HomeMy WebLinkAboutW-404810EXISTING WATER LIME
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BOLTHOLES — 3 PLCS
EQUALLY SPACED 12V
APART ON 23 1/16' (586mm)
DIA B.C. (SCE DETAIL)
RENT0N
SEWER 3I
XAIE ry use
COVER & FRAME
PLAN VIEW
25' DIA,
C635mm] 1'
3/4' [25nrl]
I �i'h1`I
8 3/4' L 2 1/2'
[222mm] 164mm]
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
3) BLT SIX, FALLEN HEAD)
1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
26 112' DIA
C673mm]
5 1/4' DIA
C641mn] 1 i/W 1/4' 1 1/16'
FF 1 i
1/4' C6rin) IIlA C27mm] [6mrtl] r [27rim]
NEOPRENE GASKET }
r 1/9' t
1152lnr12 [inn]
5/9' 23 3/8' DJA CL OPEN I ER3nn]
116mm] Es94mm] I GASKET GROOVE DETAIL
27 5/16' DIA
C694mrn)
34 1/8" DIA
CBb7rlrr] NOTES.
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOOKING LIT} PER
EAST
JORIDAN IRON WORKS INC. No, 3717C1 OR
EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), DR WATER (SPECIFY "WATER").
SM. PLAN
— 401
PUBLIC WORKS
MANHOLE FRAME AND COVER
'fin p
DEPARTMENT
DECEMBER
2008
f- LAIN
TO CITY
METER STACKED METER SECTION S" MIN. FREE
BODES DRAINING GRAVEL
NOTES:
1, ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED 13Y STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2- THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING, THE OWNER SHALL FURNISH. INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING ANO APPURTENANCES SHOWN ON THIS PLAN.
1 THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SMALL BE SENT OR FAMED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER
UTILITY CROSS —CONNECTION CONTROL SPECIALIST. FAX NO. 425-430-7241.
4, DCVA ANC METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
L I
+ PUBLIC WORKS TO 2" DOUBLE CHECK VALVE STD. PLAN— 340.8
`+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR
' RESIDENTIAL FIRE SPRINKLER
„ - �IriARCI I010
ASBUILT SEWER + WATER NOTES + DETAILS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
r x 3t
[-- EX- SEWER MAIN
PROPERTY LINE -
___—SPOOL (LFN:GTH AS NEEDEa) 2
I
a C6" SEWER STU9E FUTURE 4' SIDE SEWER
2" Il 4'" STUD MARKING POST PAINTED
SEWER MAIN TEE X 5" TEE i 6- CAP/ VHTE WITH THE WORC 'SEWER' STENOILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
1 WRAPPED AROUND THE STUD ANO
EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP_) I
�i
!
I
------------------------r— + -- ----r
L___U
REND AS -
REQVIRED
E)Q571NG SANITARY
SEWER MAIN �.2 q% IN. OI
6" SEWER STUB
SEWER MAIM SIZE 6" TEE
a xc'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
JM EACi_E THREADED CLEAN -OUT ADAPTER HUEI
& PLUG (OR APPROVED EQUAL)
Y-�
FUTURE 4" SIDE SEKR
6'Xl,'jt0' WYE FUTURE G"x 4" REDUCER
TID EXIISTI
A. VATRI#7E1) CLAr MAIN - CUT IN A NEW PVC 'TEE" USING 'STRONG -BACK` FIXXIQI.E CGUPLINGS (FERNCO OR APPROVED EQUAL).
B- CUNCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STROhiG-BACK' FLEX ULZ COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC dt C900 PVC MAIN •- CUT IN NEW T> E USING RIGID COUPLINGS OR CORE-URILLIEC WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE LRON MAIN - CORE --DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OLITS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
30010 CONCRETE • / A h
BL4CI(ING ,� 2 Av
� � 7Q�}C� Zx MIN SL9PE
HORIZONTAL
8" TEE
6" MIN. SEWER SEWER MAIM
MAIN
CONCRETE BLOCKING 6%,�
OF TEE AT MAI(�ETWFEN 25L AND -ILL TYPICAL SIDE SEWER
1Q UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINLMIJM 2_$' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, W1H:CHEVER IS LOWER.
STANDARO SIDE SEWER 5TD. PLAN - 406.1
PUBLIC WORKS APPROVED:
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINES � �
.ev rw'�nnwr DATi
+rN[ 11tib Ain-Nn
MARKER
10'
PAD EL
PER PLAN
co (TYP)
3' MIN
IE=PER PLAN
LENGTH & SLOPE PER
PLAN. 2% SLOPE MIN.
& 100% MAX
ALL 9O- TURNS SHALL OE At;CElttpLl$HEO
BY MEANS 6F q WYE WITH CLEANOUT AND
45' BENd_ TWO 45' RENDS SHALL NOT BE
4" BEND AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE 11)
THAN 45' BE%D), EVERY 2N.D 4" CLEANOUT WYE VATH
CHANGE IN DIRECTION OR CRADE 45' BEND AND PLUG.
%I.L REWIRE A SU".401: (SEE NOTE T1)
CLEANOUT WYE. (SEE NOTE 11)
LLL LJ LJ
HOU5E HOU5E � HCIL]SE � HOUSE
o
IL a a
}t 3 -D MIN
Vona
�: 4" SEINER PIPE
u i=;i4 E CLEAN0U7 4,. 5UIRF.ACE (TYPICAL)
M5••x 6•'x6" WYE i, CLEANOUT
SEE STD PLANT - 4D7j WYE 4" TEST TEE WITH
} TH I`LVQ FAGS UP
u4" AYE WI(TYPICAL)
PROPERTY LINE CLEAyOUT
3' WIN U 6 x 4" REDUCER ra
__ z (TYPICAL)
F F F
MAIN SEWER LINE " w x
4' SEWER 1`11RE, SEE NOTES 2
AND 3, MINIMUM LIME SIZE F0-
QTHER THAN SINGLE FAMILY IS �..
PROPERTY LINE
NOTES:
z IF THE ♦3UIL01NG SEWER SERVES ANY F1XTIURE HAYING T. prig to Installation of a sanitary sewer connection, a aide -sewer
�e a FLOOD LEVEL RYAS LOCATED 6ELOW THE ELEVAT10N permit must be purchased from the City of Renton Putrllc Works
p OF THE NEVI UP57REAM MANHOLE GAYER OF THE f}e art r Qf t_
PLII3LIC SEWER SYSTEM, A BACKF'LOW PREVENTION p
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
n BACIKWATER VALVE OR APPROVED EQUAL SHALL BE 21 Types of pipe and fittings that can be used for sanitary sewers
`n 3 INSTALLED. Eh411 be ripprbVL-d by the Departlnant aI Pubilt Works. RuhBer of
m neoprene gQskets 4s SpeciFed 4y the mgmifacturer, stiall be
4" FLEMBLE COUPLING [FERNCQ DR EQUAL) used on polnts.
x a
9 3_ A minlmum grad& of 2A (1/4" per foot) must be.mclntoined
w 5LrRFA� GLEANOUT r
m 4"x 4"x4" WYE
4" pipe. In the event a Z% grade cannot be Iricintained, the
4" PIPING owner must sign a'City of Renton grade reltage farm and thrn
Con lnstaP 0" pipe ❑t a grade of 1%.
BUILQI PLa A,N FOR 4. For inspeclion aI side sewer, -call 24 hours in advance. The
LOW ELEVATION HOUSE inspection phone numbiev Is on the side sewer permit 51te
must be ready For inspection and representotival on site when
Inspector Arrives at appointed time. Side sewer and stub shall
be tested per Clty sppeFiratlons. Make the connection at the
MAIN TO PR{)Pt RTY DIN£ 5'-0" house. Da oat baekfill the ditch until approval ;s given by the
PROPERTY LINE FROM. 714E HOUSE 13UILDING DRAIN nape et or. Fin ❑I appr rival will be Ur on lad ❑fter khe a isf in(U sup:.
SIRE SEWER BUILDING SEWER 21_6„ tank has been pumped out and Filled wiFh sand.
— TO 3'-G'
3'-0"k11N_ 5. Install side sewer with 2' minimum cover, 15" cover is allowed
of the ilQuse If outlet Is shallow.
` 1 6_ If side sewer stub rs not avnbable The owner stroll be
cam oe m � respanslblr For its Installation per stondard drawing 4Q6,1. All
L=Jm m N m N 2 m x� - A x x JT+ Work within street right—tlf—w❑y shall be done by ❑ licensed ❑nd
om E_ v m 0 } m¢ i o bonded contractor.
m m o N 'rT y vi Ct O ptl 7• All *ark shall be ncGompll9hali m ocGordanu with lha Washingko-
r- 0 p in 2 o z r F, as ndust6al Saftty and Health Act. (WSHA)
R, ,,,I G i*1 # n o Amy m fS
9 2 D Ln
;A r-..I �� 0 D c S. All trench restoration for side sewers in the Public (light -of -way
16 a : z z '- i shall corlfcm to the most current trench restoration
.1y p ran com m 0 t4iovin rrtenih aE in the Rel510n Skmdord RroWings_
r1I= nx x
a xIn a 9. All building sewer and side sewers shall have bedding In
x' rno 9 O occordonc� with standard dm Wmg 405_
. �-U,_U
� r
z-o z -M 1D, There shall be o minimum 10 feat horizontal separation bctwee?,
M 0 5 5nnitbry @ioff sewers rind water servlcat and p minimum 5 foot
F harrrootai separation between sanitary side savers and oL1 ofher
m cn utilities.
a Q
11, The Cleoil uL kt khe Rlghi-4l-th1❑y philll ne Ingtrilled per
CALL FOR LOCATIONS BEFORE YOU DIG Standard Plon 4D7_ The cleanaut at the buldinq shall be
48HR LOCATORS I— Q-424—r�5n,$ in9tailed to sl,rfoce grado. All other cleoricwts shall be installed
'n wiFhi•i 1=" of ;n- g:,rfoce
4 r TYPICAL BUILDING SEINER STD, PLAN — 408.2
+ 'PUBLIC WORK' FROM PROPERTY LINE TO
DEPARTMENT BUILDING CONNECTION
AUGUST 2013
53'RW
Z
2� W
z VARIES VARIES
J SEE SEE
PLAN PLAN
10' MIN
SEPARATION
TEE CONNECTION
1.5' MIN
WATERMAIN
/ 4 VERTICAL BEND AT
I JUIIVI Ul-
1' TYP
3: W
z PAD EL
PER PLAN
4' �3' MIN
6" SIDE SEWER SERVICE
STUB ® 2% MIN
IE 8" @ MAIN TYP GRADE BREAK
PER PLAN
SEWERMAIN 6" SIDE SEWER
O SERVICE STUB @
SLOPE PER PLAN
SD PER
PLAN
SHALLOW DEPTH SEWER MAIN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
BENCHMARK
FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 RECORD DRAWINGS AS BUILT
REVISION
TJS 1/12/22 BJT SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY DATE APPR APPROVED:
BJT
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 19W
HORIZONTAL: NAD 19a3/1g91
DATUM
IE=PER PLAN
PLAN VIEW
TESTING DETAIL.
Ti
LINE
VERTICAL CROS5(9JxFL) FOR POLYPIGIS NG
ONE BLIND FLANGE CAN TOP WITH 2"TAP & 2"PLU0
ONE BLIND FLANGE ON BOTTOM
ONE (14J) PLUG WITH 2" TAP Ec 2" TEMPORARY BLOW -OFF
TEMPORARY BLOCK
L CUT -IN (BY CITY FORCES)
TEE (FLxFL) W1 C€7NC, BLOCK
1- QATF VALVES (FTxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1- PLUG (MJ) W/2"TAP k TEMP. SLOW -OFF
TEMP, BLOCK
EXISTING WATER LINE
Ex1Sl1NG WATER LINE
FINIAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING OY POLYPIG, AND DISINFECTION,
REMOVE TEUP. BLOCK & BLOW -OFF dt CONNECT
WITH SLEEVE (W) do C.l. 5POOLS
FINAL CONNECTION BY CITY FORCES
EXISTING WATER LINE
=- — '- STD. PIM — 900.5
*fi 1r PUBLIC WORKS CONNECTION TO WATER MAIN CUT
DEPARTMENT IN -LINE TEE & ONE VALVE
MARCH 2010
%R
CITY OF
RENTON
Planning/Building/Public Works Dept.
J. TAB
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2/ 7/21
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S-404812 W-404810�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ASBUILT SEWER + WATER NOTES + DETAILS DA2/7/2022 m
FOREST TERRACE PLAT �8001' c~OO
PULTE GROUP, INC DRAWING No: W
3535 FACTORIA BLVD S.E., #600 oc (w,
BELLEVUE, WA 98006 SHEET: OP Q v
L.L. m