HomeMy WebLinkAboutR-4082104
I
S. W. 114 OF S. W.
114 OF SECTION
04,
T. 23 N., R. 05 E., W. M.
CITY OF
RENTON, STATE
OF
WASHINGTON
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3
FACE OF CURB
_6irr
5 1/2' V
' tot TOP OF
12-R. ROADWAY
1
bI
t
1
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
—6 1r2r FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
1r2' R. ROADWAY
1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
aw
8' 1 CEMENT CONCRETE
12' R. — i' R SIDEWALK RAMP
VARIES OR LANDING
FROM
6'TO0 )
6-
I
3!8' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
—6 Irr—
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1• 12' R. ROADWAY
2" 1 L
I
1
b
T
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIALDRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
FACE OF ADJACENT CURB
• ► .� • • GUTTER SURFACE
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
—61/1
5 1/2' 1-
1r2' R. — t' R.
1 )
� TOP OF
ROADWAY
1
f
8 1/4'
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
I. See standard plans 102 and 101.1 for curb expansion and Contraction Joint Spacing.
2. Expansion Joint shall be lull depth, 3/8' (In.) premolded Joint rdler.
3. For Depressed Monolithic Driveway Curb Q Guitar Section, see Standard Plan 104.2
STD. PLAN — 101
• PUBLIC WORKS DEPARTMENT CEMENT CONCRETE CURBS Ili/1•'' '" I:Ii
BD ITEM(INCLUDES SIDEWALK RAMPS)
V Lim. VARIES SEE NOTE
(SEE NOTE a) (SEE NOTE e)
t0 LF OF PAYED
DRIVEWAY REOURED
3V E%PENSION JOINT (TYP.) - CEMENT
(SEE i . RN1102) CONCRETE
SIDEWALK
LZ SEE NOTE S-
. A
G
m � .
CON ON JOINT
SEE NOTE I OIiIYEWAY CEMENT CONCRETE
RAMP WITH Ia1:tVURB&OtJSLOPE ITYP.) a APPROACH(SE NOTE 3)
341• CONTRACTION JOINT (TYP )
(SEE STD. RAN I PLAN VIEW
ADJACENT SHALL REMAIN AT A D THATT HE MAX.
CROSS WITS
SLOPEADJACENT HE DR1UT, PROV APPROACH
IS NOT
EXCEEDED.
VARIES ELOPE WI THE DRIVEWAY APPROACH IX SM N CEEOED.
(SEE NOTE 10) OTHERWISE SLOPE SHALL BE ea%uAX � NOTE aSID
4' CRUSHED SUFACENO TOP OOUiSE 8'MIN e'MIN rnr.) CEMENT
C
(CSTC) COMPACTED TO 95% NOJIFIED
PROCTOR (UNLESS REOLAIM DENT W EXPANSION JOINT OW.)
WANED BY ENOINEEEW TYPICAL 11NDEli (SEE STD. PLAN 102)
ALL WAYENTRANCE
rse P CUPSaGUTTEIi—
(9EE NOTE NoYes9)
SECTION O
\ 1R'RflW,) eDEWAtJT WIDTH
10%OIffERtNCE N SLOPE All1x
DRIVEWAY W1 POSITIVE SLOPE (SLOPE SHOWN ENADGERATEM
tleVBWAY ••.� TIRII
OR
P
DRIVE WAY WI RR AT'VF ON
NEGATIVE SLOPE (SLOT
SHOWN EXAGGERATEO)
CEMENT
CONCRETE
SIDEWALK
PUBLIC WORKS
DEPARTMENT
A—
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TO
TO
Know what's below.
Call before you dig.
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TYPE R1B — ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CEMENT CONCRETE
CURB A GURER
(SEE NOTE 3)
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE R1 B
3/8' PREMOLOED JOINT FILLER (TYP)
FAAHOF ppgjg
CURB
5 t 2' . 1- (I.OB'
1/2' R. 1' R. WITCH
ROADWAY
SLOPE
•°
�.°•.T°• •11 R. .�1gr/
• •. II
D.O °
S' EENOTE2 /8'R X 5/"0 DUMMY JOINT BEENOTE2
2•-0' t
UR�00ENINCURSANV RMI E D�
ROADWAY
0®
CURBANROWrMHOOMM
s'
�,
GiTCIfBABW••NOTOtGIUDED
IN CURS AND OMEN BID ITIN
SECTION AD
GENERAL NOTES-
1 . The Intent of this design is to facilitate the removal
of a catch tiesin with minimal disturbarm r /
of the curb.
2. The expansion Joints of the`
adjacent eldewelk shall
be-edJUsted to be In
line vAlh these curb
expansion Joints
ISOFW41C VIEW
CEMENT CONCRETE CURB SM. PLAN — 101d
4 PUBLIC WORKS INSTALLATION AT PRO - D:
:± DEPARTMENT
�,_ CATCH BASINS
CE EAND
3/8" FULL DEPTH
EXPANSION JOINT
0
0
0
0
0
0
0
0
0
0
0
0
O
O
0
O
ANCHOR BOLT
PATTERN PER
N.D.C.B.U.
PEDESTAL TEMPLATE
y'
� •rJ:
�1'-6
FRONT VIEW
NOTES
1. INSTALLATION OF N.D.C.B.U.'S INCLUDING
CONSTRUCTION OF BASE WILL BE DONE BY U.S.
POSTAL SERVICE.
e RAISED EDGE DETAIL r • r a SIDEWALK
LEVEL iQ' EXTEND SIDEWALK TRANSVERSE 1' • r 1' • r
1T pN) R JOINTS TO INCLUDE RAISED EDGE ' ) PRENOLDEO,1gNT FRIER
ITT 1 N11ERE APPLACABLE
ROL ING
' .,. • 4 r — t 1T INN) R. (TYP.) FOR CURB DETAILS
b � 1__6% SEE 310 PLAN 101
P t'pMR ' dt" r'-•t•'1 _ _ yv , CRUSHEDROCK A
s. �.AXSnNG ROADWAY
• °. t1'•
SEE RAISED , � _•
SIOEWAU( DETAIL - THIS TYPICAL UNDER • CRUSHED SURFACING TOP COURSE (CSTC)
ALLCUT M41. SIDEWALK OMPACF TO 95X MODIFIED PROCTOR
`LOPES WITH RAISED EDGE (UNLESS REGUIREMENT WAIVED BY
C/ lrr prga (rw.) GGUTTEERENGINEEARSIDDEEWAALLKUCCSTECRI DEEIRIRB
-L OS / b t.ax FOR CURB �AIL3 CURB a GUTTER TO BE r THICKNESS OR
SEE STO PLAN 101 MATCH EXISTING ROADWAY CRUSHED HOCK
BASE, WHICHEVER IS GREATER (TYP. FOR
AFs ALL CURB a GLI
, FINISHED GRADE I•((111I.OB BELOW
2• -r I SIDEWALK TOP CF CONCRETE SURFACE
ADJACENT TO CURB t• 0• t' r MIN
ROU iT I" R (M.)
FOR CURB DETAILS
SEE STD PLAN lot
BRIDGE OR PEDESTRIANRAILING
FOR cuRe DETAILS
ADJACENT TO CURB
BARRIER - SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES)
CONTRACT PLANS �, DR SARRIER
1T (IN) R. (rYP.)
FLUSH I I SIDEWALK
1T MR
VERTICAL WALL - _ _ • • .
SEE DETAIL M!� °•
Orr( PRILLER ED
JDINT FRIJ7l
ADJACENT TO CURB AND RAILING OR WALL��
JOINT FILM
FOR SIDE BUFFER STRIP
TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (BEE NOTE 1q
SECTIONS1. 1T plAl R
FOR CURB DETAI
t t3% t.fi(%MW._ •..• SEE STD PLAN 01B i
YJyG .ariArW - GROOMED FINISH
EXISTING
OR MATCHE108TIN0
y d II' WIDE, SMOOTH
3 TROWELED PERIMETER
FINISHED OWE I' (IN) BELOW TOPOF CDNCREIE
SURFACE FOR PLAM010-FLUSH IF PAVED 0'
CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP ..� (CURB CURB
BFIOIVN)
��'" FOR CURB DETAILS
SEE STD PLAN 101
NOTES / iA 2 _ Ur TO 1N•
I. Four feat of ft sldewek wkhh shoo ® \ �'
be the minimum pedasbion COHTJOINT11ON JOINT • • .
lbi socesse routs (PI ores, of "I` � ��/ — IN SIDEWALK ONLY . a - ►
and horkontal obstructions, Gratings, \ \ ; a • .': R
Acoeea Covers. Junction Boxes, . \.` / FULL -DEPTH EXPANSION JOINT IN BOTH • ,' -
Cable Vauhs, Pull BOXES and athar . ���/ CURB AND SIDEWALK III STO PLAN 101.1)
appurtenances within the aldelvak 3ro C CONTRACTION JOINT
must be hush wM surface, and match
grade of the sidewalk JOINT AND FINISH
DETAIL , ..••.•�
2. Moaolhhlc Cement Cowe(a Curb end
Sidewalk b not permitted In new For other referenced NOTES see s 1 '
R
constC.W tlon. When lithicreplacementerwork STD PLAN 104.2.
necessitates a Monlollthk Ctmint
Concrete Curb build per WS007 PREAJOIDE
Standard Plan F-30.1043. Paved surfaces must comply with JDUIT FlLtEa
STD PLAN 102.1 as applicable. E FULL DEPTH
3. Concrete to be 4,1100 P31. EXPANSION JOINT
PUBLIC WORKS CEMENT CONCRETE SM. PLAN — 102
DEPARTMENT SIDEWALK I'I'ItU 'ha)
r
2'-7" MAX. MIN. 5'-0" CLEAR WIDTH—
( r-----
I I
I I
I I
I I MOUNJT ON PEDEWSTAL
I ______ I PROVIDED WITH
r , N.D.C.B.U. UNIT
3/8" FULL DEPTH
EXPANSION JOINT
f 6" WALK
r.
�a •1 _ f f
I—V-6"—I
SIDE VIEW
FOR NOTES STD. PLAN 104.2 NEIGHBORHOOD DELIVERY
COLLECTION BOX UNIT
STD. PLAN — 104.3
APPROVED:
DATE
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 e IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 e Phone: (509) 674-7433
NO.
AS —GUILTS
REVISION
* 11 BOXES REQUIRED
U.S.P.O. NEIGHBORHOOD DELIVERY
AND COLLECTION BOX UNIT (MAILBOX)
INSTALLATION
C.O.R. STD PLANS
DWG NAME: HR-06 SP PAGE: H026
SURVEYED:
SDM
DESIGNED.,
NEM
DRAWN:
TLK
KMR 05122123 KMR CHECKED:
NEM
BY DATE APPR APPROVED:
NEM
SCALE•
1 " = 20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
vERnCAL: NAVD 19M
HORIZONTAL• W198311991
DATU M
-2 rl' ►JAM ...��
EXISTING ASPHP
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET M Ntl MUN
7" HMA (or ACP Clves 8)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
4" HMA (or ACP Clos3 B)
(SEE NOTE 1), OVER
8 ' 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,
STD. PLAN — 103
!� PUBLIC WORKS CURB AND GUTTER PPRO D:
7� DEPARTMENT REPLACEMENT DETAIL 2
ATE
• Cl T Y OF
RENTON
Planning/Building/Public Works Dept.
pF WA,Sj�I���
I� A�
4 917
'GISTEgF
AL LANDS
5/22/23
AS -BUILT DRAWINGS PLAN
THESE AS —BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS
AS OF 05/22/23 (DATE SIGNED)
BY: KEVIN M. REESE
05/22/23
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
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R-408210 m
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
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28 HUNDRED UNIT L 0 T SUBDIVISION
DETAILS
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1211312021
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FV DBOOK. N/A
PAGE., NIA
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DRAWING NO.,y
1666.3
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SHEET., 10OF 12
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