HomeMy WebLinkAboutR-418205N
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RAISES] EDGE DETAIL t - P 5' & DEwAtx
LEVEL 112 Bar�Nv SrDEWALK TF1VluVEA5E 1� • V, V • a' W pNi PREMOLDED JCM7 FRIER
}�-p�,AR JOINrST°INCWPE RNs[pf T1•PICAL WHmE APRICAaIE
Rau DING �.o1 TFY Im A IT .)
OR CORA SFE ST'DR ass
n 1' pN) R ■ • r tis r .` r� .7pSTING FGAfiVAY
i' - • r1*� '• - .._ � .. + .5. ..E..�� cRuSMEG ROCK
s' SEE RAISED EDGE
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1'•C sIOEYeniN oETNL-11Ns�FQ T1'PIUL` LUNPEk • CRUSHC08URFACPNGT0PCWRSEf9TC}
&�+� OMPACI TO 05% itODIFIED PR, CTOR
ALL CUT MIN.
WITH [RAISED EDGE E (UNLESS R9PICAL uNDER ALL
U
ENGINEER[ TYPICAL V NOFR AIL CURa,
trr'tINI R jTYRI GUTTER 65I1)fWALR C&7C IIPiDFJ$
CAS } FOfi LURE OETAILB CUMAGUTTERTOBE6'THICKNMOR
SEE STC PLAN lot HATCH p11$TINO ROAI)WAY CAUSI LD ROCK
4Y�� •:'•';r. BASE, WHIGHEWIA IS GREATER UYP FOR
t • •• ALL CURB &QMERl-
"Fit ♦V• :. �i'.• �
t ToP OF CCRAGSE SURFACE
Z• P SIDEWALK TOP OF CONCRETE SURFACE
ADJACENT TO CURB s, o• I,_a 4IN
UT {1N) R. f1`1A.I
9011• DING FOR CkJRa DCTAR$
1 1S% BEE STD PLAIN let
I' aR1LIGE OFP®ESTRWL 5-'
RPIUND ---1
FOR CURB DErARs ADJACENT TO CURB
BARRIER-SLE &OE4Y,4LX SEE STD PLAN 101 {STEEP FILL SLOPES)
CONTRACT PLANS vALI °R IInpR_LR
:IV
SIDEWALK
VERTICALWALL-SEE DETAILa
tF ER ED
JOINT FILLER _
ADJACENT TO GU Re AND RAILING OR WALL N�
PjpLltr RiLER
SIDE BU%rrA Stop
TRE ATMfh7 9EbbLL EWALK Sl DEINALK ADJACENT TO WALL DETAIL
SIOESVALlL 18EE NOTE 10)
5EC Ilum 11l";IN}R.
1 fTYP.I FOR CURB DETNLS
1.sY. f.sy. A1W SEE $ib PLAN 101
aR MATC I F AST[
` ;+�. rj�•' �-� � lM 1MTCH E%15TIHD
f 5 O 4TROWELED PE1nHIARFR
FINISKED GRADE 1' IIfN BELOW TOP OF CONCRETE
SURFACE FOR PLARTNG - FL J9H IF PAVER
jO"•a §'� -, 0EN10TGONCRETEG1IRB
ADJACENT TO BUFFER STRIP (cURAANDOurTER $H j
r FOR cuRe DErAILE
SEPSTO Pl.V1 tOt
1.'S'TO 1W
NOTES ' � �! . J -�I
1_ Pour frw[ of th a sdewalk aNmh shoo tv'--•-'�'
be ate minimum likog T1an CCNTR'LCTION JOINT +
C IN SIDEWALK ONLY T P
aocesslhie to ale p.r tree of venlcal , e • •"+5` �,:
end horizontalGratings,
Access Covers. Junalon Bom4s,
FIII-L-0FrTyI 2awJ'=J5faH.7O1RFlN BOTF{ � ' ' •1
- CURE AND SIDEWALK SEE FW HAe te, K1
Cable Vaults, Pull BoKUTs and other
appuRananDaas wl:hln the sidewalk are' C CONTRACTION JOINT
must be fkesh with surface, and match -$E
grace of the sidewalk. fi JOINT AND FINISH
DETAIL
2. M9nuli1hlC Cement Cvnuele Curb and .�, ••e , : fJy
Sidewalk B not permlrted In new For other referenced NOTES sea k
conuruvt;m. When mplacarnmi work STD PLAN 104.2. .__►' .-
Concr ite to a Moirollrhla 5DOT PREMOU-E
CAR[rEtr tulb build per waDOT JOINT FBLER ,
St2rldatd Plar,F-30.t0-03_ Paved surfaces must complylvllh E FULL-DEPTH
Conerere m he a,eoD PR PLAN 102.1 as applicable.
EXPANSION JOINT
SM. PLAN - 102
PUBLIC WORKS CEMENT CONCRETE
DEPARTI'48NT SIDEWALK
DocuSign Envelope l0: 6EECF5B6-602A4E4A-B436-A317AA638878
2' 11.1r r
4-&W 2' 2" 4-ZW
4-112`
I r
I I
I I
2'1-1.1a- I I
I I
4-1)2' .-------
O�GOoo�
0 o d 4 0
A®B Q
O OOO�
oQ0 ® 0 06
It, 004 0
U
CONVERSION RISER
}'
ONE A14 BAR HOOP
pas EACH SIDE OF OPENING
ADJUSTMENT RINGS 6"
R„
CONVERSION RISER
6'
3' 81l4"
I i
Yj jr Y I I f
I( II I I I I
II II I I I l
II II 1 I I I
I( II I I I I
I.L SS' I I L
I I I I
I I I I
1' 11-112' I I 1
L _-J i I
DEPTH: 3-52' TO IE OUT
04UL .$ OTNERV41SE NOTED, DRAWING 1$ NOT TO SCALE (NTgj
STD. PLAN - 200.40
PUBLIC WORKS 77pitmo
URDEPARTMENT CONVERSION RISER GAZ 9/28/2018 1
RATE
z
EncomDass
N
o ENGINEERING & SURVEYING
WeAem Washington Division
165 NE JL.n ipff Street, Suite 201 E lssaquah, WA 98027 E Phone: (425) 392-0250
Eastem Washington Division
z 407 Swiftwater Blvd. E Cle EILITn, WA 98922 E Phone: (509) 674-7433
w
CEME
OIPA LL QUITER
f : {SEE No r€ 3;
calmGOINCAEM �- DEp9tI fIIOrIG1flaC
SMEWr1}S -. / • MIMIXTAIL1111111111.II Mn
� r
TYPE C-28 - Isom M- IC Vll Yw
jWMVERCIA' , vvrTH BUFFER)
NOTES
1 When a driveway width axCeeds 15 fee,, Oensluct a full dap-)"
expen alon jcAntwln 3AIr joint filar morn he dfamny lane Rncs
f ACXOF rxxe
(aeo std. plan i(12).aHUC axpmRxim Jdntfi parajVnVvAIh Ifle
Nei c aeeo$waaEEDCLAN Utrlu
�7!Ia fl!•[T
can'.�nrLs se ad 15' rraXim Urn ep Brig when drrvvry y
wldt}1s oxce>'d W.1110
C0WrFIACPprl.4ur
m to )^w T
6 %TR ftwor
Y
2- Seo std. plan 102 for sidewalk doiails
-
3. Curb aD3 gullw shown. othw curb des[Wim may be spaCged.
See FW. Plan 101 tar curb I:k"a
. 1�
4. Not used
5, The ar4naer will design all driveways to Ind L"de etevalloets at all
tsar= DRr o"y Ln4cnvo,NaL 19W�
p0inls rrlerlied with iym Gal 'X', All elevitbom ale at the back o1
xy 1a I1N+ rr fu1 DFr K
OF,PRE SS ED ILEONpLI1RIIC CUHB a Gu'TTH DI r+Vll-
GDrb lop an uphll side,
8 Not used
7 For Driveway Wd tl. Be* WilVEWAY STANDARDS
(Sage NOTE 10). The exv"ion joints (see wd. plan Toe) shall be
spaced ss shown In the co reepondinq halns'J1c view.
S. Slopef shell Damply wish soo5aR6 R303ZI or F 303-2.-2 or
_ - FACE OF AD)ACE147 001110
R303.2A of jhe Rc.ised Rrafl Guld0nd4 for Accouible Fubl °c
- 1
Righls-CF Way DCtioveraba 23, 2U45 (AWAO).
'
9. Cwt returoe for any Type C MAX Drivirmay may be app caved on
t�R
�a
a owwbybow
. � R SURFACE
F
10. STREET STANp WD5 E Renton Mu n:t last Cede (RhAC)
I, A.
True IV Devdopmeni Regul;Marn
/�
CHAPT€ 1169TR FFT AN 0 UTI UTr STAN CARDS
' .
SBL*Ien 4-15-660S rIT STAR DAftOS
DEPRIMED CURB DETAIL
AT AnKN9#nAL OR DOILRiEIIIII 041 VEWAMB, AM I1 AM
DRIVEWAY STANDAfRIN - Aentdn Munrcipai Code [amo
�l
TWO N DmiopmeM Rogwl4pn8
Drivewvsy Example: TYPE C18
CHAPTER
R-PANmwdm O-Dommumal - I
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Hlydbal I`
Sealun 4.4-M PARKING, WADING AND ORNEW AY
ice% w Le r Ou+�7
REGULATI10I<1S
*-GLft We0 &WOODourw
PUBLIC WOHK:
CF-MENT CONCIII
bRIVEWAV
PLAN- 1048
RO%
�f
•� E1EPAr?.T'.I1''NT
ENTRANCES - NOTES AND DETAILS
DocuSign Envelope ID: 6EECF6B6.602A-4E4A-B436-A317AA638878
CURB OR CURB AND GUTTER
}BATCH TOP DF HOOD
TO TOP OF CURB [TYP.)
14000
DD NOT INSTALL SAFETY BAR I DEBRIS GUARD 1 1R' MIN.
(VIP)
20- x 24" VANEO GRATE
FRAME
ISOMETRIC VIEW
CATCH BASIN
GRATE
._ )•
SEE DETAIL
Sa0w
/ 1
-W (WIDE 318E}
4
CATCH BASIN TYPE 1
• - 407 (*1 DE SIDE)
I
CATCH BASIN TYPE 1L
SEE NOTE t-
SECTION A
HOOD LEVEL
s
I rr MINI.
SEE NOTE
HOLE OR SLOT FOR
ATTACHING HOOD -
-el MIN. -
1"MIN.
201E4-
SEE NOTE 4
(TYP.)
SEE NOTE 2 _
(TYP.j j
f4' MIN.
TOP VIEW
FRAME DETAIL
NOTES:
f. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ftOTATEC 90 DEGREES SC THAT THE
NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO
CEEFTVALINE OF YHE PRECAST CATCH BASIN. PLEASE NOTE THAT THE CENTEAUNE OF THE
GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN.
2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT
MANUFACTURERS. HOOD UN ITS SHALL MOUNT =SIDE OF THE FRAME. THE HOOD MAY
INCLUDE CASTING LIJGB. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS
ARE NOT ALLOWED ON THE HOQp.
3 ATTACH THE HOOD TO THE FRAME WTTN TWO 34• * 2' HEX HEAn BOLTS, NUTS, AND OVERSIZE
WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING
ACROSS THE SLOTS-
4. FOR BOLT -DOWN GRATES. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY
ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 5,M" r - 11 NC k 2- ALIEN HEAD
CAP SCREW. LOCATION OF BQLT-DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS.
SEE BOLT- DOWN DETAIL.
5. ONLY DUCTILE IRON VANED OPIATES SHALL BE USED SEE STANDARD PLANS Z04.20 AND 204.30.
S. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED
PRODUCT IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY
TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING,
DETAIL SECTION A
FRAME
ONL45$ al -HE RWISE NOTED, PRAWENG 15 NOT TO $GALE (NIS)
STD, PLAN - 203.00
PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE Ipp
q .°
:45 A + DEPARTMENT INSTALLATION GAZ 9/28/2018 ! :45 AN
DATE
OyE E. MSC
WAS
Q'
� z
39897
° is 1
ssIONAL �
03/11/21 N 0.
USE DETAIL ONLY IF COR
STD PLAN 204.20,
RECTANGULAR VANED
GRATE, DOES NOT FIT
REVISIONS PER CITY COMMENTS
REVISION
aQ IEY/1CLYOFf 1ErLtlWial X+rl?5 - _
t •�.
_ VA )SRENOIF 7. 4 Eye
- •- _ -
rfEE ROTE 1,
L6LT I><1tE 1
fair W PAVER I
onNm+Nf. IWdualFa
al EYugxM a01'rt (M..I
1TEx110n Z'a
ItRoraELA
rp4SR4TE
2
ILr �
g
ui EI,-Ie E
A
C[H YpIA'}�E
FEE rtllE >' -#
[.1,DETE
v
r1YY wyIKd"i a cIp LGN Oil
Ef.p�lrt'1.1 E$4oIE II
4a•ccr.I
1S srD "n 11A - PLAN NEW
vwfa
- lsFEim,eu � 41.
w. SEE norLalT�.
y L
e'dY1 4'Eer
ik Tv rrw
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W.
Mini:oo't :=aV E4„Styr
EprE 1'
ETo n.AR
Nmk%Lv W rylwan iLOPEILLURE EIIfryAE ESADaERaTlfEl
,I Ifti ��..
E
1Y'`
I.
I clslvxYEAr,tr neuT*.c
, - �
O
uCGINE ELarE eamr-
6H�ENEr/�-CFeALEb
- _�
I
I -
EcsW IL
BMQX
YfEW411
TYPE R18 - ISO MET RiC VIEW
[R.ESILIENTIAL V4ITHBUFFERj
L'F41 4 Gt r TiI44 TE
IIWI14 W r,E#
IaEf rwGn s,
0
PUBLIC WORKS CEMENIT CONCRETE DRIVEWAY
OEPARTMENT ENTRANCE - TYPE R1 B
DocuSign Envelope I1):3B1B34D3-7EPOA-476C•ADB3-4329FFEI)C1C8
-1ERING
)LT HOLES - 3 PLACES
DUALLY SPACED 120' APART ON
1f19- DIA B.G
3XIO GROOVE PATTERN
DIA- PICKHOLE
7
I- 25' DIA r
- 3fq•
x 1)x
B3E4" !
(TYP,) -"-1
COVER SECTION VIEW
• 26 V2" DIA.
25 1 f4- @A.
DIA NEOPRENE GASKET
For NOTES STO. PLAN 104.2
STD. PLAN 104.3
G-egg :, rn-� r rn•. x •. P u h lY wwka AdrrllnlsUiler
(S) RLT SOC. (ALLEN HEAD+
NS--11 k 1.5 SS ROBBER
WASHER
EON BOLTING DETAIL
114- 1 1115"
R1iB"
GASKET GROOVE DETAIL
_ lie• � � ' rr2-
e
S+A, 23 S+B' D70. CL OPEN
27 51i8^DIA. SKID GROOVE PATTERN DETAIL
34 VV DIA.
FRAME SECTION VIEW
NOTES:
1 ALL COVERS SHALL BE LOCKING UD PER €J No, W170
OR APPROVED EGUAI..
2. THIS COVEit SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRLVAIE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-CF-WAY.
ll AESS DTHER W LSE NDTED, DRAWING 15 NOT TO STALE INTSj
STD. PLAN - 204.40
• PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT (PRIVATE) Aartin PastuchWJ-3/2020
u ,eaaaceo DATE
SURVEYED:
DESIGNED:
DRAWN:
TNF
NEM
4/2/21
CHECKED:
BY
DATE
AP P R
APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
9:48
DocuSign Envelope ID:6EECF586.602A-4E4A-B436-A317AA638878
FRAME AND VANED GRATE
h 5-
r. 41, R", 12", OR 24,
ONE 03 BAR HOOP FOR 67 HEIGHT
INCREMENT fSPACEO EQUALLY).
SFF NOTE T
RECTANGULAR ADJUSTMENT SECTION
' �lop
�e
l_Rl -
k
I �
#3 BAR EACH CORNER s It 1
43 BAR EACH SIDE`
li3 BAR EACH WAY
PRECAST BASE SECTION
A13 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12•
CONCRETE
ALL METAL PIPE
IV
CPSSP•,
1r
STD. SPEC. e-0520
SOLID WALL PVC,
STD. SPEC_ "5.12(1 }
Y6,
PROFILE WALL PVC,
STD. SPEC_ 9-b5-12(2}
15„
' CORRUGATED POLYETHYYENE STORM
SEWER PIPE
NOTES:
1 AS ACCEPTABLE ALTERNATIVES TO THE RFBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFECATION
9-05-59(8}), OR WIRE MESH HAVING A MINIMUM AREA OF
D.12 SQUARE INCHES PER FOOT SHALL HE USED WITH
THE MINIMUM REOWRED RESAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIREMESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO T14E REBAR SHOWN IN
THE RECTANGULAR ADJUSTUENT SECTION, WIRE MESH
HIVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BEIII SIP D
2. THE KNOCKOUT DIAMETER SHALL NOT HE GREATER
THAN 291. KNOCKOUTS SHALL HAVE A WALL THICKNFCS
OF 2" MINIMUM TD 2.5" MAXIi UM_ PROVIDE A 1.5'
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION
3. THE MAXIMUM DEPTH FROM THE FINISHED GTiAOE 7O
THE LOWEST PIPE INVERT SHALL HE 5 FFET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A FATE OF
1 H-24V OR STEEPER.
S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST RAZE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HA, BEEN PLACED. USE GROUT TYPE 2 FOR
NONw4HRINKAPPLICAT1,01NIS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9120.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION $04-3. THAN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AN13
gkwFs.
S. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH,
11. ALL MORTAR JOINTS SHALL SE TRIMMED FLUSH AND
SEE NOTE 1 fZEMAJN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION UNL4$$ OTHERWISE NOTp°, PI AWENC 15 NOT TO VALE (NTS)
STD. PLAN - 20D,00
• PUBLIC WORKS APPq ED-
DEPARTMENT CATCH BA51N TYPE 1 GAZ 9/28/2018
DATE
Know what's below.
Call before you dig.
%R
CITY OF
RENTON
Planning/Building/Public Works Dept.
fia BAR EACH
CORNER 16' MIN.
:45 A
R-418205 A-NNNNNNN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 04/07/2021
SIERRA HOMES
FRONTAGE 1WROVEMENTS
STANDARD DETAILS
DATE:
04/02/21
nELDBOOK:
PAGE:
DRAWING NO:
C2.01
SHEEr: OF:
5 6