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A PORTION OF SEC 13,14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
SEE SHEET SS -04
\ �E_XISTING 30" CONC.
EXISTING SDMH
MATCH LINE STA. 408 +00.00 1P1 =:A ,.zaso _
IIE 30 CON(, 117.49 (N, / ��
\`\ \ \ \� E 30' CPP I a 27 SE � - -- - 4j
EASING CHAIN LINK PENCE -� ° \��x \ e ,� ( )
1 s' cPP �4.�a (SE)
AG \
_ it IE 15 CPP - n.18.o2
\ c / J _
EXISTING SDCB u
RIM STA. STA. 408 +47.94 jp =
IE 15' GPP= 4 -ls.68 (sw),II \ �� ///
N: 177480.58 A3
,E i ? y�� E: " 45' SEND
15" CPP= 418.77 (NE)fi \ VA/ /
1 -8" 45 BEND (MJxMJ) ---__ , EXISTING 15" CPP
1 -CONC. BLOCKING
EXISTING 1WIDE EASEMENT
STA. 409 +00.33 'EPLACE EXIST. -
EXiSTING POWER '
�I'' I i ( N: 177480.58 'C:'JER POLES �
E: 1322460.15 AS NECESSARY
EXISTING WATER VALVES 11 I T CONNECT TO FUTURE CITY 7ir ---'�- EXISTING CHAIN LINK FENCE
yl� I OF RENTON SANITARY FUTURE S.S.M.H. #H1 -01,
IEXISTNIC SDCB : (� SEWER PUMP TYPE 1 -60 "0
STATION
TRIM - 428.22 �- -
�-
E a" cPP -42s 12 (NW)j� I -
34 L.F. Q \ T
18"0 PVC SDR -35 S.S. \---- .-- -- -'-' --
E 8 t'PP- +21.59 (SE) � 1 �i AS NECESSARY -is
11E 30 CPi 419.20
_
S.S.M.H. #P2 -02, TYPE 1 -54 "0 -SEWER EASEMENT4' NS�'`"'I�
STA. 100 +16.14 �}/ \ It' r 1 '
N: 177449.94 � . xes
E: 1322486.93 r ) I` �1 I. S.S.M.H. #P2 01 TYPE 1 -60 "0
/ STA. 100 +50.19
,� N: 177456.73
EX. 8" CPP !T �� E: 1322453.56
X. 30" CPP EXISTING S.S.M.H.
P.IM 42&93
16 L.F. ]BO TOM OF SKRUCtURE =4'19 55
18 "0 PVC SDR -35 S.S. II( RISER H .= 426.90
0 S = 0.407
EXISTING S.S. VAULT UGH
S.S. M.H. #P2 -03, TYPE i -48 "0
STA. 100 +00.00 (STING S. S.M.H.
N: 177450.59 RIM = 431.98
E: 1322503.06 BOTTOM OF STR.UCTU RE= 419.93
RISER HEIGHT_ 426.99
445
O
O
p 440
O
d +
000
10
(n 435
Q
= N
N Lv 430
W Z
N J
U
Q 425
g
420
415
-11,4nk STA. 409 +73.54
N: 177564.82
102 +00
1
PCwFR-
EXISTING S.S.r.M.
EDGE OF PAVEMENT
FUTURE SANITARY SEWER
PUMP STATION (OWNED BY
F RENTON)
G GAS - - --
G WATER -
.-
nl I�j O' OI Oi Mi MI M
1
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
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 AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
tl I
I of +oo
rEXISTING SDCB I
I "
" "L
RIM - 42829 I
I I - REPLACE FXSI. _
_
IE 30 CPP 419 34 (
(W) I f -
- POWER POL
S.S.M.H. #P2 -02, TYPE 1 -54 "0 -SEWER EASEMENT4' NS�'`"'I�
STA. 100 +16.14 �}/ \ It' r 1 '
N: 177449.94 � . xes
E: 1322486.93 r ) I` �1 I. S.S.M.H. #P2 01 TYPE 1 -60 "0
/ STA. 100 +50.19
,� N: 177456.73
EX. 8" CPP !T �� E: 1322453.56
X. 30" CPP EXISTING S.S.M.H.
P.IM 42&93
16 L.F. ]BO TOM OF SKRUCtURE =4'19 55
18 "0 PVC SDR -35 S.S. II( RISER H .= 426.90
0 S = 0.407
EXISTING S.S. VAULT UGH
S.S. M.H. #P2 -03, TYPE i -48 "0
STA. 100 +00.00 (STING S. S.M.H.
N: 177450.59 RIM = 431.98
E: 1322503.06 BOTTOM OF STR.UCTU RE= 419.93
RISER HEIGHT_ 426.99
445
O
O
p 440
O
d +
000
10
(n 435
Q
= N
N Lv 430
W Z
N J
U
Q 425
g
420
415
-11,4nk STA. 409 +73.54
N: 177564.82
102 +00
1
PCwFR-
EXISTING S.S.r.M.
EDGE OF PAVEMENT
FUTURE SANITARY SEWER
PUMP STATION (OWNED BY
F RENTON)
G GAS - - --
G WATER -
.-
nl I�j O' OI Oi Mi MI M
1
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
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 AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
420
415
-11,4nk STA. 409 +73.54
N: 177564.82
102 +00
1
PCwFR-
EXISTING S.S.r.M.
EDGE OF PAVEMENT
FUTURE SANITARY SEWER
PUMP STATION (OWNED BY
F RENTON)
G GAS - - --
G WATER -
.-
nl I�j O' OI Oi Mi MI M
1
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
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 AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
j i I
_ - - F
I I I
i rri
p
Z
- - - -- -- 00 o.� oo -:. .._. -..__. It
v� m
1 �II 1 ter° VIII
ra-xw 1.-. Li _ too L-i
MINIMUM;- -- ._
EXISTING GROUND
3
�� R 0 �- OF PIPE
(TYPICAL) I
/
------------ ----
FUTUR
i
SANITA Y
SEWER �JM
STAT P
STATIO
---- ?'--_ -_ -____
CONNECT TOSFUTURE CITY
OF SEWER PUMP SANITARY
j I
I � I
i
I I
r
i
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
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 AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
408 +00 408 +40 408 +80 409 +20
.+I'LL 11_
I ®I 'B ftWARNING: 0. S a 210
F ereWaY. WA 900 I I
THE UTILITY LOCATIONS SHOWN WWW.esmcivi.4c
GHII En9�ne. I Pmj"k M°mgem°nt I L°Mac°p° °' "X°eW2
ARE APPROXIMATE ONLY. DEPTH ° "` ° '
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1655- 001 -011
RIM
445 445
440 440
435 435
430 430
425 425
420 420
415 415
P
EXISTING S.S.M.H.
445.65
IC 6" 439.30
IC 6"= 437.95
LIBERTY
,HIGH SCHOOL
POND IMPROVEMENTS ARE SHOWN ON LIBERTY HIGH
SCHOOL PERFORMING ARTS CENTER CIVIL
o CONSTRUCTION PLANS.
i
O O) co O N 1- r I lI <t
N OM � N N OM 7 Ih M M
, i I
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
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 AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........
I
I I I I
I i I
I 1 I
N
0
-__ - - - -- -ICI � --c0 -. 0
00 1-0 0 /
1 (L
p.. - L.
_._..... ,I S 0.40 %1
18'0 VC SDR -3511 34 L.F.
16 L.F.
S.S. 18 0 PVC SDR -35 S.S. '
- ® S = 0.40711;/
108 L.F. 36 "0 PVC C905 S.S. 0 S = 0.507 j
i
S.S.M.H. P2 -03 TYPE i -48" 1 I f I ,,, - --
RIM = 430.88 RIM 429.00 6
I.E. IN 424.3±, 8 "0 -
-- _ A- _ -__- : S.S.M.H. P2 -01 TYPE 1 60 .._ _61L IRE N a ,'I 0 1
I.E. OUT 424.52 18 "0 � ��
- 'r 60
I.E. tNl = 424.22, 18 "0
S.S.M.H. PP -02 TYPE 9 -54"
I.E. 0 T = 422.92 36 "0 �. K X72. 8 -0 m
L 1 Lt IN = 422.38, 36 "0
RIM = 428.70 !, 1 LE. OUT = 422.28, 36 "0
I.E. IN = 424.46, 18 "0
I.E. OUT = '',424.36 18 "0 1
99 +60 100 +00 100 +40 100 +80 101 +20
ww 1W.I.-I I I rErsncu: euw leas
ESIA 10412 1. 9y,. HON20MA1: .WD 1983/199 '= CITY OF
ESIA 101/11/121 RENTON
DMwx:
OCL °N DATUM
`NET« ANI .r oNEEND" Planning /Building /Public Works Dept.
REVISION BY DATE APPR ^� sws kcoamNGEr
445
440
435
430
425
n
SCALE: 1 " =20' HORtz.
1 " =5' VERT.
CONTOUR INTERVAL = 2'
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 AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
C MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
a
SE 136TH SP
SE 137TH PL_ rV---
SE 144TH ST
KEY MAP
NOT TO SCALE
"° 5- 361623
415
FOR COMPLIANCE TO CITY STANDARDS
i i/srw LO
M�
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2
PA4E:
DMWING N0:
PLAN AND PROFILE SS -05
STA. 409 +20.00 TO STA. 409 +73.54 SEE° 9 "12
_- ___-- ..........._- ........