HomeMy WebLinkAboutS-392317co ASBUILT SEWER NOTES AND DETAILS
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ALL UlM AT TIFFANY PARK
W PTN OF THE W1/2 8 SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
BOLTHOLES - 3 PLCS
EQUALLY SPACED 121'
APART ON 213 1/16" C586rnM]
➢IA B.C. (SEE DETAIL)
RENT0_N
SEWER
lux es us.
COVED SE FRAME
PLAN VIEW
2!5' DIA.
1635mr,)] 1"
3/4' F
�257r1]
C191nr1]
8 2 1/2'
[2261^2rim Irl] C64r,r1]
Tra
COVER SECTION VIEW
26 1/2' DIA
L673P1r1]
25 1/4' DIA
FTE641mrn] 1 1 �116r
1/4' (614m) WA 1271rIIg]
NEOPRENE GASKET
7t6'
[15f Mr1]
3/8' DIA CL OPEN
[16 �nT C594wlr9]
27 5/16' DIA
L694mml
34 1/8' DIA
COVER BOTTOM VIEW
c3) < SOC, (ALLEN HEAD)
s/ee-11 x 1.5 SS
RUBBER 'WASHER
EON BOLTING DETAIL
114'
C6r1n1 � ;C27rnro]
C3ron3
lrs•
CR3mm3
GASKET GROOVE DETAIL
1867mml NOTES:
FRAME SECTION[ VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC, No, 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM {SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN - 401
t PUBLIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT
DECEMBER 2008
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TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
TEE OF APPROPRIATE SIZE
a
SEE NOTE 6
4�
- "RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
90' BEND
3/4 THE DIAMETER OF
THE DOWNSTREAM PIPE
NOTES:
1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON
APPROVAL BY THE WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECT10N 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 REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" 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 WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
Y STD. PLAN — 402.2
�+ PUBLIC WORKS INSIDE DROP CONNECTION APPROVED:
- DEPARTMENT FOR SANITARY MANHOLE j
F N O r.eue DAtE
3' MIN TO 6'
MARKER
10' JOINT
PAD EL
ER PLAN
,,—CO (TYP)
IE=PER PLAN
LENGTH & SLOPE #2
PER PLAN. 2% SLOPE
MIN. 45% MAX
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
PROPERTY LINE
o FU TLI RE
6" BUILDING SEWER PIPE BUILDING SEWER
�21'x 4" STUD MARKING PAST PAINTED
TEE WITH 6" SIDE OUTLET _j$°X8"k6 WE WHITE WITH THE WORD -SEWER' STENCILED
SURFACE CLEAN OUT WITH CAST IRON RING & COVERIN 3" HIGH BLACK LETTERS AND #6 WIRE
g {EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
2975 OR APPRQVED E4UAL, EXTENDED TO THE TOP OF THE STUD.
SPECIFY -SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
6" SIDE SEWER AND BUILDING SEWER INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A- VITRIFIED CLAY MAIN -- CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EDUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
{FERNCG OR APPROVED EQUAL),
G_ PVC MAIN - CORE -DRILLED WITH A RQMAG SADDLE {QR APPRQVED
EQUAL] OR CUT IN A NEW TEE USING RIGID COUPLINGS,
D_ DUCTILE IRON MAIN - CORE -DRILLED WITH A ROIMAC SADDLE {OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL GONNECTI6NS TO MANHOLES SHALL BE
AT mmuFACrURIED KNOCK -ours O THE
STRUCTURE SHALL E3E CORE -DRILLED-
60" ALLOWABLE 'MAX.
FOR CAST IRON PIPE
CR DUCTILE IRON PIPE. �qui
1: 3: 5 MIX
CONCRETE ¢ �q G
BLDGKIIdG � x
�
LAIN SLOPE
6" SIDE OUTLET TEE
I SEWER
S" MIN, MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEYATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' CQVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
HORIZONTAL
MAIN
TYPICAL SIDE SEWER ELEVATI4hl
t;s
STANDAR7, SIDE SEVIIER MIXPLAN — 406.1
PUBLIC WORKSINSTALLATION(SEWER MAIN TO PROPERTY LINE) JANUARY 2013
53' R W
�z
� J VARIES VARIES
SEE SEE
VERTICAL BEND
IE=PER PLAN
SD PER
PLAN
12" MIN
IE 8" @ MAIN
PER PLAN
10' MIN
:PARATION
�WATERMAIN
VERTICAL PIPE
#1 PER PLAN
PER COR STD. PLAN
SEWERMAIN 409.
TEE CONNECTION
10' JOINT UE 1' TYP
-3:Uj
11� _j PAD EL
PER PLAN
5'
CO (TYP)
6" SIDE SEWER
SERVICE STUB
VARIES PER PLAN 2% MIN
IE=PER PLAN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
SURVEYED:
BCE
DESIGNED:
BJT
BK
11/20/18
BJT
DRARAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1983
HORIZONTAL: NAD 1983/1991
DATUM
3' MIN TO 6'
ALL 90' TURNS $HALL BE A"IDMPLWED
BY MEANS OF A WYE AND 45' BEND. TWO
45' BENDS SHALL NOT BE ACCEPTABLE-
4" &END AS REOUIRED (NO MORE
THAN 45' BEND), EVERY 2ND
4" GLEANOUT WYE 541Tti
CHANGE IN DIRECTION OR GRADE
456ENO ANO PLUG.
WALL REQUIRE A SURFACE
T+
CLEANCUT WYF_
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W
W
HOUSE
HOUSE a 1
HOUSE `ll HQUSE
a
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a
3 C" MIN.
4" SE)%ER PIPE
SURFACl_ t".LEAHOLIT
G"z 6'.4 WYE
4" SDRFdCE
CLEAHWT
(TYPICAL}
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
WYE
4 TTEE 3 WITH AND . I.4INIMUM LINE SI7f FOR
EST
4" GLEANQUT
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
(TYPICAL)
PROPERTY LINE.
WYE W17H PLUG
_ . _ I_ _PROPERTY LINE
3' MIN-
5". 4" REDUCER
(TMCAL)
MAIN SEWER
UNE
CITY OF
RENTON
Plonning/Building/Public Works Dept.
a
IF THE BUILDING 5E14ER SERVES AN'( FIXTURE HAVING
a
FLOOD LEVEL RIMS LOCATED BELOV THE ELEVATION
4
OF 174E NEXT UPSTREAM MANHOLE COVER OF THE
PURLIC SEWER SYSTEM, A RACkFLOW PREVE1d116H
o
DEVICE SUCH AS CLEAN CHECK EXTEHDABLE
In
BACK*ATER VALVE OR APPROVED EQUAL WALL BE
7
m
NSTALLED-
4" FLEXIBLE COUPLING (F€RNCO OR EQUAL)
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SURFACE CLEANCAIT
®
4"x 4"st4•' WYE
4" PI PING
PLAN
BUILDING CA,a1N FOR
LOW
ELEVATION HOUSE
MAIN TO
PROPERTY LINE 5'-5"
5'-0-
'RCFER1Y LIME
FROM
THE HOUSE
BUILDING BRAIN
SNDE SEWER
BUILDING S£VF_R
2'-6"
3'-0"k11N.
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NOTES:
1. Prior to Installation of a sanitary setter connection. a side -sewer
perrnit must be purchosed from the Clty of Renton P4)bNC SVorks
Deportment.
2_ Types of pipe and fittings that can be used for sanitary sewers
sholl be approved by the Department at Public Works. Rubber or
neoprene gaskets as speclFled by the manufacturer, shall be
usa9 on pints,
3_ A minlmum grade of 2Z <1/4" per loot) must be maintained
with 4` pipe. In the event a 27. grade cannot be maintained, the
awmm must sign a Clty 6f R.&ntm grad.& redeam faun and then
con Install 6" pups at a grade of 19.
d. Side sewer, cull 24 hours in advoncv_ The For inspection of
inspection phone number is on the side sewer permit. Site
must be ready for inspec;Uon and roprmsontotive on 31te when
hespector arrives at appointed time- Side 6ewar and stub OWN
be Tested per City specifications: Make the connection at the
house. Do not backfIll the ditch until approval is given by the
inspector- Flnpl approval -.,I[ be granted agar the existing aeptic
tonI4 has been pumped out and filled wilh sand.
5. Install side sewer with Z' minimum cower. 16" cover is allowed
of the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall be
responsible far its lnstallation par standard drawing 406.1. AA
work within street right-af-way shall be done by o licensed and
bpndad agntragtgr,
7. All work shall be accomplished In occordnnce with the Washington
Industries Safety and Health Act, (MSHA)
tL All trench restarokion fpr side sewers In the public right -of -wary
shall conform to the most current trench restoration
requirements as In the Renton Standard Drawings.
A. Ali building sewer and side =w-ers shall have bedding in
accordonce with standard drawing 405,
10- There ah all fie a -In!-..- 10 foot horizontal separotlnm fie#wean
zondory side sewers and water services and a minimum It fwt
horlaontal separation b0ween sanitary side sewers and 9j other
Utilities,
CALL FOR LOCATIONS BEFORE Y00 DIG
48AR LOCATORS 1-8010-4-24-5555
PTJBLIC FYC]RK5 TYPICAL BUILDING SEWER STD. PLAN - 400.2
DEPARTMENT FROM PROPERTY LINE TO
BUILDING CONNECTION SEPTEMBER 2012
CITY OF RENTON
E:)EPARTMENT OF PUBLIC WORKS
APPROVED BY
APPROVED BY
APPROVED BY
APPROVED BY
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SEWER NOTES AND DETAILS D 1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK
RAGE:
MAINVUE WA LLC DRAWING NO:
1
1110112TH AVE NE, SUITE 202 Uj
BELLEVUE, WA 98004 SHEET: wJ OF ww U
1<s,143191213T1 7