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CONSTRUCTION NOTES:
01 PLUG EX SS TO THE WEST WITH 2' NON -SHRINK
EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL
FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW
8" SS TO SOUTH. FILL ANNULAR SPACE WITH
NON -SHRINK EPDXY GROUT.
O2 CONNECT NEW SSMH-1 TO EX 8" SS FROM SOUTH.
O3 REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE
ANY DISTURBED PAVEMENT MARKINGS.
® LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO
VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO
CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT
FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY
CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER.
--- v0E— �
GRASS U
-- ---- - 5 REMOVE EX CB AND SECTION OF 8" SD TO NORTH
w THAT CONFLICTS WITH NEW SS PIPE PLUG PIPE PER
A5+00 - - - CONSTRUCTION NOTE 14, DWG C3.
I =
SW 34TH ST. A6+00 - - I - --- -----� U)
—4- - I ASF w 6 ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT
POTHOLE 4 -_ -
GAS APS - - -
23.5" 255'
bI,HLL: I =LU
w PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN
Cn NEW AND EX CONCRETE SHALL BE SAWCUT OR AT
z EX JOINTS.
B5+OQ ......... = O REMOVE AND REPLACE APPROXIMATELY 10 LF CURB
AND GUTTER PER STD PLAN F-1 AS NEEDED TO
< INSTALL MANHOLE.
® INVERT GIVEN IS FOR CENTER OF MANHOLE.
MAINTAIN SLOPE ACROSS STRUCTURE.
99 PROVIDE ETHAFOAM PAD AT CROSSING.
10 EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB
AND GUTTER DURING CONSTRUCTION.
S-322304
SSMH-1 TYPE B-54"
i__
N
STA BO+43; STA A2+04.58, 16.5'RT
4
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RIM MATCH NEW GRADE 19.18
o c�
IE IN (S) 15.04, 8 DIA PVC (EX)
(�)SSMH-2 TYPE B-54" .
4
+
.
IE.IN IN (N) T��
.. .
STA B2+8.9; STA A4+49.73, 16.5 RT
I
Q z
CENTER CHAN=14.1 :
IE OUT (E)
RIM 19 +MATCH EX 19.07
Q =
IE .26 CENTER IE=13.0
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43 LF,: S=0.42%,
8" DIA PVC Q
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FINISHED GRADE
. /__ .. ...... ...
131 +00
NKIF G
Q' or WA,1�
1
42970 4
G�� ��cISTER�I 1�4'
EXPIRES: 1 0-1 2-
)A-< I F- C-In R" NA P\/r
ORIGINAL PLANS STAMPED BY:
USA MARIE GORRY ON:3/2/07
PE 142970 EXPIRES: 10/12/07
w
' I EXISTING GRADE ....
PROHLE B
B2+00
SCALE: 1 "=20' HORIZONAL
1 "=5' VERTICAL
ADDED AS -BUILT SURVEY INFO, REVISED OR MOID SO
UNNEEDED NOTES, INFO. FOR CLARITY D C 12
ISSUE FOR BID
REVISION
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____-------- - -----------------=----:---- _---T-- ----- C20
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B3+00
TEXT
SURVEYED:
DH&A
SCALE:
AS SHOWN
'2-08
AQ
DESIGNED:
LMG
DRAWN:
CAD
ONE INCH
— 2 — Q
CHECKED:
RML
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DATE
APPR
APPROVED:
MSG
o 11
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
t A-1
P'
CITY OF-
RENTON
Planning/Building/Public Works Dept.
B5+00
AS -BUILT SURVEY BY:
PLS, Inc., 1/18/2008
AS —BUILT PLANS STAMPED BY:
BEN V. PETERSEN ON:1/22/08
PLS #17676
AS -BUILT
5 2.5 0 5 10
1 "=5'-0" iiiiiiiiiiii
Scale Feet
20 0 20 40
1 "=20'-0"
Scale Feet
SW 34TH STREET 03/2/07
CULVERT REPLACEMENT PROJECT FIEDBOOK:
PAGE:
DRAWING N
SEWER MAIN RELOCATION C 6
PLAN AND PROFILE (SHEET 1 OF 2) SHEET: 8 OF: 16
IDI-131212131019