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112" LETTERING
BOLT HOLES - 3 PLACES
EQUALLY SPACED 120° APART ON
20 1116' DIAL H.C.
RENTO
DRAIN
(1) VDIA. PLCKHOLE
PLAN VIEW li(vLETTERING
25- DIA
314"
11,74
2 112"
s 3m"
fryll.I
COVER SECTION VIEW
COVER BOTTOM VIEW
(3)9LT SOC. (ALLEN HEAD)
sar-11 n 1.6 SS RUBBER
WASHER
EON BOLTING DETAIL
25 v2' DLA.
25 124" DIA.
TAR DIA. NEOPRENE GASKET 1l4' 1 111&"
�1 D"
6' 1f8^
a1+s"
23 ZW DIA. CL OPEN
GASKET GROOVE DETAIL
27 5116" DIA
34 10 DIA.
FRAME SECTION VIEW
NOTES:
1, ALL COVERS SHALL HE LOCKING LID PER EJ No, 3717CI
OR APPROVED ECUAL
UKIESS OTHERWISE NOTED, DRAWING 15 NOTTQ SCALE MI
STD. PLAN - 204.50
V
• PUBLIC WORKS STORM ROUND FRAME AND COVER PP Z 912812018 I
❑EPARTMENT
Iwir VAvrA.11nlr,[ir�e� �:4 r I
LOT LINE TYP,
6" DIA MIN. ROOF DRAIN 5' MIN-
STU9 WITH CLEANOUT ITYP.} (TyP }
HOUSE(TYP.)
I
I
r 3 MIN. I
- PRIVATE TYPE I
CATCH BASIN
I
I
- PRIVATE ROOF DRAIN
COLLECTOR PIPE:
V DIA MIN..
0.5 % MIN SLOPE,
2 FT MIN COVER
I
I
PRIVATE.IO NT SD 5D SO SD
UTILITY EASEMENT CURB, SIDEWALK CL7Y STORM DRAIN (SDI SYSTEM
5'MIN• WIDTH
R.O.W.I. LINE PRIVATE STDRM DRAIN (SO) SYSTEM.
A" MIN. DOA, PIPE, SEE NOTE 1
ROOF DRAIN TO CONNECT INTO C rV
CATCH BASIN ICB), MIN- SIZE TYP>; I
CLEANOUT. TYR AT EVERY 90',
OR 2ND 45' BEND. AND AT 100' MAX.
SPACINGOJ STRAIGHT SECTIONS
NOTES--
1 . SEE STD. PLANS 22)0-OC AND 220.10 FDR PIPE MATERIALS AND MINIMUM COVER REQU[REMENTS.
2 THE ROOF AND FOOTING DRAFN SYSTEMS ARE PRIVATELY MAINTAINED.
S. FLOW ,PATTERN SHOULD BE TO THE NEAREST CB IF ORAOE AU CWS, OR TO THE NEXT DOWNSTREAM CR.
4 ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 2F YEAR PEAK FLOW.
5. PVC PYPE MUST BE SOR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM 03034
9. PVC PTPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR.
7 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTE P, DRAWING 15 NOT Tff SCALE INTSf
STD. PLAN - 225.150
URPUBLIC WORKS TYPICAL PRIVATE STORM DRAIN PPR D
DEPARTMENT GAZ 9/28/2018
COLLECTION SYSTEM
NkovRout wonr aelnin,n.0 imrE
ASBUILT ROAD DRAINAGE NOTES + DETAILS
OF
TERRACE
F RE T PLAT
O S
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
NOTES: r�
1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY
POLYETHYLENE (HOPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14.
2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE
DIAMETER PLUS YARD DRAIN WALL THICXNESS.
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 FiNISHFD 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
R/W
PLAN VIEW
STRFFT CATCH BASIN
PLANTER STRIP
SIDEWALK
YARD VRAiN WITH
SOLID DISC COVER r
TYPICAL LOT PLACEMENT
YARD DRAIN CONNECTIONS
NOT TO SCALE
�•'-di 'MIN
� + Yr.��i�i. itF CLEANGIf'f. TYP.
y 'L�Si.: ydT
CAP. AND WHERE
F CLEANOUT IS IN
PAVEMENT; IRON RING 4
COVER PER IFCO 92ST
�r -
li OR EQUIVALENT
�.r•.''IJ CATCH BASIN -AREA DRAIN
TEE
• y'''�J PROPERTY LINE
L7 r'
T
° r `.'N .
-
- 46^ SEND
m
PERMANENT CAP OR CONNECT PIPF;
PRIVATE. JR(NT 11.9E UTILITY EA9EhIENV
1
IL45, WYE
. _ TEE, CR068. OR 45" MJYE AT BENDS
CLEAN -OUT WITH
- PERMANENT CAP CLEAIWOLFT DETAIL
CATCH BASIN - AREA DRAIN
SECTION A -A
ALIGN PIPE TOPS, OR PLACE ROOF DAMN
HIGHER.
I MIN. VARIES
3
z'. CO, " R
crJLLECTusi LINE
TEMPORARY CAPON END OF ROOF DRAIN STll6-
/ MARKED BY 2"x4' STAKE
PLACE CLEANOUT AT 3W MAX -SPACE, AT GO- BENDS. _{f
EACH 2ND 45" BEND, SECTION W
PIPE IF
NOTE
m1N. PIPE Stu 6"0
PIPE MATERIALS ALLOWED; PVC, LINED CPE, TRIPLE WALL
POLYETHYLENE. DI (IF NEEDED FOR STRENGTH)-
�u�r..rc� w�la{.c
Y' TYPICAL. PRIVATE ROOF DRAIN STD. PLLN - 225,10
• 1
«. + DEPARTMENT COLLECTION SYSTEM
t CROSS SECTION MARCH 2DOB
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
1 I RECORD DRAWINGS AS BUILT
10"s
REVISION
ELEVATION VIEW
STUB OUT FOR ROOF
AND FOOTING DRAIN
CONNECTIONS (TYP)
LSEE NOTE 8I I I ISFE NOTE 8)
19 LP9F PnVkP
DRIVEWAY REQUIRED
31r E%PAM310N JOINT [TYP.1 CEMENT
ISEESTO PLwJ 102) CONCRETE
sIDEwALIc
6
�
SEE NOTES
CLEARED AND STRIPPED
NATIVE GROUND
STRUCTURAL FILL _ _-
(SEE NOTE 1) =----
`�r
2 Jr`
1 V ffr� � I1
EXISTING f 1
SLOPE TOE ff TYPiCAL SLOPE BENCH
{SEE NOTE 3}
TOE OF NEW f F
FILL EMBANKMENT
Y�
� r
�• 2' (MIN.} rf 1
1KEYWAY DRAIN
6' {MIN-}
{SEE NOTE 2}
KEYWAY
L .�
g
LL
m
7RUCT11111 JOlorr
SI. "..I GE1 -NT CONCRETE
RAMP YlITH 1241.1:.�1..Y EL DRIVEWAY CURB &GUTTER
SLOPE [, if.} AFPFiOATaI (SEE NOTE3)
M"CONTRACTION JOINT ffYP.)
ISEE STEK FLA tD'11 PLAN VIEW
SIDEWALK ° REMAIN AT ACOfJ46YENT �DFE WITH
ApJArLEDTFSIDEYAIJX, PRpIgDEOTIIAT n�MA7L.CRQ88
VARIFS SLOPE ON THE DRIVEWAY APPRLWCH IS NOT E7fGEECFL
[SEE NOTE lop OTHERWISE, SLCM SHALL BE 8.3%MAK SEE N01E 8 Mr'
4'CRV$HEO SUFACEINGTOP ESE WhGN nYP) C TCONCRETE
{c,8TC) CCUPAGTI� TO95% MOPEFIED b'tAIN SIDEWALK
PROCTOR SONLESS RC-0NRBMENT 3w urANSION JOINTITYP.1
WALYED BY EHGINFER) TYPICAL RIDER (�$TV. PLAN IM
ALL PR11'EWAY LiNTTL1NCE
DEPRESSED CURB 8 G EH^
[SEE ROTE 3)
SECTION
1 D'RFT 1 9EDEWAKw10t.
ift. D�FERENt IN SLOPE II0.L
DRIVEWAYW! Tlvr SCONE(SLOPE SHOWN EXAGOERATM5 *.5X
DRN AY 6"NIN crxn.
OR 4 A
DRIVEWAY VJr IIEaATTVE '� .•Ja r 3E ON { 6 ]
NEC7ATIVE SLOPE (SLO �l
%4MYN EXAGGERATEDI
CEMENT
CONCRETE
SIDEWALK
F * PUBLIC WORKS
DEPARTMENT
TJS
1/12/22
BJT
suRVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BY
DATE
APPR
APPROVED:
BJT
CEMENT CONC=E
CURB & GU17ER
(SEE NDTE 31
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE RIB
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
NOT TO SCALE
MOTES:
1) STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95%
OF ASTM D 698 MAXIMUM DRY DENSITY VALUE,
2} DRAINS SHALL CONSIST OF 6" DIA. PERFORATED PVC PIPE ENVELOPED
IN 1 cU ft Or 34' WASHED GRAVEL• DETAIN PIPE SHALL BE DIRECTED 7Q
THE STORM DRAIN SYSTEM OR APPROVED POINT OF DISCHARGE.
3) ADDITIONAL BENCHES AND BENCH DRAINS MAY BE REQUIRED
BASED ON FIELD EVALUATION BY THE GECITECHNICAL ENGINEER.
4) WHEN FILLING ON EXISTING SLOPE GREATER THAN 20%
Terra TYPICAL SLOPE KEY AND BENCH DETAIL
VANDERMAY
Associates, Inc. RENTON, VVASHINGTOIN
Consultants In Geotechnt-01 Engineering
Geology and Pro' No. T-7677 Date: JULY 2017 Figure 3
Environmental Earth Sciences { �
FOR NOTES STD. PLAN 104.2
STD. PLAN - 104.3
APPROVED:
DATE
CITY OF
PRI RENTON
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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ASBUILT ROAD DRAINAGE NOTES + DETAILS DA2/7/2022 m
FOREST TERRACE PLAT FBOOK: c! OO
PULTE GROUP, INC DRAWING NO: LLJ
3535 FACTORIA BLVD S.E., #600 = (w,
BELLEVUE, WA 98006 SHEET: oR: CD v
38 89 I� m