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LOT LINE, TYP.
W DIA MIN ROOF DRAIN 5' MIN.
STUB WITH CLEANOUT (TYP) (TYP I,
HOUSE (TYP)
I
I
r 3' MIN
- PRIVATE TYPE 1
CATCH BASIN
I
I
- PRIVATE ROOF DRAIN
COLLECTOR PIPE:
6' DIA MIN„
0.5%MIN . SLOPE.
2 FT MIN. COVER
I
I
PRIVATE JOINT SD
SO SC
UTILITY EASEMENT CURS.
CITY STORM DRAIN SYSTEM
SIDEWALK
5' MIN. WIDTH
ISO)
R.O. W LINE
PRIVATE STORM DRAIN (SO) SYSTEM,
B' MIN. OIA PIPE, SEE NOTE 1
ROOF DRAIN TO CONNECT INTO CITY
CATCH BASIN (CB), MIN. SIZE TYPE I
CLEANOUT, TYP AT EVERY 90",
OR 2ND 45' BEND. AND AT 100' MAX.
SPACING ON STRAIGHT SECTIONS -
NOTES:
1. SEE STO PLANS 220 00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS.
2 THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED
3. FLOW PATTERN SHOULD BE TO THE NEAREST CS IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB.
4, ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW.
5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034.
6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR.
7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS
8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH
THE FOLLOWING CONDITIONS:
A THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10 OUTSIDE OF THE FOUNDATION, AND IN NO
CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE
B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE
PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT%
STD. PLAN - 22S.00
PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN e11 y:
URDEPARTMENT COLLECTION SYSTEM Aartin Pastucha 8/13/20
Yti3;t{t DaeBAtvD DATE
Ex. SEWER MAIN
i I PROPERTY LINE
SPOOL 1 1 1 2 I
(LENGTH AS NEEDED) I I I X-O" MIN
I I
6" SEWER STUB I I 1 I FUTURE 4' SIDE SEVER
( DC`---------'
1 1 1 / `\
i i I I I Y"x 4" STUD MARKING POST PAINTED
1 1 1 I 6• CAP JJ WHITE WITH ME WORD 'SEWER' STENCILED
SEWER MAIN TEE % 6" TEE j I j I IN 3" HIGH BLACK LETTERS AND 06 WIRE
i i 1 SIDEWALK i W WRAPPED AROUND THE STUD AND
1 1 1 I i - EXTENDED TO THE TOP OF THE STUD
i COUPLING TYP 1 1 1 1
.aA I #
6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL. SPECIFY 'SEWER' ON LID).
fT} CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAO
(Ix CONCRETE PAO TO BE 6'IN DEPTH
- i 1
r
TT
BEND AS g"
REQUIRED
/EXISTING SANITARY
1 SEWER MAIN-2.07G 41N SLOPE \\7
`FUTURE 4' SIDE SEWER
\ 6" SEWER STU9 6"X6"%6" WYE 1FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER 1111I
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 i 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 - CONNEC LION TO SEWER MAINS THAI 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
SHALT. BE CORE -DRILLED AND USE NOR-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 25' 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 BACKFILL 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 BEDO'NG IN ACCORDANCE WITH STANDARD PLAN 405
ALL SIDE SEWER STUBS SSA SE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB 51-D.PLAN -406.1
U{-T
-
UPUBLIC WORKS INSTALLATION
T'C DEPARTMENT Martin PastuCfaW26/202
(SEWER MAIN TO PROPERTY LINE)
.,....I..."..rr DATE
EncomDass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
12:
I
CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS
PACE OF CURB
61l2' Y
In" R- y t"Ft. t:24
I L TOP OF
IMP, ROADWAY
T f� J
w
1
- t,•6" � T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
y 6 1F2'_y FLUSH WITH GUTTER
PAN AT SI DE WALK
RAMP ENTRANCE
:2 t24
TOP OF
112" R. ROADWAY
„
i
tlt
DEPRESSED CURS SECTION
AT SIDEWALX P-WPS
3917
SW 114 OF SE 114 OF SECTION 18, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
n CEMENT CONCRETE
117 - _ 1"Ei SIDEWALK RAMP
VARIES OR LANDING
FROM I {
VTO0 I
6'
T
SIB' PREMOLCED
JOINT FILLER
CEM ENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURD
-6t✓2��
SEE DEPRESSED CURB DETAIL THIS SHEET
I L•2A
TOP OF
1Y2' R. ROADWAY
1.
2"
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR GgMMEERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
• . 4l ', • GUTMRSURFACE
PREMOLDED
J01 NT FILLER
E FULL -DEPTH
EXPANSION JOINT
131F!' -
61F2" T"
Srt R. - 1' R
1 I
TOP OF
ROADWAY
I �
V
I
s tI4-
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
1. Sea standard plans 102 OW 101.1 fol aah expansion and contraction joint -spacing.
2. Expamion joint shall he full depth, 3/6" (In.) lommolded point 6Oer.
3. For Depromd Monolithic Drlvexay Curb A Gutter SacWn, sad Standard Plan 104.2
STD. PLAN - 101
O1'PA R'P4fENT a P1WORCEMENT CONCRETE CURBS /1
flA
ALL 912 TURNS SHALL BE ACCOMPLISHED
BY MAINS OF A WYE OATH CLEANOUT AND
4' BEND AS REQUIRED (NO L1t1EATER
45 BEND TWO 45' BENDS SHALL NUT' BE
THAN AS' BEND) EVERY 2NB CHANGE C CLEANd1I WYE 0TH
ACCEPTABLE (SEE NOTE TI)
IN DIRECTION OR CRAVE WILL REQUIRE 45 BEND AND PLUG
A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) I
'
HOUSE H0115EI
HOUSE$I HOUSE
m
3 0•' MWIN
Iy
4- SFWIeR PIPE
SURFACE CLEA40UT 4" SURFACe
15". 6"x6" WYE t CLEA,IOVT
(TYPICAL)
4•' SEWER -'PC. SEE NOTES 2
(Sa STO PLAN - 4C7) WYE
r 4' TEST TEf WITH AND 3 MINIMUM UNE SITE FOR
a" W' WITH 11
PLUG FACE UP DTHER :)TAN SINGLE FAMILY IS 6
I
ROW LiITi I CLEAINOUT
(TYPICAL) O % LINE
I
3' MIN V
6"x 4" REDUCER V
(TYPICAL) F
MAIN SEWER LINE
O ES
IF THE SUFLOWC SEWER SERVES ANY FIXTURE HAMN O
FLOOD LEVEL Rw5 LOCATED BELOW THE ELEVATION
T PRIOR 10 LNSTALLATION OF A SANITARY SEWER CONNECTION, A
a OF THE NEXT UPSTREAM MANHOLE COVER OF THE
SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
a PUBLIC SEWER SYSTEM. A BACKFLOW PREVENTION
RENTON PUilUC WORKS DEPARTMLNT
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
• g BACKWATER VALVE OR APPROVED EQUAL SHALL BE
2 FOR INSPECTION OF SIDE SEWER, CALL Z4 HOURS IN ADVANCE
INSTALLED
THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT
Ly 4" FLEXIBLE COUPLING IFERNCD OR EQUAL]
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
ON SITE YMEN INSPECTOR ARRIVES AT APPQINTT4 TIME 00 NOT
BACKPLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
SURFACE ELCANDUT
to 4"x 4"AC WYE
3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SOR 35 WITH RUBBER
4" PWmG
GASKET .0NtS. UNLESS OTHERWISE APPROVED BY THE PUBLIC
PLJ1N
WORKS DEPARTMENT
BUILDING DRAIN FOR
4 A MINIMUM GRADE OF Z% (1/4" PER FOOT) MUST BE MAINTAINED
LDW 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' MAMETER %C SEWER AT NO LESS
g FEET
R D w LINE RID W- LINE TO CLEANOUT Y. A
THAN M
SIDE SEWER BUILDING SEWER BUILDING
STUB DRAIN
5 INSTALL SIDE SEWER WITH 2' WNIMUM COVER 16- COVER IS ALLOWED
FEET MINT l-
AT THE HOUSE IF OII TLf F IS SHALLOW
�3
6 ALL BUILDING SEWER AND 5FDE SEWERS SLIALL HAY[ BEDDING IN
j/
ACCORDANCE h11[TN STAHQARp PLAN 405
q w% °: ? 'A ...
7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM S FOOT
v fjx� im
DO --.5 '5
HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
..
1+ n S 3
# 9 x
OTHER UTILITIES
El SUE SEWER TESTING SMALL CONSI5T DF PLACING A PLUG IN THE
ut F lad v 2 n
TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANDUT
4 o w
AT THE BUILDING- THE SIDEWE SEWER PIPE SHALL BE FILLED TO WITH
3
WATER TO THE TOP OF THE RISER PIPE LOSS OF
n
I1 n
NO wAT{R SHALL
OCCUR FOR A PERIOD Or 10 MINUTES, THE SIDE SEWER MAY BE
-.- - v
CONNECTED TO THE RUILOING FOLLOWINC THE SUCCESSFUL
m
COWLET104 OF THE LEAK TEST
9 1HE CLEANOUT AT THE RICHT-OF-WAY SHALL BE INSTALLED PER
n P--�-A-.N
STANDARD PLAN 4061 THE QUeANOUT AT THE BUILDIFIC SHALL W
BUILDING SEWER
INSTALFFO TG SURFACE GRADE ALL OTHER CLEMOUTS SHALL BE
INSTALLATION
INSTALLED TO WITHIN 12' 07 THE SURFACE
10 U SIDE SEWER STUB IS Not AVAILABLE THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4051
ALL WORK WITHIN SIREEI RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
CALL BIT BEFORE YOU DIG
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
DF g0 t0
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
www calibeloreyoud,9 Or[)
12 ALL WORK S--41L BE ACCCMPIPHED IN ACCORDANCE WITH FHE
WASHINCTON MCIOSTRIAN- SAFETY AND HEALTh ACT (MSRA)
TYPICAL BUILDING SEWER STD. PLAN -406,2
7 PUBLIC WORK$�cylg
seer
-±C DEPARTMENT
FROM PROPERTY LINE TO artin PaStUchI126/202
BUILDING CONNECTIONDATE
"FD9m68449D
'
Ir
` 38375 -
is
SSIONAL
0912012023 NO.
REVISION
e' RAISED EDGE DETAIL _ SIDEWALX
LEVEL ,� ExTEKD SIDEWALK TRAxSYEHSE l•P T-P'
m•IIr7)R JOI NTS TO INCLUDE RAISED EDP Sa'(kI] WHERE APPLIOMFILLR
TYPICAL LVHFBE APPLICADis:
Rau DING 2-D% -s ,rr (rNI R frrP.1
i FOR CL1R8 pE'FAIIS
-1.
�
k ► • + 1.a% SEE STD RAN 101
•� j
1'{INDR . �• _tiN •. y HNGROADWAY
A • 4,�,'" `"" r l. + •w .t� CRU5HEB ROCK axS
SEC RAISED EDGE f ,I+
5'•D'- SIDCwALK DETAIL -TI0.3E `T3'PIGL UNPOT ORUSHED SURFAgNO TOPCOURSE(GSTC1
SIDEWALK CAN PA C; ICI 95X WCUIFIE3 PRpL iO�
AIL MIN WITHRAISED=15;
=LDS r ryrGmE.S R;,T)TCEME h0M ALL u
ENGmERR1 TYPIG4L UNDER ALLCURB,
,rt (IBJ R [rYP-I GLITTERS
510-iVALK I:STC UNDER
2.67L T FOR CURB DETAILS O[1BB d OUTTER TO B26-Tt11CKNEs9 OR
1.5% %%% SEE STO PLAN 101 MATCH IM$THNG RGA0 WAY SAWHGQ R00K
BASE, WHICHEVER IS GREATER VW. FOR
AH�Y(FP- All CURB 6CaTCTERI
4 I,
TOPEDON R 1•(INIBmW
1 TOP of nDNCRETI' BURPACE
7•P SIDEWALK
ADJACENT- TO CURB t'-0• 1•-1Y PIN
ROLL DING IYC GIN) R [GYP 1
FOR CURB DETALS
2Yh Ir 15% -: v N SEESTOmmla1
;,.�
• I
BRIDGE DR PEOESTIR" ySyE7�';
kNDNG � .SY�' .
FOR CURB OFTARS ADJACENT TO CURB
BARRIER - SCE SIDEWALK Sa STU PLAN MI (STEEP FILL SLOPESl
COYTRACT PLANS - F•---;vat OR BARRIER
I 7TY TINT R. TTYP.1 .j
f I SIDEWALK
RUSH +fix
•'��- 1fZ' N]R
VERTICAL WALL- 5 •"�'
SEE
D7 TAIL
Ye' Wi PREMCLOW
JOINT F21ER �Ny
ADJAGENT TO CURB AND RAI LING OR WALL PRO.t o
JOINT FILLER
FOR SIDE RUFFCR STRIPTREATMENT 51DEWNJC SI DEWALK ADJACENT TO WALL IJETAIL
SIDEWAIx (SEE NOTE "I
SECTIONS 1r2'(IhT A.
t fTYP 1 FIXL CURB DETAILS
1'W +3x MAIL SEE BTO PLAN 1p5
BROOWD FINISH
ORMATCH EXH511NG
. H ,D• 4•IyOE SMOOTH
I �1 TROWELED PERWITTrR
FINISITYP GRADE 1' R P BELOW ,- FL J OONGRETEPAVED L
SURFACE FOR PLANTIIK1- FLUSH N PAVED
CEMENT CONCRETE CURB
ADJACENT TO BUFFER STYUP J "-•� (CURB AND GUrTFRS-LOWN
FOR CURB DETAILS
�•D' SEE STD PLAN 101
r�t
NOTES Tr6-TO1r4'
r \
1. Four fact Dfthe Slw(d[h 9hB0
CONTRACTION JOIN r ►
by the minimum pe3destrdDabian % -�� � [N s1oEY+ALN ONLr T• .,�.
BCCBasINO muge IAA,^., fNm of vE,rtkml / , 1. RJ`FL "•
and hortzontel ahs. Gr4Ug9,
ALnm3 FoYasJunction ��� A • • r ,.r
Boilaa, FULL-0EP7TH LxPANgK1H JOIHTIN BOTH •
Cable VeUIfs, Pull BOXBs and dKher �L - CURB AND SIDEWALK rin IoFu im i mLq
eppurlenanca V11.hrn tha 9ldawallk 2W C CONTRACTION JOINT
must be Ouch whh surface, and match \
grade Of vm aidewall. JOINT AND FINISH
` DEIAIL r s
2. MwQIW1 Cement Conuete Curb and I • '
Sldewalk lL not perrRlned In new For other eafaronced NOTES see *'+' • C, R�
wWAFLtticn, When replacement work STD PLAN 104.2- a'
neccsit-ales R Manolio C Cement 1OLD E
COnCFEW Curb kdld per W5PDT pREh
PRER ULD
JOINT
Standard Plan F-30.1 M3. Paved surfaces must cornply sash E FULL-DEPTH3. Conuete to Ne 4,000 PSI. STD PLAN 102-1 a6 applicable.
EXPANSION JOINT
-
a PUBLIC WORKS CEMENT CONCRETE M. PLAN 102
DEPARTMENT 7
sloEw►rs,Rx
j{ r
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
SEE NOTE 2
10' MIN.
5MIN.
a
E r
J"
HOUSE
YARD DRAIN
OR CATCH BASIN
'
PLAN WITH SOLID LID
ROOF DOWNSPOUT WITH OVERFLOW
WYE AND SPLASH BLOCK
PERFORATED PIPE TO BE LEVEL
FLEXIBLE GASKETED
ETE.
CAP PER ASTM
CLEANOUT
PER STD. PLAN 226.00
6" MIN. 6" MIN.
F
HOUSE
Z MIN
. MIN. PVC,
L
35 PER ASTM D3034
WFR11N2F
3/4'TO 1-1/2" WASHED DRAIN ROCK 6" DIA. MIN. PERFORATED PVC,
OR GRAVEL BACKFILL FOR SDR 35 PER ASTM D3034
DRYWELLS PER WSDOT STD
EN, SS304 10x10 OR SIMILAR
SPECIFICATION SECTION 9-03.12(5)
COOMPACTED BACKFILL
6' MI/�
6" DIA. MIN. PERFORATED PVC,
SDR 35 PER ASTM D3034
6-MIN..
\ NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
12' MIN.
12" MIN. ABOVE SEASONAL HIGH \V'\ X�/
GROUNDWATER OR HYDRAULICALLY r�
RESTRICTIVE LAYER
SECTION A
NOTES:
1. 15' MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS, OR ELEVATIONS
BELOW THE OVERFLOW POINT.
2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100- MAX. WHEN LOCATED IN COARSE SANDS OR
COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST 29 IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS
SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER
1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED.
3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 225.20
.•.� PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT aO°�edby:
DEPARTMENT INFILTRATION TRENCH Oartin Pastucha $/13/202
' b,QBk¢Q,9D... DATE
SURVEYED:
BUI
DESIGNED:
IWD
DRAWN:
TNF
CHECKED:
IWD
BY DATE APPR APPROVED:
CP
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1,75- THICK DUCTILE
CITY
PRIVATE
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)
7) IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
?
1
r
PROPERTY UNE WITH 12"
r
(r
LONG COPPER TAILPIECE.
w
9' MIN
SIDEWALK
a
12" MAX
I
FlNISH GRADE
z a
>
TOUCHREAD WATER
METER TO BE
12"
36" MIN COVER ry nv \ SUPPLIED BY THE <l
CITY i
TYPE "K' SOFT o �
COPPER TUBING
\ 22-1/Z
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR I"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERUNE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSr-TER FOR 5/8"x3/4" METERrnp 5/8 0/4" ME�R: FORD
SERVICE LINE TO METER. VBH72_15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-6-247D-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
L CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2
(3/4- FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT, PADLOCK WINGS ON
(1- FB1000-4-0) OR AY MCDONALD 4701E 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,
RILL 2" DIA. HOLE FOR AMR (AUTOMATIC
ETER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT UD
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.
" PUBLIC' WORKS 34" AND 1" WATER SERVICE STD• PLAN - 920.1
;O• DEPARTMENT
f.N.. NOVEMBER 2009
DocuSign Envelope ID: A9707D3B-AOEF-441F-8140-2CDB48E878CA
CONFIGURATION ON SLOPING GROUND
DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL
LPE
ER STD. PLAN 226.00
L TRENCH WITH
PIPE, SEE NOTE 1
5'•
MIN.
ILLICI
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CLEANO N PERI
STD. PLAN 226.00
TO STORM DRAIN SYSTEM ,
I --- FOOTING DRAINBYPASS5MIN.. CLEANOUT PER
STD. PLAN 226.00
TO STORM DRAIN SYSTEM
DOWNSPOUT WITH CLEANOUT
FILTER, SEE DETAIL h 10' MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1
1- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
CONFIGURATION ON FLAT GROUND
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION 6" DIA. MIN,
ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PVC,
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 SDR 35 PER ASTM D3034
SOLIDS/
LEAVES
n o o \ \//�� �
/ \"�\\ .
D FILTER SCREEN
18" MIN. \� V D 3/4" - 1 1/2" WASHED DRAIN ROCK
OR GRAVEL BACKFILL D D DRYWELLS PER WSDOT STD. ZIO
\ SPECIFICATION SECTION 9-03.12(5) GROUND
\� D/� D D D D
�24"MIN,
UNDISTURBED NATIVE SOIL g TYPICAL DOWNSPOUT
MIN. V ABOVE SEASONAL HIGH FILTER DETAIL
GROUNDWATER TABLE
SECTION A
NOTES:
1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF.
GENERAL NOTES:
1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 263.40
PUBLIC WORKS PERFORATED STUB -OUT APP
R DEPARTMENT CONNECTION Martin Pastucha 11/2/2
bIFD98B449D... DATE
Know what's below.
Call before you dig.
CITY 0E
RENTON
Planning/Building/Public Works Dept.
DWG# R-421506 S-421502 W-421502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CASTLE DEVELOPMENT TOWNHOMES
AS -BUILT CONSTRUCTION DETAILS
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09/29/2023
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FRAME AND VANED GRATE
4", V. 12", OR 24'
ONE 93 BAR HOOP FOR S" HEIGHT
INCREMENT(SPACEO EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
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83 BAR EACH SIDE 7r
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PRECAST BASE. SECTION
1$3 BAR HOOP
113 BAR EACH
CORNER 18" PAIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
• PUBLIC WORKS
DEPARTM ENT
PIPE ALLOWANCES
mul Mum
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
1
CONCRETE
ALL METAL PIPE
15"
CPsSP•.
1r
STD. SPEC. 9A520
SOLID WALL PVC,
STD. SPEC. &45.12(1 )
16'
PROrrLE WALL PVC,
STD. SPEC. B-d5-12I2}
15"
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1 AS ACCEPTABLE OLLTER14ATIVES TO THE REBAR S"MNN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICA7IDN
935. Wgl ), OR WIFE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED RE6AR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION, WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 41.12 SQUARE INCHES PER
FOOT MAY BE 0 9F 15
2. THE KNOCKOUT DIAMETER SNAIL NOT HE GREATER
THAN 2p". KNOCKOUTS SHALL HAVE A WALA. THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.F
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR 1N ACCORDANCE WITH
STANDARD SPECIFICATION 9 (W.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL HE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST SASE SECTIOTV MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF
111:24Y Oft STEEPER.
II, THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SEC NON-
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BE EN PLACED. USE GROUT TYPE 2 FOR
NON$HR INK APPLICATIONS SN ACCORDANCE WITH
STANDARD SPECIFICA-nON 9120 312).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE W ITN STANDARD
SPECIFICATION 9-04-3. THEN APPLY MORTAR TO INSIgE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AN11
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAMEISFLDSH WITHPAVEMENTAS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL HE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
11NLE55 CIIWe IONISE NOTEo. HAWING iS NOT TQ SCALE INTSH
STO. PLAN-200�00
Appit9tEll
CATCH BASIN TYPE 1 GAZ 9/28/2018
r.u:.wa•��a"RATE
MIN
VARIES
MIN � MIN
MSN
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16L No
1
EN THE EVENT TRANSVERSE PATCHES EXIST
I
VATHIN THE AFFECTED STREET, THE LENGTH
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OF THE PATCH SHALL BE EXTENDED TD
II
INCLUDE ANY EXISTING PATCH "THIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEOUENT PATCH EOGE WITHIN 10 FEET
I
OF THE EDGE OF THE SECOND PATCH AND
i
44I
SD ON UP TO A TOTAL OF 360 FEET
I
FACE OF GUTTER OR
1=DCE OF PAVEMENT
TRAFFIC FLOW
2" HMA
I
I
CENTER LJNE OR
LANE LINE
2" TO B" HMA
{
I
8.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 5.5 MIN.
DEPTFI OF EXISTING PAVEMENT
VARIES -'"�
PIN I
MIN
MIN Miry
2' SAWCUT AND REMOVE
W PLANE. SEAL WITH
AFT-4DDDw
F
2" - 6" MIN. HMA (SEE NOTE 2)
\6"
LEACH SIDE)
I
CRUSHED SURFACING TOP COURSC (CSTC)
2- HMA
STANDARD
,SPECIFICATIONS, COMPACTED TO M904FIED
PROCTOR,
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSiC, BANK RUN GRAVEL FOR TRENCH BACKFILL
BORROWlPER
GFCATIONS3GR [
WSOCTANDAROSPECIFICATIONS NA VE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON CEOTECH REPORT, COMPACTED TO 95X
MODIFIED PROCTOR,
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT {SEE E FOR STANDARD SPEC SHORING.
2-09.4}
PLUS D, ALLOWANCE FOR ANY SHORING, SHORING. IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
N£EDEO, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 1f0.1.
5TARDARD SPECIFICATION 7-M.3(1)8
TRENCH WMDTH
FOR NOTES, SEE STANDARD PLAN 110_1
TYPICAL TRANSVERSE PATCH FOR STD. PLm - 110
PUBLIC WORKS DEPARTMENT PAVEMENT OR RIGId 'PR 'ED
PAVEMENT WITH OVERLAY f�;.�,. ■
CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS
SW 114 OF SE 114 OF SECTION 18, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
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DIRECTION OF FLOW
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(MIN.}
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5" MIN.
fi"MIN.(TYP.) UNION (TYP.)
PLAN
X
< 3"MAX,
Q �
5"MIN.
I
TO CITY
METER STACKED METER SECTION" 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 BY 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 AND APPURTENANCES SHOWN ON THIS PLAN.
3. 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 SHALL 8E SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT_ ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER_
S4' TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
* + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
DEPARDAENT RESIDENTIAL FIRE SPRINKLER MARCH 2010
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ENGINEERING & SURVEYINGmm
Western Washington Division 31B375 v
165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 1STER��S�''
Eastern Washington Division SIONAL
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
0912012023 1 N 0.
REVISION
6" PVC OVERFLOW
TO SDCO 20'
IE= 25.1
COMPACTED 6" PVC PERF PIPE
6" BACKFILL
f
WASHED DRAIN
ROCK 4 "-1 2"
NON -WOVEN GEO TEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20 SECTION B-B
COMPACTED
BACKFILL
6
1'
1'
WASHED DRAIN
ROCK 3"-1 2"
NON -WOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20
6" PVC OVERFLOW
TO SDCO
IE= 24.7
6�
1'
1'
6 FG= 2 7. 0
IE= 25.0
I' ABOVE SEASONAL
HIGH GROUND WATER
- 6 " P VC SDR 35 PERF PIPE PER
ASTM D3034 PER COR STD PLAN
225.20. TYP TO ALL PERF PIPE
SECTION A -A
10'
COMPACTED
BACKFILL
T777-_
WASHED DRAIN
ROCK 4 '-1 2"
NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20
6" PVC PERF PIPE
SECTION B-B
COMPACTED
BACKFILL
1' o
1'
WASHED DRAIN
ROCK 4 "-1 2"
NON -WOVEN GEO TEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3
PER COR STD PLAN 225.20
SURVEYED:
BUI
DESIGNED:
IWD
DRAWN:
TNF
CHECKED:
IWD
BY DATE AP P R APPROVED:
CID
SCALE:
YARD DRAIN PER COR
STD PLAN 225.20
6" PVC OVERFLOW T-
SDCO
4 LF 6" P�
PERF PIPE
18LF6"PVC
PERF PIPE
WASHED ROCK 3/4"
TO 1-112"
YARD DRAIN PER C(
STD PLAN 225.20
6'x20' INFILTRATION TRENCH
YARD DRAIN PER COR
STD PLAN 225.20
5 FG= 27.0
q IE= 24.6
�1 ' ABOVE SEASONAL
HIGH GROUND WATER
- 6" PVC SDR 35 PERF PIPE PER
ASTM D3034 PER COR STD PLAN
225.20. TYP TO ALL PERF PIPE
SECTION A -A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
YARD DRAIN PER COR
STD PLAN 225.20
WASHED ROCK 3/4
TO 1-112"
8LF6"PVC
PERF PIPE
6" PVC OVERFLOW
SDCO
N
6" PVC SDR 35 FROM
ROOF DRAIN/ DOWNSPOUT
6" PVC SDR 35 FROM
ROOF DRAIN/ DOWNSPOUT
-27
N
6" PVC
PIPE
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DWG# R-421507, S-421503 W-421503 O
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Know what's below.
Call before you dig.
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
CASTLE DEVELOPMENT TOWNHOMES
AS -BUILT CONSTRUCTION DETAILS
Z
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DATE: W
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09/29/2023
FIELDBOOK: u„ I
PAGE:
DRAWING NO: I-
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