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TYPE 1-48"0
Cal 2 Working Days Before You Dig
811
Vdbee UnclergromW Location Center
(ID,MT,iyD,ORWA)
STA. 13+81.32, 15.38' RT.
� INT'X INT'X
STA. 12+22.14, WHITMAN CT NE � CONNECT TO EX. 15"0 S.S.
STA. 5+79.36, ROAD A STA. 13+76.32, WHITMAN CT NE CONTRACTOR TO VERIFY SIZE,
LOCATION AND DEPTH PRIOR
it STA. 52+63.97, ROAD B TO CONSTRUCTION, AND NOTIFY
ENGINEER OF ANY DISCREPANCIES.
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04
+ I - W
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SCALE: 1 „=20' HORIZ.
1 =5 VERT.
20 10 0 20 40
WHITMAN CT NE � KEY MAP
(LIMITED RESIDENTIAL ACCESS) 34 LF, 8"0 PVC SS LLJ
Ld
(n
uuu
5' SIDEWALK
5' SIDEWALK
We 7.5' SEWER EASEMENT (TYP.)
N=180904.58 0 0 5
� ��E=1311965.37 1--� \ a 4 T R M � PAD=386.40
RIM=387.54 `\ 0 1 2 3 PAD= 6"0 SIDE SEWER
_ (
_ _ _ IE IN=384.28, 6 0 W •� �- TR G / PAD PAD_ PAD= � 387.50 0 S=2.0% MIN. (TYP.)
IE OUT=384.11, 8"0 S ` - I.E.=383.30387.50 387.50 I.E.=383.50 87.50 33 LF, 8"0 PVC SS oo 6
x / PAD=386.40
INT'X \ -I.E.=383.21 I.E.=383.31-1.S.M.H. #2, TYPE 1-4LT-0�
STA. 5+Q0.00, ROAD A . #" ROAD B - S.S.M.H. TYPE 148 0 STA. 52+14.94, 5.05
= STA. 50+41.21, ROAD B ,
I _ o STA. 51 +09.99, 4.99 RT. +oa j I 54 LF, 8"0 PVC SS 7
{ / v I I - _ PAD=386.40
27 LF, 8"0 PVC SS._
56 LF, 8"0 PVC SS - - - --- S.S.M.H. #3, TYPE 1 , 48"0 8
/ STA. 51 +92,19, 7,50 RT.
\� 7.5' SEWER T �I o 5' SIDEWALK- - PAD=386.40
u EASEMENT (TYP.) _ ( + /
N / T R H
.S.M.H. 16 / I.E.=383.15 I.E.=383.21 9
f-• SEE SHEET SS-0 .S.M.H. #4, TYPE 1-48"0 PAD=385.40
El _
i
1. E. = 383.2 6 I . E. = 383.28 STA. 51 +63.57, 5.05' RT.
S.S.M.H. #16 I / 37 LF, 8"0 PVCI SS 14 13 12 11 10
SEE SHEET SS-04 / _ �
_ _ _
387D30 387.30 38730 387.30 PAD=385.40
I
400
395
390
385
380
375
370
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STA. 5+00.00, ROAD A
= STA. 50+41.21, ROAD
B
ELEV: 388.35
PROPOSED W.M.
50+00
PROPOSED GRADE
EXISTING GRADE ® � --i
-0.99%
PROPOSED S.D. - - -
156 LF, 8"0 PVC SS
® S=2.53%
RIM=387.77
IE IN=380.16 8"0 (NW)
IE IN=380.16 8"0 (N)
IE OUT=380.06 8"0 (S)
51 +00
--- - _ I _ -----
33LF,
8" 0 PVC SS
Q ® S=0.50%
4
54
LF, 8"0 PVC SS
S=0.59%
SSMH J4. TYPE 1-48"0
RIM=387.73
IE
IN=379.74 8"0
(N)
IE
IN=379.71 6"0
(W)
IE
OUT=379.64 8"0 (S)
SSMH #3, TYPE 1-48"4
RIM=388.22
IE IN=379.48 8"0
(N)
IE IN=379.48 8"0
(W)
IE OUT=379.38 8"0 (E)
27 LF,
8"0 PVC SS
® S=0.50%
52+00
q INT'X
STA. 13+76.32, WHITMAN C
= STA. 52+64.07, ROAD B
ELEV: 389.50
J2_'y'`sL- -J
34 LF,
8"0 PVC SS
0 S=0.50%
SSMH J 1, TYPE 1-48"0
RIM=389.32
CONNECT TO EX. 15"0 S.S.
CONTRACTOR TO VERIFY SIZE,
LOCATION AND DEPTH PRIOR
TO CONSTRUCTION, AND NOTIFY
ENGINEER OF ANY DISCREPANCIES.
IE IN=378.97 8"0 W
SSMH #2, TYPE 1-48"0
RIM=388.63
IE IN=379.24 8"0 (W)
IE OUT=379.14 8"0 (E)
400
395
390
385
380
375
370
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SEE SHEET SS-05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER CONNECTION
DETAIL ON SHEET SS-05. SEWER STUBS TO THE PROPERTY LINE
SHALL BE 6-INCH 0 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 ARE LOCATED IN PAVED AREAS,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
5. S.S. STUB I.E. IS PLACED 5.5' BELOW FINISHED GROUND.
53+-0 53+ zo S 377504
CHECKED FOR COMPLIANCE TO CITY STANDARDS
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G . • • • SURVEYED: SCALE:
Q FlT SUBMtTTAI EIl1 / ' 1 VERTICAL: NAVD 1988 DATE:
®CONSULTING ENGINEERS LLC !^`wf/�.• 7 m2 / .� WHITMAN COURT / /
33400 Sth Avenue South I ® I I I�� l0 • 'C�D ��� Ky " 1 • • HORIZONTAL NAD 1983 1991 T �� O� ���
Suite 205 y maw DESIGNED: FIEWHOOK:
Federal Way, WA 98003 �• 2 THIRD SUBIIIIITTAL ESM 10/20/1 (I=
FEDERAL WAY (253) 939-6113 RENTON
N PAGE:
www.esmcivil.com E'EREr (.25)297-9900 3 �� DRAWN: SANITARY SEWER PLAN AND PROFILE
ELLENSBURG 509 962-2608
Civil Engineering Land Surveying Land Planning 401 1 ONE INCH DATUM DRAWING C
Public Works I Project Management I Landscape Architecture • •((`C pp w . 4 IIII M SUBIl E1ErK ESM Q� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. PERMIT #U14003820 SS-O3
•♦ TE`:•• IF NOT ONE INCH
...... �� SCALE ACCORDINGLY SHEET: OF:
ESM JOB #1799-001 -01 3 �gMAL �,�y N0. REVISION BY DATE APPR APPROVED: 32 40
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