HomeMy WebLinkAboutS-227004a
0
OFFSITE SANITARY SEWER PLAN NE 30th STREET
FOR EMERALD CITY CONSTRUCTION
UNDERGROUND TELEPHONE LINE TAKEN
FROM CITY OF RENTON ENGINEERING DEPT.
PLANS W -346 12" WATERMAIN REPLACEMENT
ALONG KENNYDALE ELEM. SCHOOL
DATED JUNE 27, 1969.
BARRIER FREE EX. SDMH
ACCESS RAMP RIM= 240.98
IE= 23298ONC N
EX. FIRE HYDRANT EX. CB TYPE
IE= 233.38 IRON, ONGS RIM= 240.69
EX. CB TYPE IE= 233.18 W IE= 238.74(8CONC NW)
RIM = 235.14 IE= 234.98 8'CONC SE
IE= 231.14(8%ONC SW) EX. WATER VALVE
EX. TELE. MANHOLE
a � a
1 _ w ________ ,� _____ ___ w ___ _ w ______ _ _ � ___ ____ w ______ _
EX. WATER VALVES _ __ /� -
_
G 256
0.39%-- DOUBLE YELLOW STRIPE " _ _ ------------------
__ -� '
_ _ __ _ _ __ __
U -- -------- - `� 357E LF$ FDFE OR BLUE -BRUTE PVC ®$i% c ___.:LF 8' SDR 35 PvC ®9Ci9t - - a =_
Q - ------ ---------------------------------------
- --- -- ---- --- ------------ ------------------------------------
`-D °-- -- - -- _-` - -- - --- -- - - ----- -- - °--- -- - _ -- -- - - '- -- --- - - ---- -
II STA. 5+88 4 RT. ` - iH512' CONC W)
-ss C.O. II SSMH #2, TYPE "8' S4° ABANNDONED WATERLIN VERIFY WITH PuRV OR ___ w ____ /� -____ _ _ - -- - - -- - -- - -- EM229.33 12' CONC S}
RlM - 234.86 - - w -- -- - - - - --- -- - - -- ----- -- -- - - )
w - -------- - w - ---- - -- w --- ------ " -------- - - w ---- --- - - ----- w -------------- -------
((
o a - w b tt - w ,- -- RIM • 35.58 -��� - � � � ; � w 1� ��/ IE 229.43(12 CONC E
"
lE . 230.28 (8' PVC SE! IE= 238.1 "3 "4" FM NE)
'. IE� Fv_ 230"3848': PVC -NWT -- , „ -T _ / EX. GAS VALVE /�' / 29
NEW IE= 229.8" PVC NW)
CAUTION UTILITY �/ /
EX. SDMH EX. CB TYPE :7 UTILITY CROSSING; APPROXIMATE LIMITS OF SAWCUT. SAWCUT AND CROSSING, POTHOLE PRIOR ,
RIM= 234.86 PRIOR TO CONSTRUCTION REMOVE PAVEMENT AS NECESSARY TO INSTALL TO CONSTRUCTION. _
RIM = 234.39 .-
WATER LINE TAKEN FROM CITY OF IE= 231.36S8"CONC NE CONTRACTOR SHALL POTHOLE NEW SAN. SEVER PER DEFAILS ON SHEEP 3.
IE 227.89 8"CONC NE l )) `
IE 227.79 15 °GONG N
REM TON ENGINEERING DEPT. PLANS IE= 232.01 6%ONC NW LOCATION OF EXISTING STORM RESTORE PAVEMENT TO MATCH EXISTING CON- / �7,; 'EX. C8 TYPE
IE- 227.89 15 °CONC S W -346 12" WATERMAIN REPLACEMENT DRAIN TO AVOID UTILITY CROSSING DITIONS PER DETAIL 1/3. "":;y / - y�RIM= 242.26
ALONG KENNYDALE ELEM. SCHOOL CONFLICT, NOTIFY ENGINEER 242 IE= 239.26 1T CONC N)
IE= 239.86 4" CONC E
DATED JUNE 27, 7969 IMMEDIATELY. / )
UTILITY CONFLICT NOTE
CAun0N1
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOUNG
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW 1/11UTY CROSSINGS TO PHYSICALLY
VERIFY' WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTUTIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
NOTE:
NEW REPLACEMENT PAVEMENT
LEGEND:
' --
10 MATCH EXISTING
LINE
WATER EN
E %. WATER VALVE
EX. WATER VALVES
n
EX. CB TYPE I
RIM = 233.98
IF = 230.93(8 "CONC SW)
EX, WATER MANHOLE
BARRIER FREE
ACCESS RAMP
EX. 6" VERTICAL
'C
(�
CURB AND GUTTER r
EXISTING SANITARY SEWER - -
RIM = 243.07
245
DATED JUNE 27, 1969
w
A
__ _ ___ w _ ________ w _______ w ____ _ _ w
P,
__ w
PROPOSED SANITARY SEWER
w___ ________ w ________
_ w
_Z
= i
sss a
_ o.5ssc' KENNEWICK PL. N.E.
UNDERGROUND TELEPHONE LINE TAKEN
FROM CITY OF RENTON ENGINEERING DEPT.
PLANS W -346 12" WATERMAIN REPLACEMENT
ALONG KENNYDALE ELEM. SCHOOL
DATED JUNE 27, 1969.
BARRIER FREE EX. SDMH
ACCESS RAMP RIM= 240.98
IE= 23298ONC N
EX. FIRE HYDRANT EX. CB TYPE
IE= 233.38 IRON, ONGS RIM= 240.69
EX. CB TYPE IE= 233.18 W IE= 238.74(8CONC NW)
RIM = 235.14 IE= 234.98 8'CONC SE
IE= 231.14(8%ONC SW) EX. WATER VALVE
EX. TELE. MANHOLE
a � a
1 _ w ________ ,� _____ ___ w ___ _ w ______ _ _ � ___ ____ w ______ _
EX. WATER VALVES _ __ /� -
_
G 256
0.39%-- DOUBLE YELLOW STRIPE " _ _ ------------------
__ -� '
_ _ __ _ _ __ __
U -- -------- - `� 357E LF$ FDFE OR BLUE -BRUTE PVC ®$i% c ___.:LF 8' SDR 35 PvC ®9Ci9t - - a =_
Q - ------ ---------------------------------------
- --- -- ---- --- ------------ ------------------------------------
`-D °-- -- - -- _-` - -- - --- -- - - ----- -- - °--- -- - _ -- -- - - '- -- --- - - ---- -
II STA. 5+88 4 RT. ` - iH512' CONC W)
-ss C.O. II SSMH #2, TYPE "8' S4° ABANNDONED WATERLIN VERIFY WITH PuRV OR ___ w ____ /� -____ _ _ - -- - - -- - -- - -- EM229.33 12' CONC S}
RlM - 234.86 - - w -- -- - - - - --- -- - - -- ----- -- -- - - )
w - -------- - w - ---- - -- w --- ------ " -------- - - w ---- --- - - ----- w -------------- -------
((
o a - w b tt - w ,- -- RIM • 35.58 -��� - � � � ; � w 1� ��/ IE 229.43(12 CONC E
"
lE . 230.28 (8' PVC SE! IE= 238.1 "3 "4" FM NE)
'. IE� Fv_ 230"3848': PVC -NWT -- , „ -T _ / EX. GAS VALVE /�' / 29
NEW IE= 229.8" PVC NW)
CAUTION UTILITY �/ /
EX. SDMH EX. CB TYPE :7 UTILITY CROSSING; APPROXIMATE LIMITS OF SAWCUT. SAWCUT AND CROSSING, POTHOLE PRIOR ,
RIM= 234.86 PRIOR TO CONSTRUCTION REMOVE PAVEMENT AS NECESSARY TO INSTALL TO CONSTRUCTION. _
RIM = 234.39 .-
WATER LINE TAKEN FROM CITY OF IE= 231.36S8"CONC NE CONTRACTOR SHALL POTHOLE NEW SAN. SEVER PER DEFAILS ON SHEEP 3.
IE 227.89 8"CONC NE l )) `
IE 227.79 15 °GONG N
REM TON ENGINEERING DEPT. PLANS IE= 232.01 6%ONC NW LOCATION OF EXISTING STORM RESTORE PAVEMENT TO MATCH EXISTING CON- / �7,; 'EX. C8 TYPE
IE- 227.89 15 °CONC S W -346 12" WATERMAIN REPLACEMENT DRAIN TO AVOID UTILITY CROSSING DITIONS PER DETAIL 1/3. "":;y / - y�RIM= 242.26
ALONG KENNYDALE ELEM. SCHOOL CONFLICT, NOTIFY ENGINEER 242 IE= 239.26 1T CONC N)
IE= 239.86 4" CONC E
DATED JUNE 27, 7969 IMMEDIATELY. / )
UTILITY CONFLICT NOTE
CAun0N1
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -800- 424 -5555 AND THEN POTHOUNG
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW 1/11UTY CROSSINGS TO PHYSICALLY
VERIFY' WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTUTIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
NOTE:
NEW REPLACEMENT PAVEMENT
LEGEND:
' --
10 MATCH EXISTING
LINE
WATER EN
RENTON PLANS
EXISTING CONTOURS
EX. CB TYPE I
�!
W -346 12" WATERMAIN REPLACEMENT
ALONG KENNYDALE ELEM. SCHOOL
EXISTING SANITARY SEWER - -
RIM = 243.07
245
DATED JUNE 27, 1969
IE= 239.57(8" DI SW) III
zas
PROPOSED SANITARY SEWER
_
EXISTING WATER + °-- - - --w-
%111 244
Lu
EXISTING STORM LINE
EXISTING CURB AND GUTTER
Ya, '%
\:`/
REBAR IN MON.CASE
0th ST. & PARK ST.
PT ENGINEERING IN
EXISTING SPOT ELEVATION "� *�5+
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CD
EY JOB #94337 12/13/94)
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ASPHALT PAVEMENT
_- __..-
ON B.M. 1341
I
ELEV=201.31 FEET
_- ----
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EXISTING GRADE ABOVE
NEW SEWER MAIN -.
NOTE: PROVIDE CLEANOUTS TO GRADE
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EVERY 100' ON 6" SANITARY SEWER
-
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235 :..
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_____II
- -- _ _ _ - -- ...
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358 LF HDPE OR BLUE BRUTE
PVC ®$4
...258 LF T SDR 35 PVC ®84
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230
230
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225
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-
STA 5 +88, 4 RT. -
-147 -
SEE =235.54/3
RECOMM. N*)ED
F
STA 8 +46, 4' RT.
EX. SSMH
EX. RIM= 241.63
-
RIM= 235.5 -
cam, +y
6
IE 4L29.53 NEW 8" NW)
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220... -...
__.
IE= 238.16 (8' OUT) 230.28 _.
P� J
op wn 6
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229.29
- - 220
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:...
IE i3Ba6- (B'IN) 230.38 -._
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8 +00
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+50 6 +00 +50
7 +00 +50
EXPIRES 1YlI
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REVISED PER CITY
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REVISION
BY
APPR.
DATE
File 5616 -P2 Date /Time: 08/28/1996 13:51 Scole: 1 =20 BRIAN WOLLASTON Xre(s:
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ti)
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DESiONEO JJ
- -Y,TE 5/28/96 E._ ':r,
UPAlIN BW
f,HECKEU JJ C - -E 1 20' LL d`Or =
APPRUVED . `2
S
LC7