HomeMy WebLinkAboutzS-2270Set11
NOTE: SEE SHEET C1-1/FOR
/ SITE IMPROVEMENTS///
�1
i
.
EX. CB TYPE I II
RIM . 238.97 /
IE= 237.37(8" CON¢ S)
IE= 237.47(6" CO C IN
I WW P-7.7- ZZ70
File: 5615 —P1 Date /Time: 08/28/1996 13:35 Scale: 1 =20 BRIAN WOLLASTON Xrefs:
IT I I I I I ®I I I
19 18 17 16 15 14 13 12 11
OFFSITE SANITARY SEWER N.E. 30th STREET
FOR EMERALD CITY CONSTRUCTION EX. 32 34.50
TYPE
IERIM = 2= 231.20(6" CONC SW)
11
II EX. SDMH
1 I RIM = 234.00
II IE= 226.00 12"CONC SW
EX. SDMH EX. WATER EXIST
IE =226 50 8" CONC NE
RIM - 236.21 CAUTION : jVALVE WATER
IE= 223.66 18"CMP E) AVOID UTILITY CONFLICT, IE =22550 15 CONC NW VALVE
II IE= 223.6615 "GONGS POTHOLE PRIOR TO IE= 2256015 "CONC SE)
I I IE= 223.71 12"CONC W� CONSTRUCTION _ _ _ ___ _ __ __ ___ -
N - .Y '- -'
} - - - - - - -- . - - - -- II
VALVE
/ oii _ - --- - -- - -- w ---- - -- --- -- -- - --- w - - --- --- -" -- - - ---- " --- --
A
/f POTHOLE eRO l f-�--- --- --
/ /!
CONSTRUCTION— / I
- I n _____N---------------------
- - -
__
- 23 4 - - �- ---
-- - - i - - - CAL) KENN �--SAWCUT (TYPI
ABADONED WATERLINE VERIFY WITH PURVEYOR
------ -- --- ---- -- ------ _
m U I�
o -
APPROXIMATE LIMITS OF SAWCUT. SAWCUT AND
// II REMOVE PAVEMENT AS NECESSARY TO INSTALL
SAWCUT TYPICAL �- 62'5342" II EX. CB TYPE II -48"
/ ( ) NEW SAN. SEWER PER DETAILS ON SHEET 3.
RIM = 232.27
R= 200.00' ) RESTORE PAVEMENT TO MATCH EXISTING CON -
i^/ T= 122.31' IE= 229.52(12" CONC N) DTRONS PER DETAIL 1/3.
r L= 219.54' IE= 229.67(8" CONC SW
.,/ NOTE: DEFLECT JOINTS OF PVC PIPE
EX. CB TYPE I OR CURVE HDPE PIPE PER MFGR'S
RECOMMENDATIONS
RIM= 235.09 STREET CURVATU ETO FOLLOW
IE= 231.74(6"CONC N)
IE= 231.19 12"CONC E)
IE= 231.09 12%ONC W
POSS. BELL END)
CROSSING P HOL
TO CONST CTION
STA. 0+ 3, 31.50'
SSMH 1, CONCRE
WATER LINE TAKEN FROM CITY OF
RENTON ENGINEERING DEPT. PLANS
W -346 12" WATERMAIN REPLACEMENT
m �I ALONG KENNYDALE ELEM. SCHOOL
�z ?. DATED JUNE 27, 1969.
EX. 6" VERTICAL
CURB AND GUTTER
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPUCATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504 -7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
LEGEND:
EXISTING CONTOURS —-
EXISTING SANITARY SEWER - _ ................._._.._....._.
PROPOSED SANITARY SEWER —�
EXISTING WATER --- - - - ---
EXISTING STORM LINE
EXISTING CURB AND GUTTER
EXISTING SPOT ELEVATION <.nv
EXISTING ASPHALT D
PAVEMENT
. *(�
t 5.
J —4c z 70
2- REVISED PER CITY
1 REVISED PER CITY.
NO. REVISION
EXPIRES 10 10 co
e-H
CITY OF RE \TON Co
DEPARTVIEN7' OF PUBLIC IV ORKS
DATE FILE NO.
SCALE 1" = 20' FIELD BOOK — 11GE—
9 r�
- sueET 1 of 3 .-.
I � I I I Z I I 1 11 I I I I 1 jl
6 7 8 9 10 11 12 13 14 15 16 17 18 19
OFFSITE SANITARY SEVER 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, 19694
BARRIER FREE EX. SDMH
ACCESS RAMP RIM = 240.98
EX. FIRE HYDRANT IE- 232.98(15CONC N
EX. WATER VALVE EX. WATER 'VALVES �1 " IE= 233.38(15 CONC S3
EX. CB TYPE I EX. CB TYPE I IE= 233.18 12"CONC W
IX. WATER MANHOLE "C RIM = 235.14 IE= 234.98 8"CONC SE
EIM2303.98"CONC SW) BARRIER FREE c IE= 231.14(8"CONC SW) EX. WATER VALVE
ACCESS RAMP` r
EX. 5 VERTICAL W IX. TELE MANHOLE
r CURB AND GUTTER . oi
r " i �
II __ w _______ __ w _____________ _ ___ _______ w _ 1_ ____ ____
W i - T - - - - -- - -- w --- - - - - -- w w w w - - - w - -- w A -- - - w �/ w - w - - w - w
Z "r EX. WATER VALVES / "
-� - - -- -_ __ - - _ _ - _ __ -- -_- ---- - _ ___ _ -
-- - - --
f -- _ -- - - - - -- - - -- - -236�
KENNEWICK PL. N.E. nr e ® ti
DOUBLE YELLOW STRIPE
�- - - - -- - = - - - -- - - -- -- - - - - ------- - =- --- �_��� - - -- l -- -- -- - - -- - - - - -- �-�-- -1_--- - - - -- - - - - -- - - -- - - - - -- - -- -- --
U 1 556-IF 5 ADFE OR-T3TJE BRUTE PVC ®0:4% � O ` 258 LF 8" SDR -35 PVC 0 o?4%
" - - -- - -- ------`---- -- ---T ---= --'---`------ ---=-- --- ----- --- --- -- -- -- " -- -------- --------------- -------- ---- -- ' ------- �.
- - -----
STA. 5 +88,
SSMH #2, TYPE "B " -54" ABANDONED WATERLINF,�, VERIFY WITH PURV1'OR,
wt ----"-- -- - w -- -- - -- -- -- w -- ----------- w - - - - - - -- - -- w ---- --- - - - - -- w -------------- w ------- - - - - -- w -------- -- --- -- w ----------- w - - w ----- -- - - - - - - - - ---- ---- -- w -----21t0--- -- w ------- ---- --
w
..... _.__:..... .. - - __ - _ .___ _ EX. GAS ALVE
J CAUTION : UTILITY EX. SDMH EX. CB TYPE UTILITY CROSSING: APPROXIMATE LIMITS OF SAWCUT. SAWCUT AND CROSSING, POTHOLE PRIOR RIM 234.39 RIM = 234.86 PRIOR TO CONSTRUCTION REMOVE PAVEMENT AS NECESSARY TO INSTALL TO CONSTRUCTION. _
IE227.89 8"CONC NE WATER LINE TAKEN FROM CITY OF IE= 231.36 8"CONC NE CONTRACTOR SHALL POTHOLE NEW SAN. SEWER PER DETAILS ON SHEET 3. \ \
RENTON ENGINEERING DEPT. PLANS IE= 232.01(6"CONC NW; LOCATION OF EXISTING STORM RESTORE PAVEMENT TO MATCH EXISTING CON-
E:227
I.79 15"CONC N
IE= 227.89 15 "CONC S W -346 12" WATERMAIN REPLACEMENT DRAIN TO AVOID UTILITY CROSSING DITIONS PER DETAIL I/3.
ALONG KENNYDALE ELEM. SCHOOL CONFLICT, NOTIFY ENGINEER 242 /
DATED JUNE 27, 1969 IMMEDIATELY.'
� 3
unm MNR.ICT NOTE
CALMON:
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 CAWNG UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING
ALL OF THE EXISTING UTUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFUCTS 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
EX. CB TYPE I
RIM = 240.69
IE= 238.74(8" CONC NW)
LEGEND:
s
G�
EXISTING CURB AND GUTTER =_ ._
EXISTING CONTOURS - --
EX. CB TYPE I
EXISTING SPOT ELEVATION =� ^-
ASPHALT PAVEMENT
EXISTING SANITARY SEWER -
- RIM = 243.07
(FROM CONCEPT ENGINEERING INC.
TOPOG. SURVEY JOB #94337 12/13/94)
NAVD 88
CITY OF RENTON B.M. Jf341
: . -. .. ..
IE= 239.57(8" DI SW) I;1
EX. SSMH
"
RIM= 241.63
IE= 229.23 12" CONIC W
- --
,- � -II
IE= 229.33 12" CONC S
/f
IE 229.43 12' CONC E
14-
--- - - - - --
- - --"
IE= 238.13 FM NE)
NEW IE= 229.33(8" PVC NW)
/
-.. :... - :... :
.- ___.- _- - - -. -
---
-- 240
LEGEND:
s
HaVCh UAFFIC
EXISTING CURB AND GUTTER =_ ._
EXISTING CONTOURS - --
EX. CB TYPE I
EXISTING SPOT ELEVATION =� ^-
ASPHALT PAVEMENT
EXISTING SANITARY SEWER -
- RIM = 243.07
(FROM CONCEPT ENGINEERING INC.
TOPOG. SURVEY JOB #94337 12/13/94)
NAVD 88
CITY OF RENTON B.M. Jf341
: . -. .. ..
IE= 239.57(8" DI SW) I;1
245
PROPOSED SANITARY SEWER
EXISTING WATER ----- - ---w-
,- � -II
244 �
EX. CB TYPE I
RIM= 242.26
IE= 239.26 (12" CONC N)
IE= 239.86 (4" CONC E)
WATER LINE TAKEN FROM CITY OF
RENTON ENGINEERING DEPT. PLANS
W -346 12" WATERMAIN REPLACEMENT
ALONG KENNYDALE ELEM. SCHOOL
DATED JUNE 27. 1969
EXISTING STORM LINE
TO MATCH EXISTING
HaVCh UAFFIC
EXISTING CURB AND GUTTER =_ ._
TOP OF 5 /e" REBAR IN MON.CASE
0 INTX. NE 30th ST. & PARK ST.
EXISTING SPOT ELEVATION =� ^-
ASPHALT PAVEMENT
//��K/
^�
..245........
1
(FROM CONCEPT ENGINEERING INC.
TOPOG. SURVEY JOB #94337 12/13/94)
NAVD 88
CITY OF RENTON B.M. Jf341
: . -. .. ..
co
245
ELEV=201.31 FEET
SECTION
TO MATCH EXISTING
q6
..245........
1
..:.. �.1. :. �.
: . -. .. ..
- .. �.. �. .. - :
245
W i
_
--- - - - - --
I! 240... ..
...
-.. :... - :... :
.- ___.- _- - - -. -
---
-- 240
W
EXISTING GRADE ABOVE
NEW SEWER MAIN
- - - -
NOTE: PROVIDE CLEANOUTS TO GRADE
-
- - - - -
- - --'-
CA S
EVERY 100' ON 6" SANITARY SEWER
. -
- - -
II
_ -
O I 235
O - __` - - --- - --
--- - - - -- -
------ - -__--
235
i
: :
.y
558 LF HDPE OR BLUE BRUTE PVC ®0.4%
:..
258 LF T SDR 35 PVC ® 0.47 -
-
I-
230... ...
230
W 1
z!
JI
-
= j 225
.1. ... ..,
_
..
- 225
U
-
STA 5 +88, 4' RT.
STA 8 +46, 4' RT.
1 -
Q - -
i
-
-
SSMH 2, TYPE -54
- SEE JZ, I 4 3
- - r
RW70M. (.•ND
_ ]j
EX. SSMH
EX. RIM= 241.63
EX. IM= NEW 8" NW
- ( )
1
EIM 230.36 (8' OUT)
FC - . _, r ` I
s
1 220
IE 230.46 (6" IN)
FT?' p i,Q S -29-9y
220
%
BYE
8 +00 +50
+50 5 +00
+50 6 +00
+50 7+00 +50
2 REVISED PER CITY BW JJ 8 -29
® ®® ®®
f7i+ f7r !/
1 REVISED PER CITY. BW JJ 8 -7-
ND. REViroa
File: 5616 -P2 Date /Time: 08/28/1996 13:51 Scale: 1 =20 BRIAN WOLLASTON Xrefs:
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5/28/96 - -
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I A I I I I I I I Ii I I I I I j1
6 7 8 9 10 11 12 13 14 15 16 17 18 19
\ OFFSITE SANITARY SEWER N.E. 30th STREET
' FOR EMERALD CITY CONSTRUCTION EX. CB TYPE
i RIM= 234.50
\ IE= 231.20(8" GONG SW)
EX. SDMH
RIM = 234.00
EX. SDMH IE 226.00(12 "CONC SW)) EX. WATER EXIST
e IE- 226.60(8" CONC NE)
RIM = 236.21 CAUTION (( VALVE WATER
!IE= 223.66(18"CMP E) AVOID UTILITY CONFLICT, IE 225.50 15 "GONG NW) VALVE
E-22 16 S) POTHOLE PRIOR TO IE 225.6015 "CONC SE)
IE= 223.71 127CONC W CONSTRUCTION
734
EX. WATER r
i - -_ - -- -- II '' —VALVE
—Z7— M Z
-- --- - --
� --- __ � -- __ -------------- w w W
SS C.O.
10'.59% -I— B/M - 234.3 '
POTHOLE PRIOR TO -_ _ ________�__ _____- _________ ___ ___ ___ _ \ _
_ -_t- -- ^� NZE05 $ '64058`
CONST UCTION -' / �I II _p_ _ Ill
FH ABANDONED WATERLINE ss c.0. KENNEWICK PL. 'I tl.E. SAWCUT (TYPICAL) i M�
23357 II VERIFY WITH PURVEYOR RIM_ 233.66 - -w -- _ - -- ---------- _
_ _ __
/O® ° _ a
7N11
NOTE: SEE SHEET
SITE IMPROV
1
EX. CB TYPE I
RIM= 238.9(7
IE= 237.47(6" CO C N3
n �
/
1-1
236.13
233.7/ 0 r
= 233.76 r 6', ,
233.76/16 s ',PVC NINE)
/ \EX. 6" VERTICAL
CURB AND GUTTER
(TYPICAL)
EX. CB TYPE I
RIM= 235.09
IE= 2311.19 .74 6'CONC N)
:IE= 23 17'CONC E)
E=23 1.09 12"CONC W
ROSS. BELL END)
ALONG KENNYDALE ELEM.
DATED JUNE 27, 1969.
a
II ..
13:35
Scale: 1 =20 BRIAN WOLLASTON Xrefs:
II
EX. CB TYPE II -48"
x62'53'42"
RIM = 232.27
R= 200.00'
-
IE= 229.5212" CONC NE)
T= 12231,
IE= 229.67 a CONC SW)
L= 219.54'
NOTE: DEFLECT JOINTS OF PVC PIPE
�
O
M
OR CURVE HOPE PIPE PER MFGR'S
RECOMMENDATIONS TO FOLLOW
STREET CURVATURE.
OF
APPROXIMATE LIMITS OF SAWCUT. SAWCUT AND
REMOVE PAVEMENT AS NECESSARY TO INSTALL
NEW SAN, SEWER PER DETAILS ON SHEET 3.
RESTORE PAVEMENT TO MATCH EXISTING CON-
DITIONS PER DETAIL 1/3.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAD 332 -120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 96504 -7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
11*01Q►I!1
EXISTING CONTOURS —
EXISTING SANITARY SEWER -__ - --
PROPOSED SANITARY SEWER —�-
EXISTING WATER +'- - - - - -w-
EXISTING STORM LINE -
- --
EXISTING CURB AND GUTTER
EXISTING SPOT ELEVATION
EXISTING ASPHALT D
PAVEMENT
\ /• • \.
UT1Lff'f CONFLICT NOTE., INCFMAPo(
/ \ EX. CB TYPE I `+A TOP OF 518" REBAR IN MON. CASE
NOTE. 0 INTX. NE 30th ST. & PARK ST.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH FROM CONCEPT ENGINEERING INC.
'A"" h`b/ NEW REPLACEMENT PAVEMENT OF AND SURVEYING THE HORIZONTAL ANDNVERTICAL LOCATION PRIOR YTO POTHOUNG CONSTRUCTION. NAVDCHB SURVEY JOB /(94337 12/13/94)
2�� ?� SECTION TO MATCH EXISTING ALL OFD IN LUDE CALLING UTILITY
TES AT CATIATE OFINLW URLRY SCROSSINGS�TO PHYSICALLY CITY OF RENTON B.M. x¢34/
ELEU.= 201.31 FEET
_ \ VERIFY WHETHER OR NOT CONFLICTS LOCATIONS LOCATIONS OF SAID SSIN ES AS SHOWN ON THESE
\\ PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
,' ..
GO S INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH '
File: 5616 -P7
Date /Time: 08/28/1996
13:35
Scale: 1 =20 BRIAN WOLLASTON Xrefs:
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FILE Nc.
2 REVISED PER CITY BW JJ 8 -29 -96 DRAMN -
EXPIRESI/7/ 1 REVISED PER CITY. BW JJ B -7_96 eBeeXEn = seAI. t" = 20' FTFUO Boon - race=
NO. REVISION BY APPR. DATE APPROTED -- - -- SHEFT 1 OF 3
cc
1-4
t(�
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a
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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+
��V
CD
EY JOB #94337 12/13/94)
=as
ASPHALT PAVEMENT
_- __..-
ON B.M. 1341
I
ELEV=201.31 FEET
_- ----
I�
W
W
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NOTE: PROVIDE CLEANOUTS TO GRADE
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-
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235 :..
: � _- ___ - -_.
_____II
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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)
�
220... -...
__.
IE= 238.16 (8' OUT) 230.28 _.
P� J
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FF, t,r tc:vVA�,
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229.29
- - 220
r
:...
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B Y ...
8 +00
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7 +00 +50
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DATE
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APPRUVED . `2
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