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DO NOT USE CITY
OF RENTON LOGO
SINCE ALL STORM
IS PRIVATE.
RENTO
D RAIN
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 HFCH DENSITY
POLYETHVLENE (HOPE) N-12 12112E IN ACCORDAWE WFTH ASTIR C 14,
2, CUTOUT +BOLL S#ZE IS EQUAL TO OLI11,F1 PIF'i OUTSIDE
fJLWETER PLUS VARR DRAIN WAI-L T14MKNFS9,
3- CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH
WITH iNS10E OF T"E YARD ORAIN WALL.
4. CAST IRON BEE.L CRATE. FITS INTO BELL RECESS AND MENDS
RUSHWITH FACE Of W I - THE CRATE SHALL RAVE SLOTS (HOLES)
FHAT CONST111.11 50 YFRCFNT OPEN AREA FOR rA4IYNAGF. 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 M!"TH.
IS. VARIES 12 INC$AES OR I B INCHES
7. SPECIAL CAST YARD DRAIN MAY 1JL kLULIIIRE0 FOR MIiLTIPLE
PIP€ CONNECTIONS.
B. CLEAN OUTS ►IRE REOUIREV fOR DEPTIIS OVER 42 INCHES.
SEE TEXT SECTKIIN 5-05,
V2' LETTERING
BOLT HOLES - 3 PLACES
EQUALLY SPACED 120' APART ON
23 IIIS' DIA- B.C.
(1) 7' DIA. PICKHOLE
PLAN VIEW � 1 Ira' LETTERING
25' D VA.
3Id"
2 1,2-
8
ITYP-Ip-) _ k
�1
COMER SECTION) VIEW
28 1 {2- DIA
25 114' DIA
1W D1A. NEOPRENE GASKET
18
I WA 6'
1
- �— 23 3!8' DIA. CL OPEN
2Y MI6" ENA.
34 1Mr DIA.
FRAME SECTION VIEW
PLAN VIEW
YARD DRNN $TREAT CATCH DMIN
(TYP) CURB
M ANTFR STRIP
IN
I
ELEVATION VIEW
51€3FWAL K
R/w — — R/w
LuT UNE5
YAPM D"I"I W711 5FUS OLJI' MI? ROOF
ANIO POOTING UNPIN
jll SUiID UlSC CUYER CONNEC-nON5 (Tw)
TYPICAL LOT PLACEMENT
SNOHOMISH COUNTY PUBLIC WORKS aRtaRovED srr
5-030 YARD DRAIN CONNECTIONS � �
COUNTY ROPE} ENGINEER f7ATE
COVER BOTTOM VIEW
IS} BLT SOC. (ALLEN HEAD}
WB'-1I x T.5 SS RUBBER
WASHER
EON BOLTING DETAIL
1 111G-
71&"
11
RIAr
GASKET GROOVE DETAIL
NOTES:
i. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
UNIES5 OTH�RWISI NOR D, DRAINING IS NOT TO SCALE (NISI
Ds STD. PLAN - 2D4.50
PP VF '
ff=IR PUBLIC WORKS DEPARTMENT STORM ROUND FRAME AND COVER /z8/2Q18 1
c�.M x�.r.�m.x RA7C
New, wwM wmnl.,..�w
PRWATE ROOF IJRAIN
COLLECTOR PIPE;
LOT LINE. TYP- T DIA N11N..
S" DIA MIN. ROOF pRAlk PRIVATE TYPE 0.5%r "IN. SLOPE,
5 h11N. CATCH BASIN STUD WITH CLEANOUT{TYP.} ITYP.1 2FT MIN COVER
f1DLI.SE ITYP.y
I I I
I I I
3 MIN. D r
®< <
TIT
PRIVATE JOINT SD ® SD SQ SD
UTILITY EASEMENT CURB, SIDEWALK CFTYSTORM DRAIN (GO) SYSTEM
5`MIN WIDTH
R-O.V4. LINE PRIVATE STORM DRAIN ISM SYSTEM,
B" MIN. DIA. PfP€- SEE NOTE 1
ROOF DRAIN TO CONNECT INTO CITY
CATCH BASIN (CB). MiN. SIZE TYPE T
CLEANOUT, TYP AT EVERY 9T.
OR 2ND 45' BEND, AN13 AT 1 GX 10M.
SPACING ON STRAIGHT SECTIQNS
NOTES:
1 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 08 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 35OR THICKER AND MEET THE REQUIREMENTS 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.
UNLF.55 OTH" W ISF N0110. 0RA W ING 15 NOT 70 SCAT F (N T ;i
STD. PLAN - 225,00
• PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR ° 11
DEPARTMENT COLLECTION SYSTEM GAZ 9l28/2018
.. w..,. ad�.......k. 71PTI
2 PER COR COMMENTS DATED 6/8/20 DC
1 PER COR COMMENTS DATED 10/31/19 DC
NO. REVISION BY
SURVEYED:
TSL
DESIGNED:
DSC
6/10/20
DD
DRAWN.
DSC
12/2/19
DD
CHECKED:
DD
DATE
APPR
APPROVED:
DD
SCALE:
VERTICAL: NAVD 1988
N/A HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Y
'. _
6LEANOUT, TYP.
-
l
A
.I
i� -
- -
CATCH BASIN -AREA DRAIN
TEE
z
i a
¢
-
PROPERTY LINE } L]
N
..I
a
.Yi :n .
WMCN.
—
SLaCT10N P 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 2ND45-BEND, SECTION B B
PIPE ENDS
NOTE:
MIN- PIPE SIZE 6"0
PIPE MATERIALS ALLOWED; PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE, DI (IF NEEDED FOR STRENGTH).
CAP, AND WfHETiE
CLEANOUT IS IN
PAVEMENT: IRON RING 8
COVER PER IFCO 447
OR EQUIVALENT
I�(
45'$END
PERMANENT OAP OR CONNECT Pwt
i5' WYE
TEE, CROSS, OR 45` VNE AT BENDS
CLEAR -OUT DETAIL
��T7TF.
EMPORARY CAP ON END OF ROOF DRAIN STUB.
MARKET) BY 2"x4' STAKE
F'L18I,tG NrORk
TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10
r �,• « DEPARTMENT COLLECTION SYSTEM
"a CROSS SECTION MARC14 200B
ORCITY OF
RENTON
Planning/Building/Public Works Dept.
O E.
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r 42009
F6
/DNA L LNG
9-21-20
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R-409710
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
a 00
00
DEVELOPMENT ENGINEERING 4 I SURFACE WATER UTILITY
13
Nathan Janders 11 /12/2020 ''�.
jfarah 11/13/2020 o p
DATE:
ROAD DRAINAGE NOTES AND DETAILS 6/18/19 C/) m
DALPAY SHORT PLAT FIELDBOOK:
DALPAY PROPERTIES LLC. PAGE:
f DRAWING NO:
4033 N.E. SUNSET BOULEVARD I� �-!
RENTON, WA 98059 SHEET:CIODF. 18 A m