HomeMy WebLinkAboutR-427607co
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DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3878A3
r� EX. SEWER MAIN i I
I I i l PROPERTY LINE
F��FWESR
I I I IAS NEEDED) II II, 3'-0' MIN —1WER STUBFUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
6" CAP f WHITE WITH THE WORD "SEWER" STENCILED
TEE X 6" TEE 1 I i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK i ? WRAPPED AROUND THE STUD AND
I 1 1 I EXTENDED TO THE TOP OF THE STUD
I 1 1
tag COUPUNG(TYP) L_J_L_________J a
13
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
CI (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY -SEWER" ON LID),
L5 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
r -
-----------------------
BEND AS
REQUIRED
EXISTING SANITARY _
SEWER MAIN ., n.r u1N SLOPE -�
N6" 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 h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. 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 HDPE - 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.
i 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 S 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 BACKFlLL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
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 APP�8bP�a"�
INSTALLATION
� DEPARTMENT Martin PastuCh@Y26/202
(SEWER MAIN TO PROPERTY LINE) NB9aJJ D988449D OATS
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CEMENT
CONCRETE
slDEwxx
CEMENT CONCRETE
.r-- CURB a GUTTER
(SEE NOTE 3)
ij
DEPRESSED MONOLITHIC
% CURB a GUTTER
ETAIL (SEE DTHS SHE.ET)
TYPE C28, - ISOMETRIC VIEW
(COMMERCIA'., WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 fee; construct a full depth
expansion Joint with 3/8' Joint filler sk)ng the driveway lane lines
(see std. plan 102). Construct expansion Joints parallel with the
centJsrilne as required at 15' maximum spacing when driveway
widths exceed 30'.
2. See std. plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified.
See std. plan 101 for curb details.
4. Not used.
5. The engineer Will design all driveways to Include eavatlons at all
points marked with symbol "X". All elevations are at the back of
curb top on uphill aide.
6 Not used
7 For Driveway W dths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see Vb plan 102) shall be
spaced as shown In the corresponding isonneItllC New.
FACE OF CURB
BEE 9, BEE OEFREbSm G.'RH OETA!
CONTRACTION JOINT e ur ON P"15 SHEET
STO PLAN 102 i tom. r ,
b tltR TOAC
_ RWCwAY
,I I a .• - A .. Iir
I _ _ 1 r
11" NOTE. OfVVEWAYLOMITUDINALEVANSON
JOIN78 SWUL BE FULL DEPTH DEPRESSED IMONOLfTHIC CURB A OUTER DETAIL
8. Slopes shell comply with sections RI I or R303.2.2 or
- FACE OF ADJACENT CURB
R3032.3 of the Revised Draft Guidelines for Accessible Public
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Rights -of -Way of November 23, 2005 (PROWAG).
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9. Curb returns for any Type C-MAX Driveway may be approved on
a case -by Case basis.
' 1�R GUTTER SURFACE
10, STREET STANDARDS = Renton Municipal Code (RMC)
Tnle IV Development Regulations
CHAPTER 6 STREET AN D UTILITY STANDARDS
Section 4-"60STREETSTANDARDS
DEPRESSED B DETAIL
AT RESIDENTIAL OR COMAW4= DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
_
Driveway Example: TYPECIS
Title IV Development Regulations
CHAPTER 4
R-Redd d C-GomrerCal i
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
NMmbe of4nea. --
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(MI Lane C4I11R1reIB4
REGULATIONS
a.&" rw " "I wa"iFftB — J
CEMENT CONCRETE DRIVEWAY 3rPLAN - 1042
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° ENTRANCES - NOTES AND DETAILS ITFi. C
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ethoscivil.com info@ethoscivil.com 253.414.1989
1 12:
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
ALL 90 TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WITH CLEANOUT AND
4" BEND AS REWIRED (NO GREATER
45 BEND TWO 45• SENDS SHALL NOT BE
THAN 45• BEND) EVERY 2N0 CHANGE
4" CLEANOUT WYE WITH
ACCEPTABLE (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REWIRE
45 BEND AND PLUG
A CLEANOUT WYE (SEE NOTE 11)
I
(SEE NOTE 11)
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HOUSE
g I
a
HOUSE
ill
a
HOUSE
$I
a
HOUSE
'
3
-0" MIN
4" SEWER PIPE
SURFACE CLEANOUT
4" SURFACE
'a
(TYPICAL)
6"z 6"x6" WYE ~
CLEANOUT
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
�'E
�4„
� 4" TEST TEE WITH
AND 3 MINIMUM LINE SIZE FOR
WYE NTH
PLUG FACE UP
OTHER THAN SINGLE FAMILY IS 6"
R 0 W LINE
CLEANOUT
(TYPICAL)
ROW LINE
3' MIN
6"x 4" REDUCER
N
N
N
(TYPICAL)
N
MAIN SEWER
LINE
in
x
k
NOTES
z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
< a<(4"
1
PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A
z oOF THE NEXT UPSTREAM MANHOLE COVER OF THE
SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
vPUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
RENTON PUBLIC WORKS DEPARTMENT.
b z1 SUCH AS CLEAN CHECK EXTENDABLE
aDEVICE
toBACKWATER VALVE OR APPROVED EQUAL SHALL BE
2
FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE
mINSTALLED
THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT
FLEXIBLE COUPLING (FERNCO OR EQUAL)
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
O4"
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT
o'
BACKFlLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 WSURFACE CLEANOUT
m 4"x 4"z4" WYE
3
SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER
PIPING
GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC
PLAN
WORKS DEPARTMENT
BUILDING DRAIN FOR
4
A MINIMUM GRADE OF 2R (1/4" PER FOOT) MUST BE MAINTAINED
LOW ELEVATION HOUSE
WITH A 4" PIPE IN THE EVENT A 2X 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
5 FEET
R 0 W LINE R 0 W. LINE TO CLEANOUT MAX
THAN 1S.
SIDE SEWER BUILDING SEWER BUILDING
STUB RA
DRAIN
5
INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED
3 FEET MIN 1--
AT THE HOUSE IF OUTLET IS SHALLOW
6
ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN
/ I��
ACCORDANCE WITH STANDARD PLAN 405
IL, JII�IQ, N �♦ A ��VI ;I
m t c = x s = = A x ,y °
7
WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
LA rmn s
z'1 + Z n'+ :9 fTi s z m 4
a In
HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
I m ^A, �: = 1 + � no x
8 o
OTHER UTILITIES
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8
SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE
CZT
m m"t os 0 om s
TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE
z o 08
CLEANOUT
I o _ i
g
AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
m i y cT m .� 3
WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
n
OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE
z
0
CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
0t a,
COMPLETION OF THE LEAK TEST
9
THE CLEANOUT AT THE RICHT-OF-WAY SHALL BE INSTALLED PER
m PLAN
STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE
BUILDING 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 4061
ALL WORK '"THIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
CALL 811 BEFORE YOU DIG
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
or go t0
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
www collbeforeyoud.g Org
12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WSHA)
TYPICAL BUILDING SEWER {�..R STD. PLAN -406.2
PUBLIC WORKS APPROVED
DEPARTMENT FROM PROPERTY LINE TO Martin PastUClJ§/26/202
BUILDING CONNECTION 869491FD98B4490 DATE
aB)'TEu 1B6lU0E551DEWAlKiWW9i_ - _
a' Mw Y W E8 fBE! NOTE Tz s k1P
(BEE NONE ai - — —_ - _' TSEE NOIEa
pRM'WAY iiiiL NE0
110'EA►ANSONJOwi
(TYP4
HBEE STp PIAN 13h
CE
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SC
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BEE MJT[S
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41
EW
ICRETE
:WALK
u
" SEE NOTE 1 CEMENT CplICRETE J
RAs.V MTNLOPEIYPI B CVRBBGOTE31
SLOPE ITYP.1 SEE NOTE 31
la. CONTwAcrnxr xlrIT (TYP 1
I65 S1O PUN HIT1 PLAN VIEW
VAPoEB
TSEE NOTE 10 ■3%UU SEE NOR B ITYPI
TIEWN1
CONCRETE a'AeN [meWill 31 BBGUTRR
SIDEWALK 3e' ExPMS10H xx"i I}iP 1 16EE lore II
_ SECTION O .BEE SID.PUN IOI
' ... 1R emn, _ 410EWAtx Y.IDM
1G\ DIFFERENCE N SLOPE r.MA
-DRNEWAY W P'4rTVE SLOPE ISLOPE SNOYM EX4G ARATE01 1871
13%
IWVBYGYT-.8.�,• ryz
NEGATIVE S oGO RELAnVE
SLOPE $TIED
6HOYM E%AGGE�TEO$ 1 � -
i
CEMENT
C ONCRE E
SIDEWALK
TYPE R18 - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CEMENT CONCRETE
CURS S GUTTER
ISee NOTE 31
For NOTES STD PLAN 104.2
STD. PLAN - 104.3
+ 4 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR F,D:
>=„ DEPARTMENT ENTRANCE - TYPE RIB MeWn / Z
fly
03/11/2024
NO.
Gregg Z—L-rman, PUbIsc Works Administrator
REVISION
12:
MAIN
FINISHED GRADE 9" TO 12"
A 4
\ 24" TO 30"
A /y
22 Y2 i
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
w
z
w
z
} IN UNIMPROVED ROW,
w INSTALL METER BOX
w CITY PRIVATE
p AT PROPERTY LINE WITH
p
a 1" COPPER TAILPIECE
at
PIPING PIPING
SIDEWALK
i/
u
12"
21" TO 30"
9
MATERIALS
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
OA
CORPORATION STOP
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
O
TUBING
1" TYPE T' SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
METER SETTER
VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS
OD
WATER METER
AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
O
METER BOX
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
O
COUPLER AND PLUG
COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
O
GRAVEL
1 V4" WASHED GRAVEL
PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
3"A" ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.60
3" OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5", FOR A
SETTLED DEPTH OF 8")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
3"4" ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262.60
6" IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6"
BELOW IMPORTED
TOPSOIL MIX
PLANTING
BEDS/UNDISTURBED
SEENOTE UN ISTURBED TURF (LAWN) AREAS,
VEGETA
I(Iil�lA1�IIII1�111�)�,I�I�)I��IIII
NOTE 1
1GRASS: SEED OR SOD
0
OPTION 1 - NO DISTURBANCE
PLANTING BEDS
0"
8"
STD. PLAN - 320.1
OVED:
6/28/2023
Nscucna DATE
hz Administrasm
UNDISTURBED NATIVE SOIL
TURF (LAWN) AREAS �1}�
IIII ����III�II�I,ll�ll �l^��II!�II��I I GRASS: SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
6.25" OF SITE SOIL (TOTAL AMENDED DEPTH
OF 9.5", FOR A SETTLED DEPTH OF 8")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS I TURF I(LAi,WIN)AREAS
I
GRASS: SEED OR SOD
p•
=m 1 #111=III=11 f
NOTES:
III i 1=1 I -III -I
i�i—III III III "'
1. AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
�111
PROTECTED FROM CONSTRUCTION IMPACTS.
I1 -1 I -I I� I
�
6"IMPORTED
LL
11 II —III II
TOPSOIL MIX
GENERAL NOTES:
(COMPACTED
6„
DEPTH)
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS
SCARIFIED 6"
2. COMPOST TO MEET STD. PLAN 262.60.
BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TO TO OF STANDARD
TOPSOIL MIX
BE 85% PROCTOR.
T SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS.
OPTION 5 -IMPORTED TOPSOIL
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 264.00
PUBLIC WORKS APPR ED:
DEPARTMENT SOIL AMENDMENT SECTIONS GqZ 9/28/2018 1
P.b1,,k,Ad.,I
SURVEYED:
ENCOMPASS
DESIGNED:
AE
DRAWN:
AE/NB
CHECKED.
AE
BY DATE APPR APPROVED.
AE
SCALE:
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
FROM METER TO BUILDING
NOTE:
1. WHERE THE PRV ASSEMBLY IS INSTALLED ON AN EXISTING SERVICE, THE EXISTING SERVICE SHALL BE CUT AND NEW COPPER TUBING
AND BRASS FITTINGS SHALL BE INSTALLED AS REQUIRED.
MATERIALS
OPRESSURE
REDUCING
PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600XL SERIES OR EQUAL (FNPT)
VALVE ASSEMBLY
B
PIPE
BRASS NIPPLE MNPT LENGTH TO FIT
OC
SHUTOFF VALVE
BRONZE BALL VALVE, ZURN WILKINS 850XL SERIES OR EQUAL (FNPT)
O
BEND
90" BRASS BEND (FNPT x PACK JOINT)
OE
PIPE
TYPE "K" SOFT COPPER TUBING, LENGTH TO FIT
OBEND
90- BRASS BEND (PACK JOINT x PACK JOINT)
OG
BOX AND LID
BN24" BOX AND LID, CONCRETE POLYMER OR HDPE
OH
GRAVEL
1 Y4" WASHED GRAVEL
O
PVC PIPE
PVC NIPPLE, LENGTH TO FIT
�•- ,� PUBLIC WORKS
DEPARTMENT
INDIVIDUAL PRESSURE REDUCING
VALVE ASSEMBLY (RESIDENTIAL)
STD. PLAN - 340.4
APPROVED:
6/28/2023
Martin Puwcne DATE
P"Mk Works AtlminisHaror
R-427607
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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call before you dig. B23004862 z
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DATE:
AGUILAR RENTON SFR 03/11/2024
CITY OF
OFFSITE IMPROVEMENTS PAGE:
<
RENTON
e DRAWING NO: 1
Planning/Building/Public Works Dept. R2.03 (
STANDARD DETAILS SHEET ? OF Q a