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EXIST
PAVEMENT 7
i
1' P
EDGE OF
EXCAVATION
LIMITS OF SAWCUTTING
3" HMA CLASS Y2"
PG 64-22, WSDOT
STD SPEC 5-04.
COURSE, WSDOT
STD SPEC 9-03.9(3),
CSBC, COMPACTED TO 95%
MAXIMUM DRY DENSITY PER
ASTM D-1557
1. INSTALL ASPHALT PAVEMENT IN TWO LIFTS, 1Y2" MIN
THICKNESS EACH LIFT. APPLY TACK COAT BETWEEN LIFTS.
2. MATCH EXISTING ASPHALT THICKNESS IF GREATER THAN
MINIMUM.
PAVEMENT RESTORATION
DETAIL n
NO SCALE TYP
TOP SECTION VIEW
NOT TO SCALE 18" In
6"
UNDISTURBED EARTH
DEAD ENO ANCHOR SCHEDULE
N OF
3/4"
RODS
LINE SIZE
"A"
B"
"Cy
«D"
6"
2'-0"
1'-0"
1'-6"
V-0"
2
8"
2'-0"
V-6"
V-6"
1'-6"
2
101.
2'-6"
V-6"
1'-6"
V-6"
2
12"
2'-6"
2'-0"
t'—fi"
1'-6"
4
16"
3'-0"
2'-6"
2'-0"
1'-6"
4
NOTES:
I. 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 COMPACTED TO 95% MAX DRY DENSITY BASED
ASTM D1557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN.
1019 39TH AVENUE SE, SUITE 100
LJ PUYALLUP, WASHINGTON 98374
T. 253.604.6600 F. 253-604-6799
z www.parametrix.com
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3/4" CORTEN CONTINUOUS
THREAD RODS INSTALLED
SYMMETRICALLY AROUND PIPE
TO MATCH BOLT HOLES
(SEE TA13LE BELOW)
00D SKIDS, STA
ST BANDING A
ANTI— AT B C
CONTRAC SHA
WOOD D Ch
TO ABLE CAR
T BE INSTALLED
LINE AND GRADE
SIDE SECTION VIEW
NOT TO SCALE
1' NMI. (10" PIPE & SMALLER)
4 4' MIN. (12" PIPE k LARGER)
o,
9,
SEE TRENCH DETAIL f
AMAX. AT COLLAR .
MIN.
MAXIMUM MMi.
I
4-1
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
NOT TO SCALE
THRUST COLLAR & BLOCKING
DETAIL n
NO SCALE
! RECOMMENDED r aR APPROYaL
Bvt_ Datel--------
By, ---------------- Datel........
By, ---------------- Date1--------
BY°---------------- Date.--------
/4 REBAR AT 8' ON CENTER
WITH 180' STANDARD HOOKS
a eon+ ENDS
�-- MEGALUG SERIES 1100
ECHANICAL JOINT
RESTRAINER GLAND FOR O,I.P.
ELEVATION VIEW
NOT TO SCALE
N 42" DIA STEEL
USING, %" WALL
IICKNESS MINIMUM
DIA SNAP TITS
PIPE OR EQUAL
BLOWN SAND
D N RAILS
C H ALL— L IN STALE-_
0 F CAS
PIPE ENCASEMENT
DETAIL n
NO SCALE TYP
AS -BUILT NOTES
INSTALLED 3/4" ANGLE IRON RAILS WITH IRON
POSTS WELDED AT 6—FT SPACING TO CASING,
FOR ENTIRE LENGTH OF EACH CASING.
O3 ANNULAR SPACE FILLED WITH BLOWN SAND.
CASING ENDS SEALED WITH GROUT FOR ALL
THREE CASING SEGMENTS
EXCAVATION/BACKFILL
MAXIMUM PAY LIMITS
PIPE OD + 6'
BANK RUN GRAVEL
FOR TRENCH
BACKFILL, WSDOT
SECT 9-03.19
TEMPORARY
SHEETED/SHORED
TRENCH
BEDDING MATERIAL
SEE SPECIFICATIONS
6" MIN
PIPE OD
6" MIN BEDDING, WSDOT
SECT 9-03.12(3)
FOUNDATION MATERIAL
AS REQUIRED SEE
SPECIFICATIONS
FILTER FABRIC
(MIRAFI 60OX OR
EQUAL)
TYPICAL TRENCH
DETAIL n
NO SCALE TYP
EXIST 8" WATER MAIN AS -BUILT REVISIONS CONCRETE THRUST COLLAR
WEST BLOCKING WITH WEDGE
SIDE — ACTION RETAINER GLAND
REMOVE �--EXIST 3FT..... .g" SEE. DETAIL . 4,. THIS. SH.EET........
8 FT
4 FT
-- < I
APPX 6—IN
.....22YZ . BENDS . (MJ) .. .
WITH MEGALUG SERIES
1100 MECHANICAL
JOINT WEDGE ACTION
RETAINER GLAND (TYP) NEW STORM LINE
AS -BUILT NOTES
O VERTICAL SEPARATION REDUCED
TO FIT HORIZONTAL CONSTRAINTS.
i I �
l
- --
... ......................... ....=. ........
2 EACH (MIN) 3/4" ALL THREAD `
CORTEN SHACKLE RODS. SEE
CITY STD PLAN 330.5
WATER MAIN
VERTICAL ADJUSTMENT
DETAIL n
NO SCALE C2
D=35291 5
AS -BUILT
'1> ADDED AS —BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9 10-12 DWC SURVEYED: SCALE: DATE:
VERTICAL: NAVD 83/1 CITY OF LAKE AVE S / RAINIER AVE S
ADDED CB-3.5, CLEANED UP DRAWING, REMOVED CONSTR INF NOTES. AS SHOWN HORIZONTAL- NAD lsas/tssl �� JUNE 2011
' DESIGNED: - ��-
R. HERMES R E N TO N PAGE: STORM SYSTEM FIELDBOOK:
DRAWN:
K. TAYLOR ONE INCH DRAWING NO:
I i�%%�� .
CHECKED: AT FULL SCALE- p
Planning/Building/Public Works De t. DETAILS AND SECTIONS C 6
IF NOT ONE INCH
N O .. REVISION BY DATE A P P R - APPROVED: SCALE ACCORDINGLY ,SHEET: OF:IV 10 11
I D 1 [31 �1211311 10