HomeMy WebLinkAboutS-322202z
LA
f
`
NmE4T _ H ST.
128TH
� � (SeRp ST.
I
I
Z I
z
a w 4 ,)
w � o0
O I I I
•eE'+��u
t
Z
t` 3
M I
• I
CL
m
I j �
IW TI O
I
Z Ill,
I
1306.89'
A PORTION OF NE 1/4, SE 1/4, SEC. 14, T -23N, R -5E, W.M.
(CITY OF RENTON, SANITARY SEWER)
KING COUNTY, WASHINGTON
STA:1 +46.50. 5.00' LT.
M~ N s Y A A T►/r \r r% / A"
._ .. ._.... __._____.___....__. ____._...__..._....._... .. a�.. E0 � .. so
_
�, ��� •�wrr .'w.w....r O . •+r.r.rr __w.r_ . _ O
rr..r., �:i.' 'ww,`"'_ •
^ - •• .. _ .. _"- _ _ .. .. ..., ._ -
— — _ t—
'was � Y' ■rr
PROPOS ^EV�N�DECt'�SS _^
ED
IL I
(BY CORE DESIGN)
I ! STA: 12 +93.80, 2' LT. (DMP)
15-00
I
I
I
STA: 13+58.39, 5.00' Lt.
SSMH# 13 TYPE 148"•
RIM =496.5*
(MATCH EXISTING PAVING)
I.E. =488.55 8" OUT (S)
I.E. =488,.65 8" STUB (N)
I I... 4':1 f:..
J4 f
`'
TI
2j 00' ; STA:1 +42.29. 5.00' LT.
' SSMH# 8
' RIBA =488.4* TYPE 1 48 "•
(MATCH EXISTING PAVING)
1
' I.E. =478.55 8" IN (W&N)
I.E.= 478.45 8" OUT (S)
43
0wo
� I ,
1 I
I I�
I !�
1
STA-12 +92, 2 LT. (CORE DESIGN)`' ,
a I ! ! PROPOSED EVENDELL SSMH# 14A TYPE 110�
$ i B 48 "0 1; a
C4 ;.
_ (BY CORE DESIGN)
j RIM = 482.9± I !
(MATCH PAVING)
c �j I.E.= 477.54 8" IN (N) i
t I , I.E. =477.54 8" IN (E)
I.E.= 477.44 10" (W)
I i
BASED ON INFORMATION FROM
I M BARGHAUSEN do CORE DESIGN
s
0
.3
S
a
s
-I to
N►wP •1p• *14p&
•
MNININUM FR M FLOOR CALCULATION FORMULA:
2.019 GRADE FROM INVERT OF SANITARY MAIN 0
SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB
TO IW* WSIDE OF LOT + 10'f1
ROLL 1 '9L7
VERTICAL DATUM
CITY OF RENTON —NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF RENTON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
RECOMMENDED
FOR APPROVAL
BY
BY
BY
0i t q /1'
Q ;
A 13256
�ssI►Y , sit
Aj
- --- - - ---- --
[EXPWS: JAN. 9, 2006
F F
STA:13 +06.89 S.E.136TH ST.
=STA: 10 +00 160TH AVE. S.E.
!I I
p >., STA
I yr, y SSMH
NOTE: LE
TAX LOTS 0086, 0067 & 0088 MAY CONNECT TO I.E
THE NEW SS LINE IN 1607H AVE S.E.
I _
Q
0 10 20 40
SCALE 1 " = 40'
LEGEND:
EXISTING WATER VALVE
+ EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
MAIL BOX
EXISTING SIGN
END OF CULVERT
EXISTING CATCH BASIN
EXISTING BOLLARD
UTILITY POLE ANCHOR
STREET LIGHT
CHAIN LINK FENCE
WOOD FENCE
BARB WARE FENCE
EXISTING PAVEMENT
NOTE: ALL SANITARY SEWER SERVICES ARE
STATIONED STARTING FROM THE
DOWNSTREAM SANITARY SEWER MANHOLE.
z
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE
CALL BEFORE YOU DIG Tq ICITY STANDMDS 4-
1- 800 -424 -5555 AA 7 z4am., Dote A V
/A
EXISTING UTILITIES 9011 ARE F11Q11
THE BEST AVA I LADLE 1W~T ICN AND Dote
NO IS WOE AS TO THE
EXAICT SIZE, Tm , L=T I M cR 0". pie
DAL"EY- MOFROW- POf3'LETE, W. CLIENT LAXEFADM OEVELOPIABYT, We.
726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057
AUBURN, WASHINGTON 98002 PHONE No. (425) 228 -9750
PHONE: (253)333 -2200 (FAX)333 -2206
f.
ARM C t
LAIC PLwANNM
i r►corporot�d
PLAT OF
LmEm G r4m �lllVll rTIN
De 2 :�--o
1APr0jrCt\01 -470 LIKRT Y\0"\014 10EW, oft 1/19/6000 *01111 04 PTT
.:•' s t 'C�NIrEO AN 2 2 isc -t
0 0
w
N
Lj
I
i
._ .. ._.... __._____.___....__. ____._...__..._....._... .. a�.. E0 � .. so
_
�, ��� •�wrr .'w.w....r O . •+r.r.rr __w.r_ . _ O
rr..r., �:i.' 'ww,`"'_ •
^ - •• .. _ .. _"- _ _ .. .. ..., ._ -
— — _ t—
'was � Y' ■rr
PROPOS ^EV�N�DECt'�SS _^
ED
IL I
(BY CORE DESIGN)
I ! STA: 12 +93.80, 2' LT. (DMP)
15-00
I
I
I
STA: 13+58.39, 5.00' Lt.
SSMH# 13 TYPE 148"•
RIM =496.5*
(MATCH EXISTING PAVING)
I.E. =488.55 8" OUT (S)
I.E. =488,.65 8" STUB (N)
I I... 4':1 f:..
J4 f
`'
TI
2j 00' ; STA:1 +42.29. 5.00' LT.
' SSMH# 8
' RIBA =488.4* TYPE 1 48 "•
(MATCH EXISTING PAVING)
1
' I.E. =478.55 8" IN (W&N)
I.E.= 478.45 8" OUT (S)
43
0wo
� I ,
1 I
I I�
I !�
1
STA-12 +92, 2 LT. (CORE DESIGN)`' ,
a I ! ! PROPOSED EVENDELL SSMH# 14A TYPE 110�
$ i B 48 "0 1; a
C4 ;.
_ (BY CORE DESIGN)
j RIM = 482.9± I !
(MATCH PAVING)
c �j I.E.= 477.54 8" IN (N) i
t I , I.E. =477.54 8" IN (E)
I.E.= 477.44 10" (W)
I i
BASED ON INFORMATION FROM
I M BARGHAUSEN do CORE DESIGN
s
0
.3
S
a
s
-I to
N►wP •1p• *14p&
•
MNININUM FR M FLOOR CALCULATION FORMULA:
2.019 GRADE FROM INVERT OF SANITARY MAIN 0
SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB
TO IW* WSIDE OF LOT + 10'f1
ROLL 1 '9L7
VERTICAL DATUM
CITY OF RENTON —NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF RENTON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
RECOMMENDED
FOR APPROVAL
BY
BY
BY
0i t q /1'
Q ;
A 13256
�ssI►Y , sit
Aj
- --- - - ---- --
[EXPWS: JAN. 9, 2006
F F
STA:13 +06.89 S.E.136TH ST.
=STA: 10 +00 160TH AVE. S.E.
!I I
p >., STA
I yr, y SSMH
NOTE: LE
TAX LOTS 0086, 0067 & 0088 MAY CONNECT TO I.E
THE NEW SS LINE IN 1607H AVE S.E.
I _
Q
0 10 20 40
SCALE 1 " = 40'
LEGEND:
EXISTING WATER VALVE
+ EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
MAIL BOX
EXISTING SIGN
END OF CULVERT
EXISTING CATCH BASIN
EXISTING BOLLARD
UTILITY POLE ANCHOR
STREET LIGHT
CHAIN LINK FENCE
WOOD FENCE
BARB WARE FENCE
EXISTING PAVEMENT
NOTE: ALL SANITARY SEWER SERVICES ARE
STATIONED STARTING FROM THE
DOWNSTREAM SANITARY SEWER MANHOLE.
z
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE
CALL BEFORE YOU DIG Tq ICITY STANDMDS 4-
1- 800 -424 -5555 AA 7 z4am., Dote A V
/A
EXISTING UTILITIES 9011 ARE F11Q11
THE BEST AVA I LADLE 1W~T ICN AND Dote
NO IS WOE AS TO THE
EXAICT SIZE, Tm , L=T I M cR 0". pie
DAL"EY- MOFROW- POf3'LETE, W. CLIENT LAXEFADM OEVELOPIABYT, We.
726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057
AUBURN, WASHINGTON 98002 PHONE No. (425) 228 -9750
PHONE: (253)333 -2200 (FAX)333 -2206
f.
ARM C t
LAIC PLwANNM
i r►corporot�d
PLAT OF
LmEm G r4m �lllVll rTIN
De 2 :�--o
1APr0jrCt\01 -470 LIKRT Y\0"\014 10EW, oft 1/19/6000 *01111 04 PTT
.:•' s t 'C�NIrEO AN 2 2 isc -t
0 0
w
N
Lj