HomeMy WebLinkAboutS-418203N
00
T
I
O
I
W
N
w
T
I
N
r.'
NM
0\/
T
N
1
n
rr
F---
ftQ
m
DocuSign Envelope lD:6EECF5BFr602A-4E4A-B436-A317AA538878
5' MAX.
DRAINAGE GRATIE TRIM
GRATE FRAME _
COVERFLOW BYPASS
x -
BELOW INLET GRATE DEVICE
SEDIMENT AND DEDRLS
d
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATESHOWN) RETRIEVAL SYSTEM (I'YP.)
QIV
OVERFLOW BYPASS M!".)
BELOW INLET GRATE DEVICE
ISOiNETRIC VIEW
NOTES:
1. PROTECTION SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50I FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE T-HF BELOW INLET GRATE DEVIVI CE {BIGD I FOR THE STO RMWATER STRUCTURE IT WILL SERCE-
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS)-
5. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD VWTTHOUT SPILLING THE COLLECTED MATERIAL
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION
G. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REM OVED WHEN THE SEDIMENT HAS FILLED ON&THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
4JNLEZ OT11E AWISE NaTEA. nRAWING IS NOT Tp S[ALE (NT51
STD. PLAN - t16.3D
* PUBLIC WORKS APPA Ea
UR DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1
nATr
DocuSign Envelope ID 34513881D•914F-4F20-AB59.7C192D3B78A3
ROW
SURFACE CLEANCUT WITH
CAST IRON RING AND COVER I
(EAST JORDAN IRON WORKS PRODUCT NO
00367502 OR APPROVED EQUAL, SPECIFY
"SEWER" ON LID), (SEE STD PLAN 4061
FOR INSTALLATION)
f-- - - - - - - - - -
- -- - - - - - - - - - - - - - - - -------
L_--J
EXISTING 0" SEWER STUB � SEND AS
EXISTING SANITARY SEWER MAIN
(REMOVE TQ R D W LINE) REQUIRED
f(REMOW) - - - - --3
- - - - - - - - -----
I -
- - - - - - - - - - - - - - - - - 6-X6"X6, WYE\
6"x 4" REDUCER
BEND AS REQUIRED EXISTING 4' SIDE SEWER
(NOT TO EXCEED AS')
\PROPOSE-D 6" SEWER STUB
SEWER MAIN SIZE X 6" TEE
PROPOSED SEWER MAIN
jombk STD. PLAN - 407
PUBLIC WORKS TYPICAL SIDE SEWER CONNECTION J—ft"
URDEPARTMENT FOR SEWER MAIN REPLACEMENT Martin PastudW6/20ZC
rrlcw,n F PATE
z
ncom pass
N
N ENGINEERING & SURVEYING c0000e
N
Westem Wa" gton Division
165 NE JLavper Street, Suite 201 ■ Lss� WA 98027 • Phone: (425) 392-0250
w Eastem Wa"ngton Division
a 407 Swift"ater Blvd. • Cle Ehm, WA 98922 • Phone: (509) 674-7433
z
W
:45 Al
1 12.5
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TD IOWA F-511O OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER MATH G` MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD x 5" STOR2, ATTACHED WITH 1/8' STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No- S780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY DR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
8E USED IF REOUIRED.
#41N- 1B" TO 20" BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
3'
51DEWALK THAT IS ADJACENT TO
CURB
4,875' x 5" STOR7
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
'•
EXPANSION JOINT AT
BACK OF SIDEWALK
/ CONCRETE SIDEWALK
/ DR PLANTING STRIPSTRIP
3e MIN
COVER
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED -
RAISED PAVEMENT MARXER TYPE 88-A
S7IMSON1-E TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
aNCRETE
-TRUST BLOCK MAIN LINE TEE- W1TI-I 6" FLANGF SIDE OUTLET.
6° GATE VALVE (FL A MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4' CDR -TEN STEEL 71£ RODS.:
e' x B" x 4" MININUM 1/2 YARD OF 1-1/4' WASHED DRAIN ROCK
,ONCRETE BEARING 1* ABOVE BOOT FLANGE. PLACE 8 MIL
-iLOGK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVEL ALL GROUND
MIN 3' RADIUS
MIN 3' RADIUS
4
ONE MAN ROCK a
1
I 5
6. 6" CONCRETE PAR +- 6" CONCRETE PAC]
f
Cu I FILL
HYDRANT LOCATION IN CUT OR FILL
* * PUBLIC WORNS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
-ARCH 2010
03111121
13"x24" PLASTIC METER BOX EQUAL TD MID-57ATES PLASTIC,
INC. BCF SERIES IASBCF 1324-18 WITH 1.75' THICK DUCTILE
IRON 01AMONO PLATE COVER EQUAL TO MID-STATE5 PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" GRILLED HOLE
FOR TDUCHREAO PIT LID (SEE DETAIL A -A)
36' MIN COVER
`NEw DucTILE
RON
WATERMAiN
9" MIN
12' M A;
FINISH GRADE
zaw
`-yafl
22-1 /2
pry
MP
PPIVATE
PMING
IN UNIMPROVED RIGHT OF i [
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12'
Di LONG COPPER TAILPIECE.
SIDEWALK a f
_ f _
TDLJCHREAD WATER
METER TO BE
12°
SUPPLIED BY THE
z_ x
CITY
TYPE "K' SOFT
N
COPPER TUBING
IF SERVICE LINE TO HOUSE IS Z,1�14- OR 1TO BE INSTALLED IN THE FUTUREVANIZED
INSTALL FORD CT4-33 OR 44 FIPTG
x COMPRESSION COUPLING
SLOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLAGK IN COPPER COPPERSETTER FOR 51B"x3Y4" METER FORD
SERVICE LINE TO METER, VUH72-15W-44-33G. OR M DONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE M INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WNTH BALL VALVE. FORD Co""ETTM FOR 1' METER: FORD VUH72-15W-44-445, OR
TAPERED THREAD (CC). CUICK JOINT McDONALD 13RAS5: 21-4T5WCOQ44. OR MUELLER: 1-B-2470-2
(3/4" F63000-3-0) OR AY MCOONALO 47DIS BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1- FE1000-4-0) OR AY MCDONAL6 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
T- ALL FITTINGS SHALL BE WITH OUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JDINTS }PUSH BE INSTALLED ON
BOTH SIDES OF METER BOX-
A— A DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1/2" MIN, FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
Rig
1�
I
1141111115
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE: OPEN BIOE OF MORE THAN
ONE RIB.
i * PUBLIC WORKS a4" AND 1" WATER SERVICE ST13• PLAN -- 320.1
DEPARTMENT
NOVEMBER 2009.
OccuSlgn Envelope ID 345E-46810-914E-4F2C)-AB59-7C 19203B78A3
Ex. SEWER MAIN I
I I I I
l i 1 PROPERTY LINE
-SPOOL
{LENGTH AS NEEDED) 3`-0" MIN
I Y I
I f I I "
I II O
fill SEWER STUB FUTURE 4" SIDE SEWER
i II
i 2". 4" STUD 41ARXINC POST PAINTED
I I
' ' I 6" CAP WHITE 1WTH THE WORD 'SEWER" STENCILED
SEWER MAIN TEE x 6" TEE I IN 3" HIGH BLACK LETTERS AND 06 WARE
SIDEWALK Z WRAPPED AROUND THE STUD AND
EXTENQED TO T+IE TEIP OF THE STUD
COUPLING (TYP]
' 6'XVXS' SURFACE CLEANOUT WWTr CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEVER' ON LID).
CLEANOUT TO BE CENTERED IN A 7'x2' CONCRETE PAD
CONCRETE PAD TO BE 8' IN DEPTH
rT-------- I 1
-----------------------r r
BEND AS 8'
f REQUIRED
! SEI%ER MAINµ TART ox uIN SLOPE
11 3
-
` 1`j
- rUTURE SIDE SEWER
\16" SEWER STUB L6-X6"X6" WYE LFUTURE 6"x 4" REDUCER
SEWER LIAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEINER CONNECTIONS TO.0139TING SEWER MAIN
A VIT;?IrIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE VAIN - CUT IN A NEW PVC "TEE` U9NG "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC k rgOO PVC LIMN - CUT IN NEW TEE USNG RIGID COUPLINGS OR GORE-ORrLLED WTI# A R7M0kC SADDLE
(OR APPROVED EQUAL)
D, DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS FHAT HAVE BEEN LINED (CI-P, ETC), CUT IN A NEW PVC "FEE" USING
"STRONG -BACK FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - COAE-DRILLED WATH A ROMAC SADDLE "INSERFA-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER
G. MANHOLE CONNEGnON - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CHITS OR THE STRUCTURE
SHALL 6E CORE -DRILLED AND USE KOR-N-SEAL BOOM OR APPROVED EQUAL
NOTES
1 PRIOR TO INSTALLATSON OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE DTY OF
RENTOf PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWASE SHOWN ON PLAH, SIDE SEVER SHALL HAVE A MINIMUM 2 W COVER AT PRDPERTY LINE OR 3-5- LOWER
THAN THE LOWEST HOUSE ELEVATION, WICHEVER 15 LOWER
3 SIDE SEWERS SHALL HAVE A MIN -MUM 7 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTDR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE- THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME: DO NOT 9ACKFILL THE TRENCH UNTIL APPROVAL IS OVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR TIC 2
6 THE SIDE SEWER STUB SHALL HAVE PIPE SEOV!NC IN ACCORDANCE- WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE 11451ALLEa BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OV WASHINGTON
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS INSTALLATION ASP 4,.
19 DEPARTMENT Martin Pa9tuChjV261202
(SEWER MAIN TO PROPERTY LINE) n9a
DATE
1 12:
R-418206
S-418203
W-418203 A-NNNNNNN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 04/07/2021 :0]
Know what's below.
Call before you dig.
SURVEYED: SCALE: DATE:
DESIGNED:
HORIZONTAL: CITY OF ONTAL: N 1983/1991 • SIERRA HOMES 04/02/21
®
R E N TO N FRONTAGE 1WROVEMENTS FIELDBOOK:
DRAWN: PAGE:
TNF ONE INCH DATUM • DRAWING NO:
1 REVISIONS PER CITY COMMENTS NEM 4/2/21 CHECKED:
AT FULL SCA
IF NOT OLE Planning/Building/Public Works Dept. C2.02
NE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY STANDARD DETAILS SHEET: 6 OF: 6