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A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
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TR G
1
PAD =38750 _
o PAD= 387.50
3
SEE SHEEP SS -03 PAD- 387,50
H. /6, TYPED
+79.05, 0.22' RT.G
TRACT F [�FTSS -Oo l
4>
18
17
PAD= PAD=
I I
-�' 3
37 LF, 8
8"0 PVC SS '-
386.40 386.40
386.40
387.
1+00.00, TRACT B
I E- 384.021
ROAD IMPROVEMENTS
- -_„
�.F I.E. - 382.90
;.F - 381.90 6
60 LF, 8"
16 1
15 i
i i
i4 1
13
PAD= P
PAD= P
PAD=
20 19
18
17
PAD= PAD=
I I
PAD=
PAD=
386.40 386.40
386.40
387.
1+00.00, TRACT B
ROAD IMPROVEMENTS
- -_„
TRACT B
I I I
�In tVirn 7
.
al <i �'
In
i
ND ROAD IMPROVEMENTS i I.
STA. 1 +DO.010, TRACT B
_ELEV. 387 - - -- - -- -.._ _ - - - - - --
I I I
STA. 2 +0286, TRACT B
BACK OF WALK
PF OPOSED GRA DE ®rE - _ -_ - -- ELEV- 388.156 _
EXISTING (GRADE ®�
1.00% /
�I
L. ,. ,'
s I_.._ . ___. __ it
I I
I _
PROPOSED �'.D. I 1 I i
I ISM M11 5.
I SEEISHEET SS -03j
46 LF, 8�0 PVC SS
0 S= 0.509,
37 LF, 8 "0 PVC SS
SSM 16 TYPE T 48 0 ®S =0.99%
IE IN =381.03 6 "0 W I
- - -- -RIM= 388.33
IE O�TTj 380.86 8 "0 S
I SMH 6 TYPE 1 -48 "0
I _
I IN- 380.63 6 "0 N
I IN- 380.80 0 S
li OUT = 380.5 8 "0 SE
I
I I 1I ' LF, 8 "0 PVC
1911.17
TVAPC
6 "0 SIDE SEWER
0 S =2.0% MIN. (TYP.)
\ III\\
S.M.H. j3
EE SHEET SS -03�
27 LF, 8"
S.M.
SE F
'I'
II 1
I.E- 380.90 J
10 9 / 8 7 66 5
>ati PAD= PAD= PAD= PAD= PAD= PAD=
_ 385.40 3885.40 386.40 386.40 ��386.40 386.40
- - _ - 4 +90
\1
-362 - -
STA. 3 +00.00, TRACT D
\ \ END ROAD IMPROVEMENTS J\
TRACT D
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
II II � 1
I � INr'x C
51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
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 SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. 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.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
I I 1I ' LF, 8 "0 PVC
1911.17
TVAPC
6 "0 SIDE SEWER
0 S =2.0% MIN. (TYP.)
\ III\\
S.M.H. j3
EE SHEET SS -03�
27 LF, 8"
S.M.
SE F
'I'
II 1
I.E- 380.90 J
10 9 / 8 7 66 5
>ati PAD= PAD= PAD= PAD= PAD= PAD=
_ 385.40 3885.40 386.40 386.40 ��386.40 386.40
- - _ - 4 +90
\1
-362 - -
STA. 3 +00.00, TRACT D
\ \ END ROAD IMPROVEMENTS J\
TRACT D
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
II II � 1
I � INr'x C
51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
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 SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. 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.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
- - _ - 4 +90
\1
-362 - -
STA. 3 +00.00, TRACT D
\ \ END ROAD IMPROVEMENTS J\
TRACT D
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
II II � 1
I � INr'x C
51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
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 SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. 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.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
MR
400 400
395 395
390 390
385 385
380 380
375 375
370 370
,,, - - - --I - - - -_
1
TN1I
q-
INT'x.
STA. 13
�
_ = STA.
8 "0 PVC SS I�I
Lu
ry
* + z 111
I z jl
= Imo, f
II II � 1
I � INr'x C
51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
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 SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. 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.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
I � INr'x C
51TA. 4 +34:
STA. 141
u :I
SEE SHEET SS -01
m
I- - -�
I
1 �
1 - I
KEY MAP
SCALE: 1 " =20 HORQ.
1 " -5' VERT.
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 SEE SHEET SS -05.
3. FOR SIDE SEWER CONNECTIONS, SEE SIDE SEWER
CONNECTION DETAIL ON SHEET SS -05. SEWER SLABS TO
THE PROPERTY LINE SHALL BE 1 0 2% SLOPE FROM
MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB
ELEVATION UNLESS OTHERWISE NOTED.
'T D
WHITMAN CT NE 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE
SET TO FINISH GRADE. MANHOLES LOCATED IN
UNIMPROVED AREAS ARE TO BE SEF A MINIMUM OF 6"
AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST
HAVE 2' DA. 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.
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
gfn ro� m,� �1�
MM MM MM OMO,M
I
I I
I
PROPOSE GRADE ®�
- -.. EXISTING GRADE ' ®�
i
/
t/60 LF. 8 ",0 PVC SS
r
SSCO j 1
RIM=3E 1.40
AE OUT= 380.85 8 "0 E
MH #1 TYPE 1 "0
RIM= 388.22
IE IN= 379.48 8'0 N
IE IN= 379.48 8"o W::
IE OUT!- 379.38 8 "0 E
I
I li
I I I
I I
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-
14
395
390
0
KiN
375
370
1+00 2 +00 2 +60 5 +00 6 +00 CHECKED FOR COMPLIANCE TO CITY STAN ARDS
TRACT B TRACT H 7 df/�/��,��,/
a:.......
S- 311505
®33000 Btlt Avon'aSpinNG NEERS LLC ��t',��/A,!•• D T DTK L�M 111 aaa 19W
Gana 3U5 I ®I ®I�l Y.' ~° %! 1 SEL'OND SUNFrrAL ESM 1 10 -20" 0A60 O1B /,w. �� CITY 0E WHITMAN COURT 12/01/201
F -1e,el Way, WA Geoa3 2 THFD SU�aRAL ESM 10/29/1
www.esmcivil.com "" A°-- R E N TO N F
3 rw\LSUBMmAL FSN 11 1 GIR SANITARY SEWER PLAN AND PROFILE o «P
ra.11 Endn•.nm one w,..,m, wm mn "uw mitt
PuElk Wor4s I Pnlec! Nmgm"nt I La,q"cope NcNtacWn ' ` 4 MIM S1fiaITAL. ESM 12/01/14 WEtlIEP. AT N -� SS -04
c /S�µ. _ Planning /Building /Public Works Dept. PERMIT #014003820 SS
fOMAL f N0. REVISION BY DATE APPR A "` AL0P0 y
ESM JOB #1799- 001 -013 �/N � 33
cD.• s- 377sQ�
-