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DucuSign Envelope ID: 6EECF5B6r602A-4E4A-B436-A317AA638878
DRAINAGE GRATE
GRATE FRAME
SEDIMENT AND DEBRIS
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWNI
9ELOW INLET GRATE OEMCE
FILTERED
WATER -
ISOMETRIC VIEW
5' MAX.
—TRIM
OVERFLOW BYPASS
13ELOW INLET GRATE DEVICE
RETRIEVAL SYSTEM ITVP.)
OVERFLOW BYPASS (TYP.}
NOTES,
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTER$ 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. 517E THE BELOW INLET GRATE DEVICE {NGDI FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGD SHALL HAVE A BUILT-IN HIC41-FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATNON
6. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
4jW"$-5 4THE N W 15f N91-CO. ❑RA W ING 1S NQT T4 5CALE INTS I
STD. PLAN - 216.30
■ PUBLIC WORKS ADP$ m-
DEPARTMENT CATCH BASIN INSERT GAZ 9/29/2018 1
rmn:wa•e.+n,,,,,,:u.,n ❑AYE
DocuSlgn Envelope ID 345B6810-914F-4F2D-AB59.7C19203078A3
ROW
SURFACE CLEANOUT WITH
CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PR00UCT NO
00367502 OR APPROVED EQUAL. SPECIFY
"SEWER" ON LID), [SEE STD PLAN 4061
FOR INSTALLATION)
F,----- -- - _s
-- - - -- -7
L-
EXISTING 6" SEWER STUB �� BEN❑ A
(REMOVE TO 0 W LINE) REQUIRE?
r EXISTING SANITARY SEWER MAIN
(RE114VE) ._________
f r ~ 1 - - - - - - - - - -
» f S,X6'IE9" WYE
BEND AS REQUIRMI
(NOT TO EXCEED 45')
PROPOSED 6" SEWER STUB
SEWER MAIN SIZE X 6" TEE
PROPOSED SEWER MAIN
6"x 4" REDUCER
EXISTING 4" SIDE SEWER
STD. PLAN - 407
a PUBLIC WORKS TYPICAL SIDE SEINER CONNECTION ,
DEPARTMENT FOR SEWER MAIN REPLACEMENT Main Pastuc/zazo
7 F ❑S14L+d11O
n.kr.m rl.�olox PA74
Encomr)ass
ENGINEERING & SURVEYING
WeAem WaslmTgton Division
165 NEAwipff Stleet, Suite 201 •Issaquah WA 98027 R Phone: (425) 392-0250
Fasten Washington Division
407 SWIl"oter Blvd. • Cle Ekm WA 98922 R Phone: (50N) 674-7433
:45 Al
j 12:S
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER NTH 8' 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" STORZ, ATTACHED WITH 1/8' STAINLF55
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No- 5780-563 DTM ACRYLIC CLASS, SAFETY YELLOW OR
APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY DR AS
DIRECTED BY RENTON nRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 113" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3'
SIDEWALK THAT IS ADJACENT TD
CURB
4,075" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6` THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. 57ANDAR❑ 8' TOP SECTION WITH REGULAR BASE
6([T/
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
EXPANSION JOINT AT AS RE4UIREA_ BACK OF SIDEWALK
OONCRETE. SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A
R PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE
3fi" MIN
COVER t-sWrCONCRETE BLOCKING
CONCRETE -�
THRUST BLOCK
6" x 8" x 4' MININUM
CONCRETE HEARING
BLOCK UNDER HYDRANT
L MAIN LINE TEE- WTH 6" RANGE SIDE OUTLET.
6" GATE VALVE (FL A IIJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CDR -TEN STEEL TIE RODS-:
112 YARD OF 1-1/4' WASHED DRAIN RUCK
1" ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL,
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
CONCRETE PAD
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK O'
3
5 :V 16" CONCRETE PAD
FI LL
HYDRANT LOCATION IN OUT OR FILL
+ PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
MARCH 2010
r
2 REVISIONS PER ASBUILT SURVEY CP
o i7 s�1 1 REVISIONS PER CITY COMMENTS NEM
ONAL N0. REVISION BY
511712022
13%24" PLASTID METER BOX EQUAL TD MID-57ATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75- THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID-STATE5 PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 7" DRILLED HOLE
FOR TOUCHREAD PIT LID €SEE DETAIL A -A)
9' MIN
12" MAX
FIN15H1 GRADE f
<ff
a
36' MIN COVER `ry ran
22-1 /2,
❑Ty
fl PING
PRIVATL
-MNG
IIN UNIMPRDVED RIGHT OF
WAY INSTALL METER BOX AT
[
PROPERTY LINE WITH 12'
�
LONG COPPER TAILPIECE.ac
aSIDEWALK
I
d
.I -
TOUCHREAD WATER
METER TO BE
1�«
SUPPLED BY THE
z x
CITY
m
�TYPE "K'
SOFT
Do
v
COPPER TUBING
`~ "1
NEW DUCTILE r
IRON
WATERVAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR I'•
TQ BE INSTALLED IN THE FUTURE GA VANiZED
INSTALL FORD CT4-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OPWATER MAIN TO
PROVIDE SLACK IN COPPER GOPPERSETTER FGR 5IB"x3f4" METER FORD
SERVICE ONE TO METER. yBH72-15W-4d-33G, OR Vti DONALD BRASS: 21-215WC0033, OR
MUELLn: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
GORPORAnUN STOP NTH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD VHH72-15W-44-445, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: Z1-4T5WG5Q44. OR MUELLER: 1-8-247-0-2
(3/4' FB1000-3-0) OR AY MCDONALO 47DIB BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F91000-4-Q) OR AY MCDONALD 47D10 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE NTH QUICK JOINT.
NOTE:
ALL METER BOXES IN57ALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FUUNDARY_ EXPANSION JOINTS MUSH RE INSTALLED ON
BOTH SIDES OF METER BOX.
A— A DRILL Z' DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
17111
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIDS UNLESS THE Re SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
+ PUBLIC WORKS :3 AND 1" WTD
ATER SERVICE S. PLAN - 320.1
DEPARTMENT
_ - NDVEMDER 2009
SURVEYED:
DESIGNED:
/17/22
DRAWN. TNF
/2/21
CHECKED:
DATE
APPR
APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
DacuSlgn Envelope ID 34586810-914F-4F21)-AS59-7C192C3B78A3
Ex- SEWER MAN
I
1 I 1
I
i
I
h I
PROPERTY LINE
f SPOOL
— .— —. ._.._
{LFNC711 AS NEEDED)
3•-O.MIN
;1�
fi" SEWER STUB
i
i i M
FUTURE 4" SIDE SEWER
BC"--------�
1
1
h I
; I
I•'K 4" SiLD 41ARKINC POST PAINTED
I
6' CAP WHITE WITH THE WORD 'SEWER' STENCILED
SEWER MAIN TEE x 6-
TEE j
j j j
I
IN 3" HIGH CLACK LETTER$ AND f'6 WRE
1
. SIDEWALK
Z
WRAPPED AROUN0 THE STUD AND
COUPLING
I
I
i
EXTENOW TO THE TOP OF THE STUD
(TIP)
kTI
---------
6"x6'I<6' SURFACE CLEANOUT W74 CAST IRON RING AND COVER
0
(EAST JOROAN IRON WORKS PRODUCT NO 003675C2 OR
I
APPROVED EQUAL. SPECIFY 'SEWER" ON LID).
?�!
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
I
CONCRETEPAD TO BE 8' IN DEPTH
rr---------
-
r-_,
BEND AS ,
g"
REQUIRED
X1STING SANITARY
SEWER MART
.
"IN SLOPE
_7
^•u HlR[ � 31JL ,L HAn
1l %-fi" SEWER STUB 6"XB"X8" WYE FUTURE 6'x K" REDUCER
`SEWER MAIN SIZE X 5" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO E)USTING SEWSt MMN
A NTITIEIE6 CLAY MAIN - CUT IN A NEW PVC 'VI!' USrNG 'STRONG -BACK" FLEXIBLE COUPLINGS (FC'RNCO OR APPROVED EQUAL)
B CONCRETE MAIN - CUT UV A NEW PVC "TEE' USING 'STRONG -SACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED ECUAL)
C PVC & C906 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A RUAC SADDLE
(OR APPROVED ECIUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A IiOMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE OCEN LINED (OIPP, ETC}, CUT IN A NEW PVC 'TEE" US1NC
'STRONG -BACK' FLEXIBLE COUPLNGS (FERNCO OR APPROVED EQUAL),
F HDPE - CO17E-DRILLED WITH A R04AC SADDLE 'INSERFA-TEE- MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER
C MANHOLE CDNNECnON - ALL CONNECTIONS V MANHOLES SHALL BE AT MANUFACTURED KNOEIL-OUTS OR THE STRUCTURE
SHALL 9E CONE -DRILLED AND USE KOR-N-SEAL 8001S OR APPROVED EQUAL
NOTES
I PRIOR 70 INSTALLAThON OF A SANITARY SEWER STUB, A sibr SEWER $TUB PERMIT MUST BE PVRWASED FROM THE CITY OF
RENTCH PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SErIER SHALL HAVE A MINIMUM 2 5* COVER AT PROPERTY UNE OR .1-5- LOWER
T4AN THE LOWEST HOUSE ELEVATION, YAHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
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 VMEN INSPECTOR ARRIVES At
THE APPOINTEE] TIME 00 NOT UACKFILL THE TRENCH UNTIL APPROVAL IS GiVE.N BY THE INSPECTOR
5 ALL TRENCH RESTORA-TION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TQ STANDARD PLAN 11D OR T102
6 THE SIDE $;WER STQO $HAL. HAVE PIPE $EOp'NG IN AQCORDA,NCU NTH STANDARD PLAN 445
7 ALL SIDE SEWER STUBS SHALL BE MSTALLEEI BY A CONTP&fs TOR LICENSED AND BONDED IN THE STATE OF WASHINGTQN
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS E
"4"INSTALLATIONDEPARTMENT artin Rastucf�W26I2o2
(SEWER MAIN TO PROPERTY LINE) IG90
N.Le N..1. Aa..Ini.r DATE
Know what's below.
Call before you dig.
C TY OF
RENTON
Planning/Building/Public Works Dept.
1 12:
R-418212
S-418206
W-418206
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SIERRA HOMES
FRONTAGE A PROVEMENTS
ASBUIL TS
STANDARD DETAILS
DATE:
05/04/2022
FlELDBOOK:
PAGE:
DRAWING NO:
C2.02
SHEET: OR
6 6