HomeMy WebLinkAboutS-362111w
z
'o
a
f.
H
•
■t
I..I
1
T
LrL
^I
vJ
Q
Z
a_
z
'0'^
VJ
Z
W
X
U.I
(r
I.LI
LL1
0
cr—
I-
U)
0
1
0
0
U
U)
Q
C�
Q
rn
U)
112 PLUG AS DAM
rTEE OF APPROPRIATE SIZE
11162towl
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
3/4 THE DIAMETER OF
THE DOWNSTREAM PIPE
NOTES:
1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE
WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITRNGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60' DIAMETER
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR -N -SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60' DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12'. INSIDE DROPS EXCEEDING 12' IN
DIAMETER OR MULTIPLE DROPS SHALL BE RENEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE
6. 'RELINETY BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WIN A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAIN'ESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
PUBLTC WOPJO I INSIDE DROP CONNECTIOP
DEPARTMENT FOR SANITARY !MANHOLE
WARNING:
Fetlerel Way. WA 88008 eTpirt ur ( <+tc
THE UTILITY LOCATIONS SHOWN WPM esmcivil.com Nto s, Is �_pp�
ARE APPROXIMATE ONLY. DEPTH Gi.N gi P V a Plee lne
Public Win I Pmpct Mc,agament I InMacape PxKitectun
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 020 -011
BID. PLAIT — 402.8
AUGUST 2011
W (SEE NOTE 4)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 6)
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
V-0-
D. OF PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH
WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE
ACTUAL TRENCH WIDTH.
5. TRENCH BACKFILL SHALL CONFORM TO "9ACKFILLING" IN THE SANITARY
SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT
ROCKS OR LUMPS LARGER THAN I- PER FOOT OF PIPE DIAMETER
SHALL NOT BE USED IN THE BACKFILL MATERIAL.
S. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS
SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS.
7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
PUBLIC WORKS I PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS
�v i � � YErsnw: xnw Isae
1 SEDOND.SOSMOTAL ESM OS 1 NT$ xoN¢owru: Nw teen /feel
O O�
oNnwx:
ONE INCH DATUM
CXECKEO: gTRT N
A SA IF NOT ONE ING1
NO. REVISION BY DATE APPR ems. SLUE ACEEMINGLY
+74 +�jPissfbi
MARCH 2005
5 -3621
CHECKED FOR COMPLIANCE TO CITY STANDARDS
CITY OF HERITAGE PLAT SANITARY SEWER EXTENSION
RENTON PHASE (LIBERTY HIGH SCHOOL)
rlt
Planning /Building /Public Works Dept. SANITARY SEWER DETAILS