HomeMy WebLinkAboutWTR2703531.7PAYMENT LIMIT
SECTION 32, TWP 24 N, R 5 E, W.M.
N
12.0' ONE LANE WIDTH(LONGITUDINAL)
6.5' MIN (TRANSVERSE)
1' MIN (TRANSVERSE XING
3' MIN (LONGINTUNDINAL XING
LANE LINE MARKING
2" SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR-4000W
SPECIAL PRECAUTIONS TO
PROTECT PIPE TO THIS
LEVEL. DEPTH TO PIPE
CROWN VARIES, SEE PLANS
12"
MIN.
CPEP FOR STORM OR
DUCTILE IRON PIPE
WITH POLYWRAP FOR
WATER MAIN
PROCTOR.
�6"
}
TYPICAL ROAD RESTORATION / TRENCH SECTION 1
NOT TO SCALE
TOP SECTION VIEW
NOT TO SCALE i 18" I i+>
DEAD END ANCHOR SCHEDULE
# OF
3/4"
RODS
LINE SIZE
"A"
B.
"C"
"D"
6"
2'-0"
1'-0"
1'-6"
1'-O"
2
8"
2'-0"
V-6"
V-6"
V-6"
2
10"
2'-6"
1'-6"
V-6"
V-6"
2
12"
2'-6"
2'-0"
V-6"
V-6"
4
16"
S-0"
2'-6"
2'-0"
V-6"
4
10 9114211►'1
1. CONCRETE SHALL 3000 P.S.I.
2. REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER.
3. PLACE THRUST COLLAR ON ONE FULL JOINT OF PIPE
4. FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED.
BACKFILL AT FACE OF ANCHOR WALL MUST BE
COMPACTED TO 95X MAX DRY DENSITY BASED
ASTM D1557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN.
In
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SIDE SECTION VIEW
NOT TO SCALE v
In
�18"
3/4" CORTEN CONTINUOUS
THREAD RODS INSTALLED
SYMMETRICALLY AROUND PIPE
TO MATCH BOLT HOLES
(SEE TABLE BELOW)
9�
SEE TRENCH DETAIL
A" MAX. AT COLLAR
"B" "A' "B"
MIN. MAXIMUM MIN.
ELEVATION VIEW
NOT TO SCALE
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
NOT TO SCALE
10/22/07 NEW DETAIL LC AG
DATE REVISION I BY APPR'
AN1V
03
O �
�O 11P 38311 cy
;4 AN
�`S`9jONAL
1' MIN
FINISHED
GRADE
1' MIN
•
•
1' MIN (TRANSVERSE XING)
3' MIN (LONGINTUNDINAL XING)
kN1 \\-2" HMA CL PG
58-22
6" HMA CL PG
58-22
6" CRUSHED SURFACING TOP COURSE PER
WSDOT SPECS 9-03.9(3)
CRUSHED SURFACING TOP COURSE, TRENCH
BACKFILL PER WSDOT 9-03.19, OR NATIVE
MATERIAL IF APPROVED IN WRITING BY THE
ENGINEER, COMPACTED TO 95% MODIFIED
PIPE ZONE BEDDING PER
WSDOT 9-03.12(3)
12" - 3'-0" 24" FOUNDATION MATERIAL PER WSDOT
24" - 4'-0" 9-03.12(3)(IF NEEDED)
3' MIN. 10 PIPE & SMALLER)
4' MIN. 12" PIPE & LARGER)
i
#4 REBAR AT 8" ON CENTER
WITH 180' STANDARD HOOKS
O BOTH ENDS
MEGALUG SERIES 1100/110OSD
MECHANICAL JOINT
RESTRAINER GLAND FOR D.I.P.
THRUST COLLAR & BLOCKING
WITH MEGALUG RETAINER GLAND
,1LITV 0 ADOPTED
CITY OF RENTON 4
♦I
STANDARD PLANS TYP
LST DATE:10/07
DWG. NAME: TCB-1 SP PAGE: XXXXX
ASPHALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL
2" MIN. AND IN STRAIGHT LINES AS
CEMENT DIRECTED BY THE ENGINEER
REMOVE LOOSENED TRIM CONCRETE
ASPHALT VERTICALLY EXISTING CONCRETE
PAVEMENT
3/4"DIA. X 12" LONG DOWEL EPDXY COATED DOWEL BARS
BAR ® 18" ON CENTER 6" MIN. ON ALL FOUR SIDES
s"
EXISTING RIGID BASE* MIN.
12" MIN.
12"
COMPACTED TRENCH BACKFILL
AS DIRECTED BY THE ENGINEER
COMPACTED CRUSHED SURFACING
TOP COURSE.
CUT AND PANEL REPLACEMENT DETERMINATION:
FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE
MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE
FOLLOWING CONDITIONS EXIST:
Less than ten (10) yrs old
Ten (10) yrs or older
Additional
Requirements
Local Access
without Bus Route
No
No
Local Access with Bus
Yes
Yes
Route
Intersection (All
Yes
Yes
Plus one panel beyond
Streets)
the curb return
40% Removal
Yes
Yes
Excellent Condition
(based on visual and/or
Yes
Yes
non-destructive testing)
Principal, Minor,
Yes, If twenty-four (24)
Yes, If twenty-four (24)
Collector Arterial and
square feet or more of
square feet or more of
all streets in CBD
any panel needs to be
any panel needs to be
and all bus route
patched
patched
*CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF
THE ENGINEER.
TYPICAL PATCH FOR RIGID PAVEMENT
PAVEMENT PATCHING
AND RESTORATION DETAIL
C p ADOPTED
�r CITY OF RENTON 2
+ STANDARD PLANS _
LST DATE: 04/04
DWG. NAME: H033 SP PAGE: H033
11-1/4' BEND
CAP
22 1/2' BEND
TEE
45° BEND
i
90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90,
45' BEND
11 1/4'
g0'
45' BEND
11 1/4'
g0'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
1.6
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O"
MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF
TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
TRUST BLOCK BE
REA REFERS TO
.ACE OF BLOCK M
IN SQUARE FEET
NOTES
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2').
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
3
TYP
(,&L�
CONCRETE BLOCKING FOR STD. PLAN - SS0.2
PUBLIC WORKS
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
W-3531
07
tray sr D'aborne, Lrw..
C❑NSULTING ENGINEERS
701 DEXTER AVENUE NORTH SUITE 200
SEATTLE, WASHINGTON 98109 (206) 284-0860
AS -BUILT SURVEY BY: EVAN
WAHLSTROM, PLS#44651
(INFORMED LAND SURVEY)
THE ORIGINAL PLANS WERE STAMPED
BY SC AND BB ON 2/14/2011 & 2/15/2011
SUP11I
NMN
°` �°'�'�'
DATUM
�' CITY OF
"
RENTON
Planning/Building/Public Works Dept.
LAKE WASHINGTON BLVD NORTH
STORM WATER AND WATER MAIN
IMPROVEMENTS
WATER AND ROAD DETAILS
°"I
2/14/11
B.P.B.
PAM,
WA�
ONE MW
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NO.
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NO.
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