HomeMy WebLinkAboutR-418828DosuSign Envelope ID: 3B1834D3-7EDA-475C-ADB3-4329FFEOC103
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SCJ' LETTEeRING
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EQUALLY SPACED 1 xT APART ON
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RENTO
DRAIN
L (1) 1"Dw_ PICKHOLE
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25' DI
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COVER SECTION VIEW
COVER BOTTOM VIEW
13) SLY SCC- {ALLEN HEAD?
51a••t1 x T.s ss RUBBER
WASHER
EON BOLTING DETAIL
26 11r DIA.
2S tf4'DIA
71�" Dw NEOPRENE GASKET 1!4' 1 1H9'
1 MY
i RiAr
23 3r DIA CL OPEN '--x•
GASKET GROOVE IiIETAIL
27 5l1fi' DIA.
34 11r DIA
FRAME SECTION VIEW
NOTES:
1 ALL COVERS SHALL BE LDGKING LID PER EJ NIa. 3717C1
CIR APPROVED EQUAL
UNLESS OTHERWISE NOTED, DRAWING 6 NUT TO SCALE INTSI
STD. PLAN - 204.50
4 PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT �PU6LIC} [tiPaStUCha8/13/2020
D DATE
DosuSign Envelope ID: 3B1B3403-7EOA-475C-AD83-4329FFEOC103
LOT LINE, TYP.
G DLA MIN. ROOF DRAIN S' MIN
STUB WITH CLEANOUT (TVP.) (TYP.I
HOUSE ITYP.)
I
jk
1-3'WIN
— PRIVA TE TYPE I
CATCH BASIN
I
I
PRIVATE ROOF DRAIN
COLLECTOR PIPE.
6' DIA MIN.,
0.5%, MIN. SLOPE.
R FT MIN, COVER
I
I
PRIVATE JOINT
V%\�
�� SD S➢ SD SO
UTILITY EASEMENT CURB, SIDEWALK C17Y SYORM DRAIN I8D1 SYSTEM
sMIN. WIDTH
R.G.W. LINE PRIVATE STORM DRAIN {SDI SYSTEM,
e' MIN. E7L4. PIPE SEE NOTE 1
ROgF DRFIN TO GONN€C7 INTO
CITY
CATCH BASIN P31, MIN. STYE TYPE 1
CLEANCUT, TYP AT EVERY 90'.
OR 2ND 45' SEND, AND AT TOO' MAx.
SPACING ON STRAIGYFF SECTIONS -
NOTES.
1. SEE STD. PLANS 220 00 AND 22u.19 FOR PIPE MATERIALS AND MINIMUM COVER REMUIREWINTS.
2- THE RC>Q AND Fi4DTIN5 DRAIN SYSTEMS ARE PRIVATELY MAI NTALNED
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, SUED FOR 25-YUR PEAK FLOW
5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034.
B. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WNTE IN COLOR.
I SEE CONSTRQC71ON PLAINS FOR SPECIFIC PROJECT REOuIREMEN78.
e. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH
THE FOLLOWING CONDITIONS
A. THE CONNECTM M TO BE TIGHT LINED A MINIMUM OF IU OUTSIDE OF THE FOUNDATION, AND IN NO
CASE CONNECTED UPSTiREAAS OF THE FOOTINC3 DRAIN SYSTEM FOR THE HOUSE.
e. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SY$T€M PRIOR Tq CONNECTION TO THE
PUBLIC STORM DRAINAGE SYSTEM TO KELP PREVENT BACKUP DURN'iG SURCHARGE CONDITONS.
UNLESS OTH ERWI5E NOTED, DRAWING IS NUT TO SHALL 4NTSj
STD. PLAN - 225.00
► � PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN I*dIlyI
DEPARTMENT COLLECTION SYSTEM artin Pastud a 8/13/20
})mod'='gm6wD DATE
8:48
D 18:
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, 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 GRATE 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.
S. 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.
B. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES.
PLAN VIEW
101
YARD DRAIN STREET CATCH BASIN
(Typ) CURB
PLANTER STRIP
SIDEWALK
R/W — — -- --- ----—— --
LOT LINES
(TYP)
YARD DRAIN WITH
SOLID DISC COVER
TYPICAL LOT PLACEMENT
YARD DRAIN CONNECTIONS
NOT TO SCALE
TYaL__A:
7-1/2" X 7-1/2"
PRESSURE TREAIED CEDAR POST
112" 0 45' CHAMFER ALL FGGES —
(2),#4 HORIZ. TOP & BOTTOM
& (2)#4 VERTICAL (PER SIDE)
1/4" CHAMFER
A PIIALi ay
JCFiUSHED sLJRFncING
CRU5HED SURFACING
n
ELEVATION VIEW
R/W
STUB OUT FOR ROOF
AND FOOTING DRAIN
CONNECTIONS (TYP)
TYPE 'B'
1" 0 45' CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL 807H SIDES)
1" DEEP NOTCH ALL AROUND
I GALVANIZED 5TEEL HA5P FOR LOCK
P K6" STEEL HINGE WELDED TO 9-1/4"Kp-1/4" STEEL
DOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS
30" ND PLATE SPACER.
1/4'' GALVANIZED STEEL �ILA7E SPACER
1/2'' CIA. x 2" ANCHOR BOLT, WELDED 'TO SPACER
2"0/8" JOINT MATERIAL
CCNCRETE 5I1IEW,ALK
L�4
1 B�
12"
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR
& CONCRETE SURFACE, REMOVABLE WOODEN BOLLARD
ADOPTED
CITY OF RFh110N
♦+
STANDARD FLAKS
•t L$T DA'19: 04/04
.. _.. -. _.. n4VP MAUf7- 11071 Gp 04rP' MATS
1 1 RECORD DRAWINGS AS BUILT
BENCHMARK
FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82
TJS
10/10/22
BJT
s"RVEYM.
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
TYPE 'A'
PRESSURE TREATED
7-1/2" X 7-1/2" CEDAR POST
(2)#4 HORIZ. TOP & BOTTOM
do (2).#4 VERTICAL (P-R SIDE)
1/4'. CH AMFER--,,
NIMEW AS` MAC
ifl�_CRIJSHED SURFACING'
CRUSHED SURFACING
ISEE NOTE 81 (SET= NOTE S1
10 IF CF PA41:D r
DRIVEWAY T�OUIRED
ExPA OY JOINr ITYP4 CEMENT
ISEE STD PIAJJ 1021 CONCRETE
SIDEWALK
R
g
m%
�
�=win1
Ruc iom jgiNT
SEE NOTE I DRIVEWAY CEMENT WNCJiETE
RAMP WITH 12HX B CURB &GUTTER
SLOPE It ) AFPRDApI (SEE MOM3)
3:N"CONTRACTION JOINT TTYP.]
7
1SEE STn. ALA !ue7 PLAN VIEW
8111E*ALII laimuI W-MAIN AT A1'11N4SYENT ll_aPEwITH
ADJ.ACENI' SIPEWALK. PW MPE17 TI IAT T16 MM. C.ROSi
VARIES SLOPE ON THE DRIVEWAY APPROACH IS NOTEXCFFT=T:
IBEE NO1E 70'/ QTHERWISE, SLOPE SHALL BE 8.3%w4 L SEE NOTE e..: i I'
6'CRU$HEO SUFACEING TOP COURSE V MIN OYP 1 T CONCRETE
{CSTC) COMPACTED TO 9y/Mnf]IFIEn ti"MIN SIDEWALK
PROCTOR IuNLE55REOUIRRAENT 3m" .NSION JOINTI.:rYP4
WALVED EY EPiGINEERJ TYPICAL LPJpfR I STP. PLAN 10Y}
ALL ORR'BWAY6NTRANOE
CURS 8 ER--
(96Ew DEPRESSED `
fEEEE'S1 \\\\
SECTION
1C%'R{TYPI SIDEWALK wIIS1%1
1M DIFFERIEWE IN SLOPE MPJL
DRIVEWAY W! VE SLOPE (SLOPES EX.AGOEH,4iffi1 *.5%
DRIVEWAY •• cwrrv. 1 .. _>�
tr 1�`{{ 6' WIN
DRIVEWAY We REATNE j 3E ON { B ]
NEGATIVE SLOPE (9LO
SWD'NN Ex,AGGERATEDI �
i�
CEMENT
CONCRETE
SIDI-WALK
TYPE RIB — ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMENT CONCRETE
CURB & GUTTER
(SEE ROTE 31
CEMENT CONCRETE DRIVEWAY
PUBLIC WORKS ENTRANCE -TYPE R16
�:•1i� �� nPPARTMPNT
TYPE ,B
1" 0 45" CHAMFER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH 51DES)
I" DEEP NOTCH ALL AROUND
2' S„
30"
—1/2" 0 45- CFIAMFER ALL EDGES
SLOPE CONCRETE FOR DRAINAGE
1 2"x3/8" JOINT MATERIAL
CONCR�Ts= SIDEVvALK
181.
na
12"
NOTE:
2" MINIMUM CLEARANCE BETWEEN REBAR &
CONCRETE SURFACE.
FIXED WOODEN SOLLA1RD
PIDDPTED
G� CIT'Y OP 7iEHTDn
�.
STANDARD Pid4N5
= DATSZ Q4/04
..._� ,,.. �.. ...__,., nwr" IJAAAI-• Hn77 CP PAC_F• 14rt'79
sa LE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE IN
SCALE ACCORDINGLY
VERnCAL: NAVD ION
HORIZONTAL NAO 1910/1991
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
. k CITY OF
RENTON
Planning/Building/Public Works Dept.
FOR NOTES STD. PLAN 104.2
STD_ PLAID — 104.3
a PROVED:
DATE
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R-418828
IN COMPLIANCE WITH CITY OF RENTON STANDARDS F--
ASBUILT ROAD DRAINAGE
NOTES AND DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATE
10/10/2022
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