HomeMy WebLinkAboutWWP2703621.56A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP
23 N, RGE 5 E,
W,11, KING CO, WA
n
SE
169TH AVE SE
PID # 7229800055
HOUSE
PID # 7229800060
VACANT LOT
, PID # 7229800310
VACANT LOT
PID # 7229800315
HOUSE #16916
PID 7229800320
HOUSE #16936
PID # 7229800325
HOUSE #16940
PID # 7229800330
HOUSE #13851
AL 1 #16804
FINISHED FLOOR ELEV.=472t
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FINISHED FLOOR ELEV.=472f
FINISHED FLOOR ELEV.=474t
FINISHED FLOOR ELEV.=480t
FINISHED FLOOR ELEV.=487f
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1 PAVEMENT 409 L.F.,
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1 � INT'X STA. 4+39.57, SE 140TH ST 8„0 S.S W
- 169TH ST SE
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PID # 7229800066 PID # 7229800065 1 PID # 7229800210 PID # 7229800205 ( PID # 7229800200 w
HOUSE #16805 HOUSE #14005 VACANT LOT VACANT LOT VACANT LOT Vi
FINISHED FLOOR ELEV.=472f FINISHED FLOOR ELEV.=472t
PID # 7229800195
HOUSE #14011
S.S.M.H. #H2-01, TYPE 1-48"0 S.S.M.H. #1112-02, TYPE 1-48-0 FINISHED FLOOR ELEV.=484t
. .
STA. 4+35.15, 5.95' RT. STA. 6+75.86, 5.82' RT.
500
INT'X STA. 4+39.57, SE 140TH
ST
169TH AVE SE
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I.E. IN =462.91 8"0 461.97 (E)
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
1 +00
2+00
CONSULTING ENGINEERS L L C
33400 8th Avenue South
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-6113
www.esmcivii.com E4ERE17 (425) 297-99M
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #1352-006-007
SE 140TH ST
ORIGINAL GROUND
240.7 m-,*+ L.F., 8" 0 PVC SDR-35 S.S. @ S=O&- G4
S.S.M.H. #H2-01 . TYPE 1 -48"
RIM = 476.56-
I.E. IN = 463.27 8"0 463.11 (E)
I.E. OUT = 463.1-1, 8"0 463.11 (W)
3+00 4+00 5+00
2 MYLAR SUBMITTAL
3 1 ST REVISION
4 REVISED MYLAR SUBMITTAL
`42334 5 ASBUILT SUBMITTAL
c�S11✓ 6 ASBUILT MYLAR
0. REVISION
6+00
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SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
AS -BUILT CERTIFICATION: i ,
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE THE j. FL
RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY
DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY �. c
EITHER EXPRESSED OR IMP E z��
'`vv ��NAL lAT� 5
DATE: � �/-
-00
400.4 96-I=.F., 8"0 PVC SDR-35 S.S. @ S 0 �
S.S.M.H. JH2-02, TYPE 1 -48"
RIM = 4;71-$5
I.E. IN = 464.35, 8" 464.16 (E)
I.E. OUT=-464�2-3, 8"0 464,03 (W)
7+00
ESM
01/28/13
SURVEYED:
ESM
09/10/13
DESIGNED:
m
ESM
09/19/13
ESM
06/24/14
DRAwN. om
ESM
07/16/14
CHECK
BY
DATE
APPR
APPROVED:
8+00 9+00
SCALE:
VERTICAL: NAVD 1988
1"-50
HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
490 O O
01
O V)
0�
480 O tW
H N
.70 ( _
W
Z
Uj
460 FL- cn
Q W
N
450
NOTE:
1 0+00 SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
CITY OF
RENTON
Planning/Building/Public Works Dept.
S.E. 133RD STREE7
S.E. 134TH SE r
rn E.
n a�
o
uBERTY >
H.S.
7 7 m
IOTH ' N
M "wm
M.S.
KEY MAP
NOT TO SCALE
DOM
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR TO
CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT-01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET
SS-09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH @ 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
THEN UP TO SEWER STUB ELEVATION
UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY
APPROACHES SHALL BE SET TO FINISH
GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISH GRADE, OR MUST HAVE
2'DIA. CONCRETE RING POURED AT
GRADE. WHERE MANHOLES LOCATED IN
PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
S=362 111
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AS -BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
0
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
SE 140TH ST PLAN AND PROFILE:
STA. 1 +00.00 TO STA 10+00.00
0
z m
DATE:
07/16/201
FIELDBOOK:
PAGE:
DRAWING NO:
SS-08
SHEET: OF:
12 15
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