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I i" I :.'.`11 LETTERING
BOLTHOLES-3PLCS EQUALLY SPACED T70'
APART ON 23 1116' (5B6mm) DIA B.C.
�JL�j pTliS - I�'c'gll�, r ;urruror
�^� T osariew
w
a
RENTON �@
AHEAD OF THE CURVE G�
�l
DRAIN
DIA%CKHOLE COVER BOTTOM VIEW
T sic 1 4=1LETTERING
PLAN VIEW
W D[A. (9) BLT SOC. (ALLEN HEAD[
[635mm} S" 5J9"01 K 15 S5
[25mm1 DER WASHER
[9rnrn
3tg.
]
V/1-111111111 "I". --A
8 3Jd" 2 1f2'
C222MMI I�^wnl
TYP
COVER SECTION VIEW
26 VT ow
I673mm1
251M" CIA
[841mm1 1 V16-
[27mmJ
1fdIBMCIIY CIA
NEOPRENE GASKET
s
SW J 23 .11V DIA CL-OPEN
[16nar i 15Dd—I
27 50U' DIA
34 118' DIA
[467mm1
FRAME SECTION VIEW
EON BOLTING DETAIL
f'H" 1 114fi
E6mm) 127'mm1
I
,ram J
I3�I
Y76"
1R3mrr.]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC N. 37 f 7C 1
OR APPROVED EQUAL
.- -1 PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLLN - 204.50
DEPARTMENT
MARCH 2008
VO MIN. RQQF DRAIN STUB WITH CLEANOUT, TYP
LOT UNE. TYP.
0.
HOUSE
ITI
PRIVATE RGOP DRAIN -- PUBUC STORM SYSTEM
COLLECTOR PIPE; PRIVATE STORM SEWER
5'0 LTC 3A0' XII'4. BETWEEN CTR- GF PIPE AND R.G.W.
05M M N. SLOPE.
2 FT. MIN. COVER
CLEANOUT. PIRAT EVERY W".
_ CURB, SIDEWALK OR 2ND 46' BEND, AND AT WO FT. MAX. SPACING ON
R.T].W. LINE STRAIGHT SECTIONS
PRIVATE JUINT
UTIU iv EnsF IAE N l ROOF DRAT N TIO CONNECT INTO CITY CE. MIN. SIZE TYPE I
T MIN. WROTH
NOTES:
1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH)
2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED
3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB.
4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR. PEAT( PLOW.
TYPICAL ROOF DRAIN
O--"!R
STD. PLAN — 225.QD
PUBLIC WORKS COLLECTION STORM SYSTEM
DEPARTMENT CIVIL PLANS
MARCH 2O08
URI mmill 10 2 09j, il RX, il 0 1 D1 I D1 ; T, A 10 F, MW ; a 0 AI I m 10 W, il 0 1 DI I DI = I F, il I %in
FOR
ALL UlM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N.. RGE 5 EAST. W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
NOTES:
1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY
POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14.
2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE
DIAMETER PLUS YARD DRAIN WALL THICKNESS-
3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH
WITH INSIDE OF THE YARD DRAIN WALL.
4. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS
FLUSH WITH FACE OF BELL. THE CRATE SHALL HAVE SLOTS (HOLES)
THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET
BELL SURFACE SHALL BE FINISHED TO ASSURE NON —ROCKING FIT
WITH ANY COVER POSITION.
5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH.
6. VARIES 12 INCHES OR 18 INCHES.
7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE
PIPE CONNECTIONS.
8. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES,
SEE TEXT SECTION 5-05.
F . ► ij
a
ELEVATION VIEW
YARD DRAIN STREET CATCH BASIN
(TYP) CURB
PLANTER STRIP
SIDEWALK
R/W — -- --- ----- — -- R/W
LOT LINES
(TYp) STUB OUT FOR ROOF
YARD DRAIN WITH
SOLID DISC COVER AND FOOTING DRAIN
CONNECTIONS (TYP)
TYPICAL LOT PLACEMENT
YARD DRAIN DETAIL
NOT TO SCALE
LANE LINE
MARKING 7'-8„
STANDARD VEHICLE WHEEL PATH
3' 4.5, 3"
MIN. MINI. MIN.
1 1' ACP CLASS*
MIN, MIN.
6" CRUSHED
2SURFACING TOP
� CLASS 'B'
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT, —
OR GRIND, SEAL WITH EDGE OF 0UR8 & GUTTER,
AR4000W OR CENTER OF LANE LINE
2.5'
MN.
CRUSHED ROCK„ FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
"MINIMUM ACP CLASS 'E' or 'B' SHALL BE
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' Or 'B'.
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'-
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
FOR FLE%IBLE PAVEMENT
ADOPTED
CM OF RENTON
f \; STANDARD PLANS
LST DATE:02/05
p N 1 NO pCY C
a7 DATE I REV]SIUN I BY
PRD I+oD1FIEo NOTES cz DWG, NAME: H032 SP PAGE: HO32
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
)I
4"
CLEANOUT. TYP.
` 4
A
m
_ -
CAP, AND WHERE
OLEAN011TIS IN
PAVEMENT; IRON RING 8
COVER PER IFCO 0247
OR EQ4NALENT
- e
CATCH BASIN -AREA DRAIN
17 q r
TEE 13
a
AR(7PERTY L N€
�r
L
„ rf•
LiIN.
45' BEND
5'EIIN.
PERMANENT CAP OR CONNECT %P,�
S'Mlk.
PRIVATE. JOINT IJSE UTILITY EAL,FAIF
4
a5" WykTEE,
CROSS; OR 45' WYE AT BENDS
CLEAN-CUT WITH
— PERMANENTCAP
CLEANrOUT DETAIL
CATCH BASIN -AREA DRAIN
SECTION as
ALIGN PIPE TOPS, OR
PLACE ROOF DRAIN
HIGHER
S'IIIN. VARIESr
4
2'NIN. CUWER OVER
COLLECTOR LINE
TEMPORARY CAP ON END OF ROOF DRAIN STUB,
N1ARIe&D gY z`>4f" BTAKE
PLACE CL17ANOUT 0 300' 1dAJC SPACE, AT 90" SENDS,
EACH 2ND 45' BEND. SEG710N B•B
PIPE END5
NOTE:
MIN, PIPE SIZE 15'0
PIPE MATERIALS ALLOWED- PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE. DI (IF NEEDED FOR STRENGTH).
PUBLIC WORKS
TYPICAL PRIVATE ROOF
DRAIN
STD. PLAN — 225.10
DEPARTMENT
COLLECTION SYSTEM
`Jf
CROSS SECTION
MARCH 200B
SURVEYED:
BCE
DESIGNED:
BJT
BK
1/20/1
BJT
DRA RAG
BK
11/2/1$
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DAT U M
CITY OF
RENTON
Plonning/Building/Public Works Dept.
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For NOTES STE) PLAN 104.2
ti a STI1. PLAN -" 104.3
+ PUBLIC WORKS CEMENT CDNCFRETE DRIVEWAY PPR FD
DEPARTMENT ENTRANCE - TYPE 11113 �
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS J 2
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APPROVED BY DATE W
APPROVED BY DATE V� A`'
APPROVED BY DATEcONSJ
APPROVED BY DATE v
ROAD AND DRAINAGE NOTES AND DETAILS DATE
1 E1 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA LLC DRAWING NO:
1110 112TH AVE NE, SURE 202 LL!
BELLEVUE, WA 98004 SHEET: 44 °° sg oi
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T - 3 9 2 3 0 7 IRI-131912131319