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MIN. 2" HMA (CLASS 7Z") MATCH
EX. PAVEMENT DEPTH
6" CRUSHED SURFACING TOP COURSE,
COMPACT TO 95% MODIFIED PROCTOR
1' EX. PAVEMENT
M)N. /
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\j�\j\jj \jam\jam\j�\j\ SAW CUT EDGE
/\\/i�%/ /\\%';.•.;;.;,.,,.,;.....:.......... \//�\/// OF EX. PAVEMENT
\\ � BANK RUN GRAVEL OR NATIVE
UNDISTURBED �// \� BACKFILL IF APPROVED IN
NATIVE % WRITING BY ENGINEER,
// '•;.':
MATERIAL ,� ;.;.• \� COMPACT TO 95% MODIFIED
PROCTOR
PVC PIPE
6"MIN.
21 MIN.
BEDDING MATERIALS
�2.5'MIN.
—�
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
(UNDER PAVEMENT)
>J 0 1 LLL
E WATEF
)FIT CA
CASING TO FIT CARRIER PIPE.)
NTS
(TYP.EACH
END)
NOTES:
SECTION A -A 1. SEAL EACH ENDS OF CASING WITH FLEXIBLE END SEALS SUCH
AS MODEL W BY PIPELINE SEAL & INSULATOR OR EQUAL.
2. CASING SPACERS SHALL BE INSTALLED A MAXIMUM OF 10'
ON CENTER.
3, AS AN ALTERNATIVE TO PIPE SPACERS, CONTRACTOR MAY
STRAP 8" PVC PIPE TO WOODEN BLOCKS AND FILL VOID
SPACE WITH SAND.
4 PIPE CASING DETAIL
s
Stantec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869-9448 www.stantec.com
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REVISION
EXISTING GRASS OR
LANDSCAPING
UNDISTURBED NATIVE
MATERIAL (TYP.)
SURFACE —
RESTORATION
PVC PIPE
6"MIN.
7-
EXISTING GRASS OR
LANDSCAPING
6" TOPSOIL
-TRENCH BACKFILL OR NATIVE
BACKFILL IF APPROVED IN
WRITING BY ENGINEER,
COMPACT TO 95% MODIFIED
PROCTOR
12"MIN.
BEDDING MATERIALS
—25MIN.—�
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR GRAVITY MAIN
(UNDER GRASS / LANDSCAPING)
NTS
10'
CHAIN LINK FENCE PLAN
A n1
BASE (TYP.)
CHAIN LINK FENCE PROFILE
NTS
SURVEYED:
MJL
DESIGNED:
EJW/SMA
DRAWN:
SMA
CHECKED:
BY DATE APPR APPROVED:
CI
SCALE.
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
ADJUSTING RINGS
(4"MIN/16"MAX).
GROUT BETWEEN RINGS.
PLASTER INSIDE FACE w/
3/4" GROUT
CITY OF RENTON STD. MH
FRAME AND COVER PER
STD. PLAN 401
777 60"x24" OFFSET CONE
PER WSDOT STD. PLAN
B-15.20-00
RUBBER GASKETED, GROUT ALL
ANIDTOUT�DENOFOUS ON SIDE
MANHOLE
POLYPROPYLENE
r
w
0
CONC. GROUT
MANHOLE STEPS (SHOWN
ROTATED FOR CLARITY)
48"0 PRECAST
SADDLE MH BASE.
® MH WALL
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CUT OUT TOP OF
a
PIPE AFTER
Z
BENCH IS FORMED
a
a
SEE PLAN --\
0-
AND PROFILE
WATER STOP
I,,
FOR PIPE
AROUND PIPE TO
Uj
DIAMETER
PROVIDE WATER
TIGHT SEAL
CHANNEL DEPTH
8"MIN
SHALL BE 3/4
OF DIAMETER
OF THE PIPE
I i c
•I - - I.
.cam _ �
4"x8"x8" SOLID
; 6"MIN
s
CONCRETE BLOCK
_
i
(SEE NOTE)
6" MIN DEPTH COMPACTED CRUSHED SURFACING --j \— CAST IN PLACE
(NON —CAISSON CONSTRUCTION METHODS ONLY) BENCH AND
MANHOLE BASE
3 SADDLE MANHOLE DETAIL
6 NTS
1' 2' 1'
e e
e .4 e
cV CV
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e
° e • ° e
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e e d ° e
CROSS SECTION
NTS
�18"�
PROFILE
N 1
NOTE: CONTRACTOR TO PROVIDE CONNECTION BETWEEN ANCHOR
AND CASING TO PREVENT SLIPPING DURING INSTALLATION.
S 368506
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
STEEL CASING ANCHORED
TO CONCRETE BLOCKS
NTS
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE: 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
'OR C T Y OF
t RENTON
Planning/Building/Public Works Dept.
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
DETAIL 2
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