HomeMy WebLinkAboutR-403818A
s
C
E
F
G
H
w
U
z
w
w
U_
w
0
M0
�' J
0
Nt
0
Uj
I—
z
O
z
LLJ
ry
LL
O
W,
u
3
2
0 '
J
1�
0
M
J
0
co
U
Q
M 1
00
0
c
0
M �
(0 00
00
0m
E
rC -0
�Lnm
(6 X
co
T
N
3��
0
N 7
_CD
a M �I
0) N o
Y N
:F_LLWb��
I
wQ
�o�
U CL X
z
0
m
BYPASS PIPING INSTALLP
ZONE. SEE NC
yMI[�rl\ra=BTA WAIy\Y rrrAoll
T-0" MAX
Cn
w
Q
>
NOTES:
1. TEMPORARY ASPHALT PATCH SHALL MEET EXISTING ASPHALT
THICKNESS.
2. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO
MINIMUM 95% MODIFIED PROCTOR.
3. MAXIMUM AREA AVAILABLE FOR BYPASS PIPING INSTALLATION BASED
ON EXISTING UTILITY EXPLORATIONS IS SHOWN. ACTUAL AREA WILL
DEPEND ON BYPASS PIPING UTILIZED.
4. TRENCHING THROUGH NON -PAVED AREAS TO BE TEMPORARILY
COVERED WITH NATIVE MATERIAL AT SURFACE,
STANDARD TRENCHED BYPASS PIPING
N
w
H
O
z
w
w
W
EXISTING PAVEMENT (TYP)
TEMPORARY STEEL PLATE(S)
SEE NOTE 1.
(n
6" MIN
w
E
co
SEE
>
O
NOTE 2
a
o
z
as
C,.,
w
U
O
It
a a
o
CO
w
LU
O
z
a
Q
>
w
w
U)
X
Q
2
4
d
BYPASS PIPING INSTALLATION
a a
ZONE. SEE NOTE 5
T-0" MAX
NOTES:
1. STEEL PLATING TO BE DESIGNED FOR HS 20-44 LOADING TAKING INTO ACCOUNT TRENCH
WIDTH USED AND THE CORRESPONDING REQUIRED SPAN. IF MULTIPLE PLATES ARE
STACKED, TACK WELD PLATES TOGETHER TO PREVENT RATTLING.
2. PROVIDE TEMPORARY GRIND AT TRENCH EDGES. DEPTH TO MATCH STEEL PLATE THICKNESS.
RECESS PLATING TO INSTALL FLUSH WITH EXISTING PAVEMENT.
3. PIPE DEPTH VARIES DEPENDING ON EXISTING UTILITY CROSSING SIZES AND ELEVATIONS.
WHERE DEPTH OF PIPE MEETS OR EXCEEDS 3'-0", DETAIL 1 ON THIS DRAWING MAY BE
UTILIZED FOR STANDARD PIPE TRENCHING,
4. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95%
MODIFIED PROCTOR.
5. MAXIMUM AREA AVAILABLE FOR BYPASS PIPING INSTALLATION BASED ON EXISTING UTILITY
EXPLORATIONS IS SHOWN. ACTUAL AREA WILL DEPEND ON BYPASS PIPING UTILIZED.
6. TRENCHING THROUGH NON -PAVED AREAS TO BE TEMPORARILY COVERED WITH NATIVE
MATERIAL AT SURFACE.
SHALLOW TRENCHED BYPASS PIPING r2�
SCALE: 1/2"=1'-0" CT108 SCALE: 1/2"=1'-0" CT1T10
CT112
FACE OF CURB
CONCRETE CURB/GUTTER PER 6 1/2"
SECTION 32 16 00 IN THE
SPECIFICATIONS 51/2" 1"
1/2" R 1" R
1
MATCH EXISTING ROADWAY SLOPE
TOP OF
1/2" R. ROADWAY
SEE DETAIL 1, DWG CT114 FOR
p ' ROADWAY RESTORATION
TYPE R BACKFILL COMPACTED TO 1' - 6"
MINIMUM 95% MODIFIED PROCTOR
.
TO BE 6" THICKNESS OR MATCH
ROADWAY BACKFILL
CURB AND GUTTER
PREMOLDED
JOINT FILLER
3/8"
FULL DEPTH
EXPANSION JOINT
°
cfl
NOTES:
1. COMPLETELY REPLACE ALL CURB/GUTTERS THAT ARE IMPACTED BY TRENCHING.
2. A FULL DEPTH -EXPANSION JOINT SHALL BE EVERY 10'-0".
3. CURB/GUTTER RESTORATION SHALL COMPLY WITH CITY OF RENTON STD PLAN - 101 AS
PROVIDED IN THE SPECIFICATIONS.
CURB/GUTTER RESTORATION r
SCALE: 1/2"=1'-0"
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
rnair 01 /22/2019
0
e
CT112
C 0A1
CAROLLO ENGINEERS, INC.
1218 3RD STREET,
SUITE 1600
SEATTLE, WA 98101
PH:206-684-6532 FAX:206-903-0419
i
C
C
C
5'-0" i 5'-0" i 5'-0" i 5'-0"
FULL DEPTH
EXPANSION JOINT
PERMIT ISSUE DRAWING
This document version is designed to contain
sufficient relevant information for the applicable
Permit Review submittal and approval process.
JAN UARY 2019
ME
PLAN
CONTRACTION JOINT
NOTES:
1. REMOVE EXISTING EXTRUDED CURB PRIOR TO INSTALLATION OF
BYPASS PIPING. REPLACE PER DETAIL 5, DRAWING CT114 FOLLOWING
BYPASS OPERATIONS AND REMOVAL OF BYPASS PIPING.
2. MAXIMUM AREA AVAILABLE FOR RACKED BYPASS PIPING INSTALLATION.
PIPING TO BE INSTALLED IN SECURE RACKS DESIGNED BY
CONTRACTOR. CONTRACTOR TO SUBMIT RACK DESIGN AS PART OF THE
TEMPORARY BYPASS PLAN (TBP). SEE SECTION 33 31 40 OF
SPECIFICATIONS FOR TBP REQUIREMENTS.
3. TEMPORARILY RELOCATE EXISTING ROADWAY SIGNS THAT ARE
BLOCKED FROM VIEW BY RACKED BYPASS PIPING AND MOUNT ON
JERSEY BARRIER. REPLACE FOLLOWING CONSTRUCTION.
RACKED BYPASS PIPING (BIKE LANE/SHOULDER)
SCALE: 1/2"=1'-0" CT108
CT109
4" WIDE, SMOOTH
TROWELED PERIMETER
OR MATCH EXISTING
SIDEWALK
1/2" (IN) R. (TYP.)
MATCH EXISTING
IV. /
TYPE R BACKFILL COMPACTED TO
MINIMUM 95% MODIFIED PROCTOR
TO BE 6" THICKNESS
BROOMED FINISH OR
MATCH EXISTING
NOTES:
1. COMPLETELY REPLACE ALL SIDEWALKS AND CURB/GUTTERS IMPACTED BY TRENCHING.
2. A FULL DEPTH -EXPANSION JOINT SHALL BE EVERY 10'-0".
3. A CONTRACTION JOINT SHALL BE EVERY 5'-0" BETWEEN EACH EXPANSION JOINT.
4. CONCRETE CEMENT SIDEWALK SHALL COMPLY WITH SECTION 32 16 00 IN THE SPECIFICATIONS.
5. SIDEWALK RESTORATION SHALL COMPLY WITH CITY OF RENTON STD PLAN - 102 AS PROVIDED IN THE
SPECIFICATIONS.
SIDEWALK RESTORATION
SCALE: 1/2"=1'-0"
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Erik J. Waligorski, P.E.
(Washington License No.
38087) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
This document is released for
the purpose of information
exchange review and planning
only under the authority of
Brian A. Sliger, P.E.
(Washington License No.
55635) on January, 2019. It is
not to be used for bidding,
permit or construction
purposes.
■
DESIGNED/DRAWN:
CHECKED:
B. HAWES
E. WALIGORSKI/
G. GOULD
PROJECT ENGINEER:
SCALE:
B. SLIGER
AS NOTED
DESIGN APPROVAL:
FACILITY NUMBER:
B. ISAAC
NONE
PROJECT ACCEPTANCE: CONTRACT NO:
M. DARBY C01307C18
CT111
CT113
U
It I
KII'1g COY11V
SECTION A
SCALE: NONE --
z_ 1 /8" TO 1 /4"
T
P P
P P D
D
CONTRACTION JOINT
(')
N
0
0
00
U
LC)
0
O
Ob
T_
LLJ
W
Q
z
O
Q
J
00
Q
LLJ
ry
N
z
O
REFER TO DETAIL 4:
CURB AND GUTTER U
RESTORATION LLI
p P
PREMOLDED
JOINT FILLER FULL DEPTH
EXPANSION JOINT
DEPARTMENT OF NATURAL RESOURCES & PARKS
WASTEWATER TREATMENT DIVISION
EASTSIDE INTERCEPTOR SECTION 2
REHABILITATION - PHASE II
BYPASS DETAILS
U)
Qf
O
I^-
I..L
LLJ
rUr'
Lu
z
LLJ
0
U)
U)
Uj
Z
O
CQ
G
O
LL
z
U
Uj
O
CITY OF RENTON #:
7
R-40381 6
O
DATE:
JAN UARY 2019
z
LU
PROJECT FILE NO:
n/
16-1123630
ILL
DRAWING NO:
O
CT1 13
>
SHT NO / TOTAL
REV
18 36
NO
0
U
C
F
G
i