401+60.00 SHED 6 DFt2
m
Y
rr
>
Y
�z
a
o
z
O
01. � � � 3