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r FACE OF CUR13 � 62 1' CEMENT CONCRETE'
CTR" ' 11 -.,.--SIDEWALK IMP
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FROM
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0 r•, FI ROADWAY - 3f8"PREMO1.DEf]
I(,' MELT �+':IOINT.FILLERI
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REY
Al
oEWAfdC RAMPS AND (LANDI s,
iFACEor..ADJACENTCURB
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B AN15� QTTE� _ sSS�cLII D�a t r71i s3 Et
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FACE OF ADJACENT ✓•rURO
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Tr FLUSH WITH GUTTER �11 r T r _1 .I 1 ,140A I ff
[-PAN ATSIDEWALK,.
I+; I_ IRA P ENTRANCE(
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i1r2'RJ]-'-ROADWAY f
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r D P ESSED CURB�ECTIO
AT RESIDENTIAL AYS ONLY.
J -- [FOR COMMERCM DRIVEWAYSSEE STD 1p4.2
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YSEPRESSED CORBSE t;�FACEOFCURB
O SIDEWALK RAMPrS
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FAC; OF,ADJPICEN J CURB r L. _. f 7�j,
y• �GiJTTERSURfACB-
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PREMOLDE6 .� ❑
-JOINT FILLER �Jr
�^EFULL-DERTF1 'tI Is 1f4•,_
6XPA,S 701NT' 1 r
rl - 1-1 � - CEME CO CRETJ
I 1--7 -
DEPRESSED CURB DETAIL]
AT RESIDENTIAL TOR COMMERCIAL DRIVEWAYS. iiid ALLfiYg',
H GENERAL`NOTES:
i.l alandaN p49ns �02.,e_nd 101.1 for eu expansion and contcachon Joint spacril
1i I.3 All JoInt s Bahl pmTgided joint filler.
or_
� Depres3ed ManorMic 13riv6way Cuff& Iau@er Se�Oif see slardard Plan 154.2 )
IPUBLiC_]WORKS I BEM NCI -CONCRETE Clitl S STD.PLA�Ic n-Oi
IDEPWRTMENT
I
Cut Rockery Detail
(Not to Scale)
Compact soils above rockery to an unyielding
condition and cover with erosion control
matting and vegetation. Vegetation to be
maintained until established.
2 Ft. 12-18
(Min.) inches
1
6
Total Height (H)
(Max. 6 Ft.)
Native Undisturbed Soil
(minimum 12-inch embed) Base Rocks (B)
Width varies with
rockery height
Rockery
Base Rock
Height (H)
Width (B)
6 ft
2.5 ft
4ft
2ft
0
1/6-1
CURB FRAY 8E OF
ROCIIIIIIIIII
lAr
-01
PLAN MEW
FLTJ MMIDGRATE-NOrMCLUDED
IN CURB AND D1,1CrE11B10 MINA
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AWUffrA9WBECr10N'-NOrail IDED
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1NQIREJWDt9LITTHr:BIDTIBA
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G►TaHBA0U1-1N1rBiG.W®
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sICURBJwDaUI'letl®DDHI
SEC11ON D
GENERAL NOTES:`' y
1. The Intent of this deWgn Is f 0 fadlitate the removal'
:of a 6".1iasin with f18nli'nel diituftillm `, 1
of the (Curb,
2. The expaimlon JdC nW of the .411
adJ8C6nteldwwdkShall
be-adJwftd to be In
one'wltls lbw`s curb
expan*n Jglrtt8.
ISOOE41C MEW
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CEMENT CONCRETE CURB m' FLAN ' 1MA
+ + PUBLIC WORKS INSTALLATION AT PROD:
DEPARTMENT CATCFI WWJNS .
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NOTES:
1.
Rockery construction shall be in accordance to
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the Associated Rockery Contractors (ARC)
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standard rockery construction guidlines
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2.
NGA shall approve all rockery materials prior to
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construction.
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Remove loose surficial soil
from
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this area and replace
3.
All rock shall be sound, angular ledge, with a
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with rock spalls
minimum material density of 155 pcf.
N N 0
1a W
4.
The base rocks shall measure as provided in the
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table and should be placed with the specified
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Medium dense or
dimension perpendicular to the cut.
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better native soil
2V
<2g
Free -draining backfill (Max. 3% Fines) of 12 to 18 inches
5.
The base rock shall be embedded at least
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-116
wide layer of 2- to 4-inch rock spalls
one -foot into the competent native subgrade.
m
0
— Stable cut face in medium dense
6.
Each successive rock shall bear on at least two
or better native soil rocks in the lower course.
7.
The face of the rockery shall be battered at
0
- Filter fabric
1 H:6V back toward the cut.
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- Washed rock with min. 6 Inches of
8.
A rock spall drainage layer, 12 to 18 inches in
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cover over pipe and a minimum of 2
thickness, shall be placed between the back of
1 o
inches under pipe
the rocks and the cut being protected.
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- Minimum 4-Inch diameter rigid PVC perforated pipe;
g.
A minimum 4-inch perforated drain pipe,
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Min. 11 slope to outlet
embedded in at least 6 inches of pea gravel or
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washed rock, and wrapped with a filter fabric,
shall be placed at the bottom of the drainage
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layer. The filter fabric should extend between the
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native cut and the drainage rock to minimize soil
- -
fines migration.
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fhl'xrF iT _ -
4�x =oI
cvc� ,m RAISED EDGE DETAIL
EXTEND SIDEWALK TRAl�YERSE F
' ,' 7'-'.-7fe pNJ PAEMOI➢EDJOINT FLLER�,
112'�NI �7DINT3_TO INCLUDE R. EOOE E_J _- DIS7c �. 1 _i�"r EE S AILS`a ;c �• ^IA% r nit
a �3EESTOSi7NG R471DWAY.�t�PM R.�r � w �" _ - RUSHED RO�CIT Ir I .,
- - - .�:. L. -
vctir-SEE RAISED -'
TYPII UNDER • CRD9HEDSURFACINO TqP CO11R5E (C�'r���
.;.. N. �D_EWIWt� L OIAPACT TO 95R L1ooin EP.PRO
�� 11'VITft RWSEQ E U. FLC AEaU�REMENT WANED 6Yp>L
} ENWNFJER]TYPICAL i)WER W.CUR&i
r7', pI�J R"f%�'P,.,_T BUTTER a SIDEWALK, CSTC UNDER
I L -._alai 1_ CURB A OUTTER TO BE 6•THICKNESSOR
FOR C11Rs DETAILS
t 1 i+ �IWCH E1aSTIN0AOAOWAY CRUSHED ROM
ll -li ] rJ f l= . _Nd► v, , ,..SEE BTD PLAN 10, BASE, WH,CNEYER IS GREATER C", FOR ".
ALL CURBS fL • - =' roll E0GRADE1'flNi�j�,,,� v -._..� — III n
p�
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it
(,ADJACENT I O CU
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IBARRIEt+t =lg[E
-- -SIDEWALK
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CANTRAC7 PlANI
,ram R.IT'l
VERTICALSAE TIETA{=
pu; PREMOLOE0
_ -JOINT FILLER-- `
ADJACENT TO CURB AND RAILING OR W
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CONCRETE
err R
raacuRBDCT
FEE III nANt�p�
ADJACENT Tf� ICUitB] l
_tWEEP FILL SLOAES}'
r ALL OR BARRIER
PR9ADLDBO
If _
r I JOINT F1LLEii I
NTT 3 Wpl�T1CtL
'&10EWN.K EI -.—" SEE NOTE_701� � o - + �J •� P' � , .
f) Fm cuRs DETAILS'
1,5%A 1�-'--L = uLSEESTDFLAI -�
- ---t— Imo- ' _ IDRER F�NITC�H EXISTING
t
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SURFACE NOS OF CONCRETE—
(.Fl 1NHs�SiRN� 1�01r) BELDw TGP --
fiCANn FWSH IF PAVED
V• I
_ -``. __ td•� - _ •�. ICEMMT CONCRETE CURS_
ADJACENT TO BUFFER STRIP �r (� r J ICURBAJAOURER81lQ
J C,F�.O�R CURS DETAILS
FEE j.
r t (�• -_ `'�/ E sro RAND, -C
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NOTES(
be the1[, "Foureeminirthue spedAasw�ldt-11sle']A-n r \ f CONTRACTIONXUT-L
accessible route: — free Ot Ve IN53DEWALKol L ►I y'' r• s ►�>`� /�'� J[ - •+ v
and horizon tat obstructions. Graf -,� FULL -DEPTH EXPANSION JOINT
IN DDiT1 L •—' •�•`R i 1•P
Access Covers, JurwdlDn Bares, � I � .-:- - _ _ CURSAND31DEwnuc _LLsm►uxIBLf L
Cable Vault9, Pull Soxee attd other +r ,R _
appurtenances whhln U,0 SWeweNt� ``'.`' _ 3�J C fi7NTRACTION'�OINTI
-must be flush with surface, and match - - _- f" -
-- DETAJ a ....
u
grade of Dsa akiewalki . I JOINT ANO F
2-Monolithic lCenLien�Conue e�CtwL and �- I �Lv_ •�'
.Sidewalk is not permltted_In new Fo1rpVlBrre'ft3TTST1d NOTES seed - *' : 5-r -.��;* 'I
construction. When replacement
necessitates a Monolithic Cement 3T0 PL4N -
Concrete Curb build per WSOOT. PREMOID
Standard Plan F-_30.IAU1. Paved surfaces must comply_wi@, uaNT nL!£R
3 :aWbe4,000PSI, ; -STO PtAN,
AN5101�
r rypl l>p RKS CEMENT;CON - v
_ • , P1,18�J .�1 GRETE `PiL►N� 1�OE�
�8affMLNT $IDEWA�K �Pf' 7 L
HE' - 7 I C
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38" I
Gregg Ammerman, Public Works Administrator
SE-5110 Bench Specifications
73"
•l rV ►A tul .._... ...__
EXISTING ASPHA
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MiNIMUM
7" HMA (or ACP Class B)
(SEE NOTE 1). OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6' CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER, FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
PUBLIC WORKS
7� DEPARTMENT
Material:
1/4" x 1 1/2" steel slats
17/8" horizontal supports
2" x 2" steel for legs
All steel is welded together and
powder coated
Options:
Mounting: Surface mount or in -ground
Length: 6' standard
24"
1
38"
18"
leave min 2" inches
to the top of the hole
18" concrete Surface Mount Plate
1N
16"
In -Ground
1) Set the bench in the location where it is to be installed, mark the ground where the 2 legs are
going to be cemented in the ground and remove the bench and dig the holes 18" deep.
2) Place the bench in the holes and make sure the frame is "plumb and level"
3) Pour the concrete in the holes so it is no more than 2" from the top of each hole. Make sure the
top of bench is approximately 18" above the finished grade.
Surface Mount
1) Set on the concrete where it is to be installed and mark where the mounting holes are to be
drilled on the concrete. Remove the bench and drill the holes and bolt the bench down.
ADPACIFIC OUTDOOR
PRO D U C T S, I N C.
"NOTE: Graphics are not to scale. ** www.pacificoutdoor.com
CURB AND GUTTER 1
REPLACEMENT DETAiIL
STD. PLAN — 109
PROJECT NO. 18242
Z gIDEKO
F WAS
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
A'•, 41846 0 '� PLANNING
o,:•:;G�STER,`�•c�' DESIGN SURVEYING
FSS/ONAL ENS\
11-Lf-ZI 12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RECORD DRA.WING
SURVEYED: SCALE: DATE:
RDW VERTICAL: NAVD 1988 OCT 2021
DESIGNED: SHM
HORIZONTAL' W1983/1991 CITY OF
FlELDBOOK:
— DRAWN: URI R E N T O N PAGE:
CHECK ED: sEs ONE INCH DATUM Nuiv ROAD AND GRADING DETAILS DRAWING NO:
CHECKED:
AT FULL SCALE Planning/Building/Public Works Dept. C3 31
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SHM SCALE ACCORDINGLY SHEET. 8 OF, 11