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DO NOT USE CITY
OF RENTON LOGO
SINCE ALL STORM
IS PRIVATE.
RENTO
DRAIN
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
4, TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
NOTES:
I. YARD DRANNS TO BE CONSTRUCTED FROM HIGH DENSITY
POLYETHVLENE (HOPE) N-12 P112E IN ACCORDANCE WFTH ASTIR C 114,
2, CUTOUT +LOLL S#ZE IS EQUAL TO OLFILEI PIM OUTSIDE
OPOA€TER PLUS VARR DRAIN Y11A1-L T14MKNFS9,
3- CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH
WITH iNSEOE OF T"E YARD ORAIN WALL.
4. CAST IRON BELL CRATE. FITS INTO BELL RECESS AND E)UENPS
RUSHWITH FACE Of W I THE CRATE SHALL RAVE SLOTS (HOLES)
FHAT CONSTITLFTE 50 YFRCFNT 12PEN AREA FOR rA4AINAGF. IN'LET
BELL SURFACE SHALL BE FINISHED TO ASSURE NON-Ror-KING FIT
VKM ANY CO%ER PQ5IT*N_
5. WASAFD DRAIN ROCK. 6 INMirS MINWUM MF'T".
IS. VARIES 12 INC$AES OR Ill INCHES
7. SPECIAL CAST YARD DRAIN MAY 1JL KLUUIRECJ FOR MIiLI�PLE
PIP€ CONNECTIONS.
B. CLEAN GUTS ►IRE REOUIREV rOR DEPTIIS OVER 42 INCHES.
SEE TEXT SECTKIIN 5-05,
V2' LETTERING
BOLT HOLES - 3 PLACES
EQUALLY SPACED 120' APART ON
23 7115' DIA_ B.C.
(1) 7' DIA. PICKHOLE
PLAN VIEW �71ra'LETrERING
25' D VA.
314"
2 Mr2-
8
ITYP_Ip-) _ k
�1
COMER SECTION) VIEW
28 1{2" DIA
25 114' DIA
1f4' D1A. NEOPRENE GASKET
}1118"
- �— 23 3!8" DIA. CL OPEN
2Y MM 6" ENA.
34 IMr DIA.
FRAME SECTION VIEW
PLAN VIEW
YARD DRNN STREET CATCH DMIN
YP� Z CURB
R ANTFR STTMP
IN
,
ELEVATION VIEW
R/w — — R/w
LuT LINES
YAPM ID"I"I WITH STUB OLT MI? PCOE
ANIO POOTING DETAIN
jll SUiID UlSC CUYER CONNEC-nON5 (Tw)
TYPICAL LOT PLACEMENT
SNOHOMISH COUNTY PUBLIC WORKS ARtaRovED srr
5-030 YARD DRAIN CONNECTIONS � �
COUNTY RI]�d ENGINEER f7ATE
COVER BOTTOM VIEW
IS} BLT SOC. (ALIEN HEAD}
W8,A1 x T.5 SS RUBBER
WASHER
EON BOLTING DETAIL
i14' � 1 1r1ti"
71&"
RIAr
GASKET GROOVE DETAIL
NOTES:
i. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3T17C1
OR APPROVED EQUAL.
UNLES5 OTHi RWISI NOR 0, DRAWING IS NOT TO SCAU LNT5i
Ds STD. PLAN - 2D4.50
PP VF '
ff=IR PUBLIC WORKS DEPARTMENTSTORM ROUND FRAME AND COVER /Z8I2Q18 I
RA7i
New, wwM wmnl.,..�w
1 ASBUILT
NO.
REVISION
LOT LINE. TYP-
E" DIA MIN. ROOF pRAlk 5 MIN.
STUD WITH CLEANCUT(TYP.) ITYP.)
a4OUSE ITYP.y
I
I
r T MIN.
PRIVATE JOINT SD
UTILITY EASEMENT CURB, SrOEWALK
5`MIN WIDTH Vv
R_O.W. LINE
— PRIVATE TYPE I
CATCH BASIN
— PRWATE ROOF IJRAIN
COLLECTOR PIPE;
6' DIA MIN.,
0.5%MIN SLOPE,
2FTMIN COVER
I �
I I
•
i
i
SD so ti
CFTYSTORM DRAIN (SD)SYSTEM
PRIVATE STORM DRAIN ISM SYSTEM, 111
B" MIN. DIA. PrF E_ SEE NOTE 1
ROOF DRAIN TO CONNECT INTO CITY
CATCH BASIN (CB). MiN. SIZE TYPE i
CLEANOUT, TYP AT EVERY 9T.
OR 2ND 45' BEND, AN13 AT 1 GX MAX.
SPACING ON STRAIGHT SECTIQNS
I. SEE STD. PLANS 220.00 AND 220.10 FOR PIPE MATERIAL5 AND MINIMUM COVER REQUIREMENTS.
2. THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED.
3. FLOw PATTERN SHOULD BE TO THE NEAREST CB LF 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 35OR THICKER AND MEET THE REQLJLREMEN78 OF MTM D3034
B. PVC PJPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR.
7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLE55 OTWRW ISE NC Mt p, 13RAwrNG IS NOT 70 SCAL a (N T :i
STE). PLAN - 225,00
• PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR °
DEPARTMENT COLLECTION SYSTEM OAZ 9/28/2018 11
�.. w..,. ad,,.......k. 71ATI
SURVEYED:
TSL
DESIGNED:
DSC
DRAWN:
DSC
EN 1 1 /19/21NAPPR
CHECKED:
DD
BY DATE APPROVED:
DD
SCALE:
VERTICAL: NAVD 1988
N/A HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
. j.' . L�LEAN4UI, TYP.
Yj.
A
CATCHBASIN-AREADRAIN
TEE
PROPERTY LINE T L] I n T
s r-.
=rr
F_
5M CN. —
SLaCTFGN A A
ALIGN PIPE TOPS, OR -
PLACE ROOF DRAIN
HIGHER
CLEAN -OUT WITH
PERMANENT CAP
345IN - AREA DRAIN
PLACE CLEANOLIT AT 300' MAX. SPACE, AT 90' BENDS, _
EACH 2ND 45' BEND, SECTION B B
PIPE ENDS
NOTE;
MIN. PIPE SLZE 6"0
PIPE MATERIALS ALLOWED; PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
CAP, AND WfHEF&
CLEANOUT IS IN
PAVEMENT: IRON RING 8
COVER PER IFCO 447
OR EQUIVALENT
1.
45'$END
PERK"ENT OAP OR CONNECT PJvf
45' WYE
TEE, CROSS, OR 45` VOYE AT BENDS
CLEAR -GUT DETAIL
EMPORARY CAP ON END OF ROOF DRAIN STUB.
UARKED BY 2"x4' STAKE
F'L18I,IG NrORk
TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10
r �,• « DEPARTMENT COLLECTION SYSTEM
"a CROSS SECTION MARC13 200B
ORCITY OF
RENTON
Planning/Building/Public Works Dept.
ODE. W q
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42D09
S T E��
NA L ENG
1 1-19-21
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R-409737 `J
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
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DATE:
1 1 /19/2021
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