HomeMy WebLinkAboutR-420307M
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THIRD DAY DESIGN
CIVIL ENGINEERING
5918 WALLER RD E
TACOMA, WA 98443
(253) 256-1812
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
------------
��� EX. SEWER MAIN
I I I I
l PROPERTY LINE
F�IEWESR
I I I Z I
---SPOOL
NEEDED) I I I I S-0" MIN
I I I O I
R STUB I I 1 'Y FUTURE 4" SIDE SEWER
M
I I 1
I 2"x 4" STUD MARKING POST PAINTED
I I I I 6" CAP/ WHITE WITH THE WORD "SEWER" STENCILED
E X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND N6 WIRE
SIDEWALK i ? WRAPPED AROUND THE STUD AND
I I I I I EXTENDED TO THE TOP OF THE STUD
COUPLING TVP I I I I
( ) L_J_L--------- J <
crJ 13
1 6"X6"X6" SURFACE CLEANOUT NTH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
1 APPROVED EQUAL, SPECIFY "SEWER" ON LID),
2 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
I CONCRETE PAD TO BE 8" IN DEPTH
rT_________
__-____________________T_� F_
-J .•T
--
BEND AS . B"
REQUIRED
EXISTING SANITARY _
SEWER MAIN 3
--2.09. MIN SLOPE \
` FUTURE 4" SIDE SEWER
'1-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 7. 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 WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD: PLAN -406.1
PUBLIC WORKS INSTALLATION APP
'1C DEPARTMENT Martin PaStuChOV26/202
(SEWER MAIN TO PROPERTY LINE)
B0. DATE
40 .le/
J
CEMENT
CONCRETE �
SIDEWALK 1 !` \ /
i
CEMENT CONC7iETt-
i ctlRe a GUTTER
j
(BEE NOTE 3)
11 a IT r molsou NC
cum aOUTTER
(BEE DETAILTNa SHEET)
�9
TYPE C26 - ISOMETRIC VIEW
(COMMERCIAL, WITH eUFTTei)
NOTES
1. When a driveway width exceeds 15 feet, construct a fun depth
axpana]on lot rdwith 318" Joint Biter abng th9 driveway lane IInas
(se0 std. plan 102). Construct expansion Joints parallel with the
cen•.erllne as required at 19 maximum Spacing vlAlan driveway
widths exceed Yr.
2. See aid. plan 102 for sidewsk details.
3. Curb and gutter shown, other curb designs may be spadled.
See std. plan 101 for curb details.
4. Not used.
5. The engineer will design all driveways to Include elevations at a1
points marked with symbol')'. All elevations sre st the back of
curb top on uphil side.
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see old. plan 102) shall be
spaced as shown In the corresponding harrletrlc New.
FAkECIFdaE
M DEPRESSED raW OF TAT
CONTRACTION JOI�c six ON THIS IIHT
ETD PLAN 102 - SVE•. r
b - 1?R IOPOF
I.- __ - • _ I _ - ROADWAY
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NDr@ OM MYLONWnMPftWVW ION
JOEIIaOVALMFIaJ.OBIM
DEPREWWPAONOLrrHIC CURB a GUTTER DETAA
8. Slopes shall comply with sections R303.2.1 or R30322 or - FAM OF ADJACENT CUM
R3032.3 of the Revised Draft GuldoUna For Acomible Public 1'
Rigbts-of-Way of November 23, 2005 (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved an
a ca9e•byCBQe basis. , - . '--aurtER SURFACE
10. STREET STANDARDS . Renton Municipal Code (RMC) P R.
Title IV Development RegulaVorls
CHAPTER 6 STREET AND UTILITY STANDARDS =� -
Section 4-6r060STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTULL OR COIMERCIItI DRIVEWAYS, AND ALLEY5
DRIVEWAY STANDARDS ■ Renton Municipal Cade (RA4C)
Title IV Development Regulations DdveWay Example: TYPE C1 B
CHAPTER R-RoWdWed, C CWraWCW ---- 1 Ii
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS NLmewrorLr . — --
Section 4-4-080 PARKING, LOADING AND DRIVEWAY (MI taro CAN
REGULATIONS 6.eMrrar(Prra(taSMF). BIm11•N &ffw
1 /27/2022
CEMENT CONCRETE DRIVEWAY " y PLAN - 1042
ENTRANCES - NOTES AND DETAILS }�[ �L_
NO.
REVISION
1 12
011
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
ALL 90 TURNS SMALL BE ACCOMPLISHED
BY M EANS OF A WYE WITH CLEANOUT AND
a" BEND AS REQUIRED (NO GREATER
45 BEND TWO 45' BENDS SHALL NOT BE
THAN 45- BEND) EVERY 2ND CHANGE
4" CLEANOUT WYE PATH
ACCEPTABLE (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REQUIRE
45 BEND AND PLUG
A CLEANOUT WYE (SEE NOTE 11) I
(SEE NOTE 11)
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HOUSE gl
a
HOUSE ill
d
HOUSE of HOUSE
a
1
3 -0" MIN
4" SEWER PIPE
SURFACE CLEANOUT
4" SURFACE 'a
(TYPICAL)
6"x 6"x6" WYE
CLEANOUT
4" SEWER PIPE, SEE NOTES 2
(SEE STp PLAN - 407)
WYE
�4"
4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FOR
1
WYE WITH
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6"
R 0 W LINE
CLEANOUT
(TYPICAL)
I _ROW LINE
3' MIN
6"x 4" REDUCER U
F
N
F z
V V
(TYPICAL) G
_
MAIN SEWER LINE
, ,
x
NOTES
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IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
x i
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
1
PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A
o
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
U
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
RENTON PUBLIC WORKS DEPARTMENT.
0 13
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
o
'�
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
2
FOR INSPECTION OF S1DE SEWER, CALL 24 HOURS IN ADVANCE
2
m
INSTALLED
THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT
4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
0
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT
o
BACKRLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
rn
SURFACE CLEANOUT
m
4"x 4•'x4" WYE
3
SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER
4" PIPING
GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT
PLAN
BUILDING DRAIN FOR
4
A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED
LOW ELEVATION HOUSE
WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED
WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE
MAIN TO
CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS
R 0 W LINE
5 FEET
R 0 W. LINE TO CLEANOUT I MAX
THAN i.L
SIDE SEWER
STUB
BUILDING SEWER BUILDING
DRAIN
5
INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED
J FEET MIN (—
AT THE HOUSE IF OUTLET IS SHALLOW
`\\
6
ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN
\
ACCORDANCE WITH STANDARD PLAN 405
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7
WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
z o N g
o # ? m+ v F % j i o
HORIZONTAL SEPARATION BETWEEN SANITARY SIOE SEVERS AND ALL
`Q^ � � �
m C v C x = 10o+, �, o x -
OTHER UTILITIES
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mm D� 0 2 m m.
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8
SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE
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TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT
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AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
♦ r. :
i y - ram C
WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
mi
^'
I �' ,Q ^t 0
OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE
v
z 0
CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
m a m
COMPLETION OF THE LEAK TEST
Z,
9
THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER
m
PLAN
STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE
DIN
BUILPL SEWER
INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE
INSTALLATION
INSTALLED TO WITHIN 12" OF THE SURFACE
10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 406 1
ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
CALL 811 BE FORE YOU DIG
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
OF t0
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
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12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA)
TYPICAL BUILDING SEWER STD. PLAN -406.2
PUBLIC WORKS APP°^etlby
DEPARTMENT FROM PROPERTY LINE TO Martin PaStUCffW26/202
BUILDING CONNECTION DB
DATE
_VAR
(SEE NOTE E)
(SEE NOTE EI
tE LF Of PAVED
DRIVEWAY REWIRED
33 EXPANSION JOW nYRI
CE
(SEE $TO PUN ID11
CO
i
St
1
NOTE E
Z
m
u
-" SEE NOTE 1 CEWNI CONCRETE ,
RJJ.W WITH SLOPE ITYF_I 1JN TWJ a cLgw SSEE GurrER
NOTE ]I
JE- CONTRACTION JOINT GYP,
(SEE SrO, PUN 1St1 PLAN NEW
VARIES
"' 13'EE ridfF t41 S ]% LW SEE NOTE S ITYPI
e• kW DEPRESSED CUN M GUTTER
CEMENT
CONGIETE 741 EXPMSON JOINT rIN
NIN
TYP 1 IEEE MOTE II
SIOEVI RE STD.PUN wE;
9
SECTION A
,.._— -- --, ,n R(TYPI YTEWMSNIDM
tD� o•rERENCE W noPE Tux - _ � 1- -
-DRVEWAY WdaSITNE SLOPE (SLOPE SIK7IYN F,TAr.9EMTE01 T 1E!•
NEw�REuI' D • D
D •
11-
NEGATIVE XOff SE N
SHOWN 7EG1
MIN
CEMENT
ALX
:® PUBLIC WORKS
DEPARTMENT
SURVEYED:
TERRANE
DESIGNED:
AE
DRAWN:
CHECKED:
AE
DATE APPR APPROVED:
AE
CEMENT CONCRETE
CURS S GUTTER
ISER MOTE 31
TYPE R 1 B - ISOMETRIC VIEW
(RESIDENTIAL. WITH BUFFER)
For NOTES STD. PLAN 104.2
STD. PLAN - 104.3
CEMENT CONCRETE DRIVEWAY pV ppRF,D: Ir
ENTRANCE - TYPE RIB L...�eJa�N�e_ 11/'
SCALE.
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1 12
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
711.
Q w
�>
36" MIN COVER
O
N 0
-1/2
NEW DUCTILE
IRON
WATERMAIN
CITY
PIPING
z I
IN UNIMPROVED RIGHT OF z
J
WAY INSTALL METER BOX AT J
>-
PROPERTY LINE WITH 12" >-
w
LONG COPPER TAILPIECE. w
SIDEWALK 0
TOUCHREAD WATER
METER TO BE
PRIVATE
PIPING
SUPPLIED BY THE 12 Z "�
FMW CITY <>
TYPE "K" SOFT .00
/ COPPER TUBING
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
/ Z- LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR
MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 4i
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
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 SIDE OF MORE THAN
ONE RIB.
Y
GtiT ° PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
�s DEPARTMENT
�N �p NOVEMBER 2009
Know what's below.
Call before you dig.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
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R-420307 L'
M
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
2
DEVELOPMENT ENGINEERING c Ao*'U 0
Ar
Brianne Bannwarth 02/07/2022 '
00
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DATE:
STRAIGHT ARROW HOMES 35TH ST SFRS 1127/2022 =
OFFSITE IMPROVEMENTS FIELDBOOK C�
PAGE: ----
DRAWING N0:
R2.03
STANDARD DETAILS SHEET? of 7 (�