HomeMy WebLinkAboutS-227003\ 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
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