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A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
CL INT'X \
STA 3+00.00, HIGH AVE S
= STA. 15+68.54, S 28TH ST
CL INT'X
STA 2+59.49, HIGH AVE S
= STA. 15+40.70, S 28TH ST
STA.=2+32.99, AT CL
END ALLEY IMPROVEMENTS
1+00 2+00
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STA.=5+61.52, AT CL
END ALLEY IMPROVEMENTS
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4+00 5+00 5+37
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PROPOSED WATER .-- -�
CLEANOUT (TYP.)
SEE SANITARY SIDE SEWER
TABLE ON THIS SHEET „
8 / / .� f 6 b S.S. ® 2.0% MIN. (TYP.)
STA.=3+26.50, AT CL
/
/\mow BEGIN ALLEY IMPROVEMENTS/
//�
10' PRIVATE JOINT % � � � � �� � � / � 9 ` 10 1 1
UTILITY ESM'T. (TYP.) / J / / / / �41
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S 28TH STREET 12
(SEE SHEET SS-02) JOINT UTILITY TRENCH
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465 BEGIN ALLEY IMPROVEMENTS
ELEV. = 450.74
460
455
G100i]
445
440
435
Cal 2 Working Days Before You Dig
811
Q UMies Underground Location Center
W (D,MT,ND,OR,WA)
PROPOSED GRADE
EXISTING GRADE CAD �--\
CL INT'X
STA. 3+00.00, HIGH AVE S
= STA. 15+68.54, S 28TH ST
ELEV. = 453.51
STA. 2+32.99, HIGH AVE S
END ALLEY IMPROVEMENTS
ELEV. = 453.59
1.6bia
.00%
HIGH AVE S
-,.00%
:r_-=
+00 0 1 +80 2+60
lamCONSULTING ENGINEERS L L C `� Jr 0 FIRST SUBMITTAL
33400 8th Avenue South I ® I I�� �� 1 SECOND SUBMITTAL
Suite 205
Federal way, WA 98003 2 MYLAR SUBMITTAL
FEDERAL WAY (233) 939-87t3 �.
www.esmcivil.com EVER,TT (425) 297-9900 !I '
Eand Planning
(509) 982-2808
Civil Engineering Land Surveying Land Planning ✓ Public Works I Project Monogem$1098ent Landscape Architecture ` Q
/STEM
ESM JOB # 1670-004-013 s�L E � t?,�, NO.
465 II 465
460 N 460
�F
KEY MAP
SANITARY SIDE SEWERS
LENGTH OF
LENGTH OF
SERVICE INVERT
SERVICE FROM
1 INVERT
SERVICE FROM INVERT
DOWNSTREAM
ELEVATION AT
SS MAIN TO
ELEVATION
S.S.C.O. TO ELEVATION AT � STRUCTURAL
LOT S.S.Ri.H.
S.S. MAIN_
S.S.C.O.
AT S.S.C.O.
STUB S.S. STUB PAD ELEVATION
EX-0'
` 47 4�
2�
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STA. 5+31 .52
END ALLE77M7F
ELEV. = 457.08
CL INT'X
455 455
=2.00g
45011450
44511445
44011440
435
3+00
REVISION
A. 3+00.00, HIGH AVE S
STA. 15+68.54, S 28TH ST
.EV. = 453.51
STA. 3+26.50, HIGH AVE S
(BEG R ALLY 1MPROVEMENT!
ELEV. = 454.01
PROPOSED S.D.
3+0040
ESM
2/11/14
SURVEYED:
SCALE:
1 ~ 40!
ESM
4/15/14
DESIGNED:
m
ESM
05/12/14
DRAWN:
ER
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
.P P R
I APPROVED:
ROPOSED GRADE
EXISTING GRADE
1.50—%
3+80 4+20 4+60
VERTICAL: NAVD 1988 HORIZONTAL:CITY
NAD 1983/1991 C I OF
PENTON
DATU M
Planning/Building/Public Works Dept.
SCALE: 1 "-20' HORIz.
1 "=5' VERT.
20 10 0 20 40
S=372905
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED
ONLY. CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SHEET SS-05.
3, FOR SIDE SEWER CONNECTIONS SEE SIDE
SEWER CONNECTION DETAIL SHEET SS-05.
SEWER STUBS TO THE PROPERTY LINE
SHALL BE 6-INCH CAD 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.
465
460
455
450
445
CHECKED FOR COMPLIANCE TO CITY STANDARDS
5+00
DATE:
LaRosa 05/12/201 4
SANITARY SEWER PLAN AND PROFILE FIELDSOOK:
PAGE:
DRAWING NO:
SS-04
SHEET: 25 OF: