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of the S. E. 1/4, SECTION 9,
., RANGE 5 E., W.M.
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RIM =344.1 U I LIVIF 1/i /-%VG. 111- JLYYi_IN I I \VI ILL kwu. vu. gc)m /off
RIM =351.8
IE(S)= 337.8'(8 ")EXIST. SCALE: HORIZ.: 1 " = 20' RIM=3339.6'(8 ".N)
IE(N)= 337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' J% IE(N)= 339.5'(8 ",S)
IE:(N)= 337.9'(8 ")NEW
W/ LOCKING LID
EXIST EXIST FIRE HYDRANT ,
FIRE
HYDRANT -- DUMPSTER "
W- - - - - - EX. WAAER -- - - -- - - - - -W- - - - - - - - - -W- - - - - EX. 8 WATER - -
8" W- M
__ -- __EXISTING EDGE PAVEMENT N 00'13'17" W - 345.00'_(PLAT) - - -_ -- - _ - - - -- ------------ _- - - - -__ --
{^ F E: ?_d FIR `ACCESS
N I L V 3 -- - - - -- - EASEME T CCESS E I ;
c I - ~
I
r
I I II I I I I it I I ;' 8 1 I I I x o
f I CONC. A K
LEA -
UT
CONC. DRIVEWAY
L J TOP:
CLEAN OUT
N TOP- 345.2
5 z w IE: 340.0
344
EXIST
FIRE q 55 LF 6" .PV
HYDRANT I i! I' 8 -- SD17- 35`SIDE FF : W U I L N
II y 5 i 1 I \ SEWER ®3.3% 345.5
? _ _
NEW 9.5' SIDEWALK EXIST. SSMH
RIM =344.1 --------------
IE(N)= 337.1'(8 ") I I g p-. i-IF EB Ill 11
IE(E,W)= 337.1'(12 ") I � � a _ - - -_.-
(FLOWS WEST) I -
I / I 6G I SfWfR 8�� \ - - --� 3.0' CB
SITE BENCHM R �, SDRER50 5.1 %
IB
FIRE HYDRANT
_ - =�-i- _ 1 + o +00
TOP NUT IOW I 0100 J `^ EX. 8" WAT R Js+ NEW 8" D.I. WAT R
p ELEV= 346.55 i-- - - -w-- =��+1� .. -- --tip
I-- m - --
I - --_- -- - - - -- __.. _. CB o EX OLYMP
EX - - -- - 00 { - AV
a I I I I ONNECT NEW SEWER STA 1 +17 TA 1+
< I TO EXIST. MAN H E. F'" STUB RT
fi " -- Sl
IE: 338.16 _ _ -- "` � � � IE: 338:5
EXIST. 6" SAN SEW R
< I TO BE ABANDONED EXISTING
FIRE HYDRANT
O
I
m I I I vID-i STA 0 +64, 3.0' LT (OLYMPIA AVE) 21 6
EXIST. SSMH FIELD LOCATE EXISTING
I I RIM =344.1 SIDE SEWER PIPE AND
IE(S)= 337.8'(8 ")EXIST. RE- CONNECT TO NEW 8"
IE(N)= 337.8'(6 ")EX. REMOVE SEWER MAIN
I iE:(N)= 337.9'(8 ")NEW
1 40.00'I 30.bO' (FLOWS SOUTH)
R.O.W� R.I.W.
z
I I g J. lq
°F WAS'Ay,"6 RECOMMENDED FOR APPROVAL
GRAPHIC SCALE y B1* ATE: �i2
20 0 10 20 40 80 - �yy�/ -�,
0734 �� B : DAPE I !SA!
�F C1STE1tE0 \�� � ��f
( IN FEET )TONAL E� 1)• By.• DATE:
1 inch = 20' ft. By,. DnTE
o EXPIRES: 3 i 2006
z
wwp- dj =dea2
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I -
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i
--
N`w 5' clnrw�rlc _ 1!
N W N 4 �-
- - -� -- - - - -- as---- o�iE�XISTIN EDGE AVE O
X GO AS : = lye 20'
GAS SD - -
307'- 8',, PVC 0 0.52% -
_ i-
-�--
- EXISTIN�yEDO P 3 +00 K M o
//'4+ 0 i
E AVEMENT
20
< RocKNG DWY. DWY.
8 WALL
STA 3 +75, 3.0' LT. 6" PVC SIDE
NEW SSMH 1- 48" 0 MEN. 2 %B I
1 (STD. DET. #BR28) (TYP)
143 I RIM =351.8 224
I IE(S)= 341.8'(8 ",N)
FIELD LOCATE EXISTING IE(N)= 341.7'(8 ",S)
SIDE SEWER PIPE AND FIELD LOCATE EXISTING
RE- CONNECT TO NEW 8" I W/ LOCKING LID i
SIDE SEWER PIPE AND
SEWER MAIN I RE- CONNECT TO NEW 8" I
SEWER MAIN I
URBAN CRAFTS
GLEN DAVIS, LEE JOHNSON
3232 24th AVE. W.
SEATTLE, WA. 98199
Phone: (206) 328 -5071
N0. I REVISION BY I APPR. I DATE
FR
SRE ADDRESS:
3410 NE 4th STREET
ENGINEER:
JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
Fax No. (253) 850 -0155
360
355
PVC 0
STUB W/
350
345
340
335
VERTICAL DATUM-CITY OF RENTON
VERTICAL gATUM BASED ON CITY OF RENTON AS -BUILT
INFORMATION OF SAN "TA. °Y SE-._R MANHOLE "MH ERI -34 ".
CENTER OF FLOWLINE ELEVA.f'ON = 337,3'
PROJECT BENCHMARKS-
ORE HYDRANTS AS SHOWN HEREON.
- 317701
180
1 6" PVC SIDE STA 4 +70, 3.0' LT.
I SEWER STUB i
®MIN. 2% NEW SSMH 2 - 48"
I I
I (NP) I (STD. DET. #BR28)
RIM =358.8
I I IE(S)= 350.8'(6 ",N)
IDWY, ! BLDG IE(N)= 350.7'(8 ",S)
W/ LOCKING LID
C_PORT
I -
i 1 __ p� 8" PVC STUB
W/ 8" CAP
11' I 1 6i 1
IAA 1 =Z
STA 4 +27 END P
6" UB LT EX, i 2 J
IE_ 47_9 _ _ PVMT 1
TSTA- o o�NEW FIRE I
4 +24 i HYDRANT I
6" STUB RT I
IE: 347.5
38 I -IIIJ
I
I
CITY OI' R IE: NTON
DEPARTMENT OF PUBLIC WORKS
SEER PLAN & PROFILE
URBAN CRAFT MIXED USE
DESIGNED: JJJ DAV; 12/18/03 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 1"=20' FIELD DDDK: PAGE:
APPROVED: a"cnm. ar n.n,c vmn.s SHEET: C 2 OF: 8
k-"' 7/C SCANNED OCT 08 -2
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IE:
347.9
-
6
STUB
RT
3 +00
0 +00 1+00 2 +00
IE(N)= 337.1'(8 ") STA 0 +64, 3.0' LT (OLYMPIA AVE)
IF(F.W1= 337.1'(12 ") r _. .. . ....., . . , - . , r�r��r„ r
4 +00 4 +50
STA 34+0 3.0' LT.
NEW SSMH 1 -48"
RIM =344.1 U I LIVIF 1/i /-%VG. 111- JLYYi_IN I I \VI ILL kwu. vu. gc)m /off
RIM =351.8
IE(S)= 337.8'(8 ")EXIST. SCALE: HORIZ.: 1 " = 20' RIM=3339.6'(8 ".N)
IE(N)= 337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' J% IE(N)= 339.5'(8 ",S)
IE:(N)= 337.9'(8 ")NEW
W/ LOCKING LID
EXIST EXIST FIRE HYDRANT ,
FIRE
HYDRANT -- DUMPSTER "
W- - - - - - EX. WAAER -- - - -- - - - - -W- - - - - - - - - -W- - - - - EX. 8 WATER - -
8" W- M
__ -- __EXISTING EDGE PAVEMENT N 00'13'17" W - 345.00'_(PLAT) - - -_ -- - _ - - - -- ------------ _- - - - -__ --
{^ F E: ?_d FIR `ACCESS
N I L V 3 -- - - - -- - EASEME T CCESS E I ;
c I - ~
I
r
I I II I I I I it I I ;' 8 1 I I I x o
f I CONC. A K
LEA -
UT
CONC. DRIVEWAY
L J TOP:
CLEAN OUT
N TOP- 345.2
5 z w IE: 340.0
344
EXIST
FIRE q 55 LF 6" .PV
HYDRANT I i! I' 8 -- SD17- 35`SIDE FF : W U I L N
II y 5 i 1 I \ SEWER ®3.3% 345.5
? _ _
NEW 9.5' SIDEWALK EXIST. SSMH
RIM =344.1 --------------
IE(N)= 337.1'(8 ") I I g p-. i-IF EB Ill 11
IE(E,W)= 337.1'(12 ") I � � a _ - - -_.-
(FLOWS WEST) I -
I / I 6G I SfWfR 8�� \ - - --� 3.0' CB
SITE BENCHM R �, SDRER50 5.1 %
IB
FIRE HYDRANT
_ - =�-i- _ 1 + o +00
TOP NUT IOW I 0100 J `^ EX. 8" WAT R Js+ NEW 8" D.I. WAT R
p ELEV= 346.55 i-- - - -w-- =��+1� .. -- --tip
I-- m - --
I - --_- -- - - - -- __.. _. CB o EX OLYMP
EX - - -- - 00 { - AV
a I I I I ONNECT NEW SEWER STA 1 +17 TA 1+
< I TO EXIST. MAN H E. F'" STUB RT
fi " -- Sl
IE: 338.16 _ _ -- "` � � � IE: 338:5
EXIST. 6" SAN SEW R
< I TO BE ABANDONED EXISTING
FIRE HYDRANT
O
I
m I I I vID-i STA 0 +64, 3.0' LT (OLYMPIA AVE) 21 6
EXIST. SSMH FIELD LOCATE EXISTING
I I RIM =344.1 SIDE SEWER PIPE AND
IE(S)= 337.8'(8 ")EXIST. RE- CONNECT TO NEW 8"
IE(N)= 337.8'(6 ")EX. REMOVE SEWER MAIN
I iE:(N)= 337.9'(8 ")NEW
1 40.00'I 30.bO' (FLOWS SOUTH)
R.O.W� R.I.W.
z
I I g J. lq
°F WAS'Ay,"6 RECOMMENDED FOR APPROVAL
GRAPHIC SCALE y B1* ATE: �i2
20 0 10 20 40 80 - �yy�/ -�,
0734 �� B : DAPE I !SA!
�F C1STE1tE0 \�� � ��f
( IN FEET )TONAL E� 1)• By.• DATE:
1 inch = 20' ft. By,. DnTE
o EXPIRES: 3 i 2006
z
wwp- dj =dea2
,.I
I i
I �
I
i � I
I ? L:
I -
' I a
i I O
i
� ' `- MAX:- 3' HIGH
i
--
N`w 5' clnrw�rlc _ 1!
N W N 4 �-
- - -� -- - - - -- as---- o�iE�XISTIN EDGE AVE O
X GO AS : = lye 20'
GAS SD - -
307'- 8',, PVC 0 0.52% -
_ i-
-�--
- EXISTIN�yEDO P 3 +00 K M o
//'4+ 0 i
E AVEMENT
20
< RocKNG DWY. DWY.
8 WALL
STA 3 +75, 3.0' LT. 6" PVC SIDE
NEW SSMH 1- 48" 0 MEN. 2 %B I
1 (STD. DET. #BR28) (TYP)
143 I RIM =351.8 224
I IE(S)= 341.8'(8 ",N)
FIELD LOCATE EXISTING IE(N)= 341.7'(8 ",S)
SIDE SEWER PIPE AND FIELD LOCATE EXISTING
RE- CONNECT TO NEW 8" I W/ LOCKING LID i
SIDE SEWER PIPE AND
SEWER MAIN I RE- CONNECT TO NEW 8" I
SEWER MAIN I
URBAN CRAFTS
GLEN DAVIS, LEE JOHNSON
3232 24th AVE. W.
SEATTLE, WA. 98199
Phone: (206) 328 -5071
N0. I REVISION BY I APPR. I DATE
FR
SRE ADDRESS:
3410 NE 4th STREET
ENGINEER:
JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
Fax No. (253) 850 -0155
360
355
PVC 0
STUB W/
350
345
340
335
VERTICAL DATUM-CITY OF RENTON
VERTICAL gATUM BASED ON CITY OF RENTON AS -BUILT
INFORMATION OF SAN "TA. °Y SE-._R MANHOLE "MH ERI -34 ".
CENTER OF FLOWLINE ELEVA.f'ON = 337,3'
PROJECT BENCHMARKS-
ORE HYDRANTS AS SHOWN HEREON.
- 317701
180
1 6" PVC SIDE STA 4 +70, 3.0' LT.
I SEWER STUB i
®MIN. 2% NEW SSMH 2 - 48"
I I
I (NP) I (STD. DET. #BR28)
RIM =358.8
I I IE(S)= 350.8'(6 ",N)
IDWY, ! BLDG IE(N)= 350.7'(8 ",S)
W/ LOCKING LID
C_PORT
I -
i 1 __ p� 8" PVC STUB
W/ 8" CAP
11' I 1 6i 1
IAA 1 =Z
STA 4 +27 END P
6" UB LT EX, i 2 J
IE_ 47_9 _ _ PVMT 1
TSTA- o o�NEW FIRE I
4 +24 i HYDRANT I
6" STUB RT I
IE: 347.5
38 I -IIIJ
I
I
CITY OI' R IE: NTON
DEPARTMENT OF PUBLIC WORKS
SEER PLAN & PROFILE
URBAN CRAFT MIXED USE
DESIGNED: JJJ DAV; 12/18/03 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 1"=20' FIELD DDDK: PAGE:
APPROVED: a"cnm. ar n.n,c vmn.s SHEET: C 2 OF: 8
k-"' 7/C SCANNED OCT 08 -2
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WI W
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ILn
(
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RIM =344.1 U I LIVIF 1/i /-%VG. 111- JLYYi_IN I I \VI ILL kwu. vu. gc)m /off
RIM =351.8
IE(S)= 337.8'(8 ")EXIST. SCALE: HORIZ.: 1 " = 20' RIM=3339.6'(8 ".N)
IE(N)= 337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' J% IE(N)= 339.5'(8 ",S)
IE:(N)= 337.9'(8 ")NEW
W/ LOCKING LID
EXIST EXIST FIRE HYDRANT ,
FIRE
HYDRANT -- DUMPSTER "
W- - - - - - EX. WAAER -- - - -- - - - - -W- - - - - - - - - -W- - - - - EX. 8 WATER - -
8" W- M
__ -- __EXISTING EDGE PAVEMENT N 00'13'17" W - 345.00'_(PLAT) - - -_ -- - _ - - - -- ------------ _- - - - -__ --
{^ F E: ?_d FIR `ACCESS
N I L V 3 -- - - - -- - EASEME T CCESS E I ;
c I - ~
I
r
I I II I I I I it I I ;' 8 1 I I I x o
f I CONC. A K
LEA -
UT
CONC. DRIVEWAY
L J TOP:
CLEAN OUT
N TOP- 345.2
5 z w IE: 340.0
344
EXIST
FIRE q 55 LF 6" .PV
HYDRANT I i! I' 8 -- SD17- 35`SIDE FF : W U I L N
II y 5 i 1 I \ SEWER ®3.3% 345.5
? _ _
NEW 9.5' SIDEWALK EXIST. SSMH
RIM =344.1 --------------
IE(N)= 337.1'(8 ") I I g p-. i-IF EB Ill 11
IE(E,W)= 337.1'(12 ") I � � a _ - - -_.-
(FLOWS WEST) I -
I / I 6G I SfWfR 8�� \ - - --� 3.0' CB
SITE BENCHM R �, SDRER50 5.1 %
IB
FIRE HYDRANT
_ - =�-i- _ 1 + o +00
TOP NUT IOW I 0100 J `^ EX. 8" WAT R Js+ NEW 8" D.I. WAT R
p ELEV= 346.55 i-- - - -w-- =��+1� .. -- --tip
I-- m - --
I - --_- -- - - - -- __.. _. CB o EX OLYMP
EX - - -- - 00 { - AV
a I I I I ONNECT NEW SEWER STA 1 +17 TA 1+
< I TO EXIST. MAN H E. F'" STUB RT
fi " -- Sl
IE: 338.16 _ _ -- "` � � � IE: 338:5
EXIST. 6" SAN SEW R
< I TO BE ABANDONED EXISTING
FIRE HYDRANT
O
I
m I I I vID-i STA 0 +64, 3.0' LT (OLYMPIA AVE) 21 6
EXIST. SSMH FIELD LOCATE EXISTING
I I RIM =344.1 SIDE SEWER PIPE AND
IE(S)= 337.8'(8 ")EXIST. RE- CONNECT TO NEW 8"
IE(N)= 337.8'(6 ")EX. REMOVE SEWER MAIN
I iE:(N)= 337.9'(8 ")NEW
1 40.00'I 30.bO' (FLOWS SOUTH)
R.O.W� R.I.W.
z
I I g J. lq
°F WAS'Ay,"6 RECOMMENDED FOR APPROVAL
GRAPHIC SCALE y B1* ATE: �i2
20 0 10 20 40 80 - �yy�/ -�,
0734 �� B : DAPE I !SA!
�F C1STE1tE0 \�� � ��f
( IN FEET )TONAL E� 1)• By.• DATE:
1 inch = 20' ft. By,. DnTE
o EXPIRES: 3 i 2006
z
wwp- dj =dea2
,.I
I i
I �
I
i � I
I ? L:
I -
' I a
i I O
i
� ' `- MAX:- 3' HIGH
i
--
N`w 5' clnrw�rlc _ 1!
N W N 4 �-
- - -� -- - - - -- as---- o�iE�XISTIN EDGE AVE O
X GO AS : = lye 20'
GAS SD - -
307'- 8',, PVC 0 0.52% -
_ i-
-�--
- EXISTIN�yEDO P 3 +00 K M o
//'4+ 0 i
E AVEMENT
20
< RocKNG DWY. DWY.
8 WALL
STA 3 +75, 3.0' LT. 6" PVC SIDE
NEW SSMH 1- 48" 0 MEN. 2 %B I
1 (STD. DET. #BR28) (TYP)
143 I RIM =351.8 224
I IE(S)= 341.8'(8 ",N)
FIELD LOCATE EXISTING IE(N)= 341.7'(8 ",S)
SIDE SEWER PIPE AND FIELD LOCATE EXISTING
RE- CONNECT TO NEW 8" I W/ LOCKING LID i
SIDE SEWER PIPE AND
SEWER MAIN I RE- CONNECT TO NEW 8" I
SEWER MAIN I
URBAN CRAFTS
GLEN DAVIS, LEE JOHNSON
3232 24th AVE. W.
SEATTLE, WA. 98199
Phone: (206) 328 -5071
N0. I REVISION BY I APPR. I DATE
FR
SRE ADDRESS:
3410 NE 4th STREET
ENGINEER:
JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (253) 850 -0934
Fax No. (253) 850 -0155
360
355
PVC 0
STUB W/
350
345
340
335
VERTICAL DATUM-CITY OF RENTON
VERTICAL gATUM BASED ON CITY OF RENTON AS -BUILT
INFORMATION OF SAN "TA. °Y SE-._R MANHOLE "MH ERI -34 ".
CENTER OF FLOWLINE ELEVA.f'ON = 337,3'
PROJECT BENCHMARKS-
ORE HYDRANTS AS SHOWN HEREON.
- 317701
180
1 6" PVC SIDE STA 4 +70, 3.0' LT.
I SEWER STUB i
®MIN. 2% NEW SSMH 2 - 48"
I I
I (NP) I (STD. DET. #BR28)
RIM =358.8
I I IE(S)= 350.8'(6 ",N)
IDWY, ! BLDG IE(N)= 350.7'(8 ",S)
W/ LOCKING LID
C_PORT
I -
i 1 __ p� 8" PVC STUB
W/ 8" CAP
11' I 1 6i 1
IAA 1 =Z
STA 4 +27 END P
6" UB LT EX, i 2 J
IE_ 47_9 _ _ PVMT 1
TSTA- o o�NEW FIRE I
4 +24 i HYDRANT I
6" STUB RT I
IE: 347.5
38 I -IIIJ
I
I
CITY OI' R IE: NTON
DEPARTMENT OF PUBLIC WORKS
SEER PLAN & PROFILE
URBAN CRAFT MIXED USE
DESIGNED: JJJ DAV; 12/18/03 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: 1"=20' FIELD DDDK: PAGE:
APPROVED: a"cnm. ar n.n,c vmn.s SHEET: C 2 OF: 8
k-"' 7/C SCANNED OCT 08 -2