HomeMy WebLinkAboutSWP2703529.10N
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EXIST
PAVEMENT LIMITS OF SAWCUTTING
1' MIN 3" HMA CLASS %2
PG 64-22, WSDOT
STD SPEC 5-04.
EDGE OF
EXCAVATION 8" BASE COURSE, WSDOT
STD SPEC 9-03.9(3),
CSBC, COMPACTED TO 95%
MAXIMUM DRY DENSITY PER
ASTM D-1557
NOTES:
1. INSTALL ASPHALT PAVEMENT IN T%,%'O LIFTS, 1%2" MIN
THICKNESS EACH LIFT. APPLY TACK COAT BETWEEN LIFTS.
2. MATCH EXISTING ASPHALT THICKNESS IF GREATER THAN
MINIMUM.
PAVEMENT RESTORATION
D ETAI L 1
NO SCALE TYP
DEAD END ANCHOR SCHEDULE
k OF
LINE SIZE
"A"
"B"
"C"
"D"
3/4"
RODS
6"
2'-0"
1'-0"
1'-6"
1'-0"
2
8"
2'-0"
1'-6"
1'-6"
1'-6"
2
10"
2'-6"
1'-6"
1'-6"
1'-6"
2
12"
2'-6"
2'-0"
1'-6"
1'-6"
4
16"
3'-0"
2'-6"
2'-0"
1'-6"
1 4
WOOD SKIDS, STP
STEEL BANDING 4
ANTI —FLOAT BLOC
CONTRACTOR SHA
WOOD SKID THICK
TO ENABLE CARR
TO BE INSTALLED
LINE AND GRADE
CASING AND PIPE PROFILE TO
PREVENT FLOTATION
MIN 42"
DIA STEEL
CASING,
5/8" WALL
THICKNESS MINIMUM
34" DIA
SNAP TITE
-
PE PIPE
OR EQUAL
NOTES:
1. CONTRACTOR SHALL INSTALL CASCADE CASING END
SEAL AT EACH END OF CASING.
PIPE ENCASEMENT
D ETAI L 2
NO SCALE TYP
U Z i
„
• MEGALUG SERIES 1100
.._. 1
o.� MECHANICAL JOINT
! {s„ RESTRAINER GLAND FOR O.I.P.
77
-
.__
o � I
NOTES: j
1. CONCRETE SHALL 3000 P.S.I, ELEVATION VIEW
2. REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER. NOT TO SCALE
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 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN.
THRUST COLLAR & BLOCKINGWITH MEGALUG RETAINER GLAND
NOT TO SCALE
X f€
12636 4
0 ISTt �
�`�s'IONAL
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T. 253.604.6600 F. 253.604 . 6799
www.parametrix.com
THRUST COLLAR & BLOCKING
DETAIL n
NO SCALE
REQUEMENDED FOR -APPROVAL
By[ ---------------- Datel- ---
DYI -- ------ Date,. _-----
By,------------ - Date: --------
By) ---------------- Date ----------
NO.
REVISION
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 600X OR
EQUAL)
TYPICAL TRENCH
DETAIL n
NO SCALE TYP
EXIST 8" WATER MAIN
5 ' .MIN REMOVE
12.7' EXIST 8„W
0
a a
- - -
a __
a
z� a
J
22%2° BENDS (MJ)
WITH MEGALUG SERIES
1 100 M EC HAN I CAL
JOINT WEDGE ACTION
CONCRETE THRUST COLLAR
BLOCKING WITH WEDGE
ACTION RETAINER GLAND
SEE DETAIL 4, THIS SHEET
5MIN
a
n
2 EACH (MIN) 3/4 ALL THREAD
CORTEN SHACKLE RODS. SEE
RETAINER GLAND (TYP) NEW STORM LINE CITY STD PLAN 330.5
WATER MAIN
VERTICAL ADJUSTMENT
D ETA I L n 5
NO SCALE C2
SURVEYED: SCALE:
VERTICAL: AD 1 83/1 CITY
O F
AS SHOWN HORIZONTAL: NAO 1983/1991 ,� ` /l
988
DESIGNED: �
R. HERMES \ R E N TO N
DRAWN:
K. TAYLOR ONE INCH DATUM M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
D=3529 10
LAKE AVE S /RAINIER AVE S
STORM SYSTEM
DETAILS AND SECTIONS
Ell
DATE:
JUNE 2011
FIELDBOOK:
PAGE:
DRAWING NO:
C6
SHEET: OF;
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