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5 FACE OF CURB
1 61/2"
6112' V
1/2"R. 1"R• 1:24
TOP OF
D iol 1/2•R,� ROADWAY
D
,D D •
, D a
D ,D
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 1 2 FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:1z t:za
TOP OF
///- , 1/2" R. ROADWAY
F-- 1 -6- -
DEPRESSED CURB SECTION
AT SIDEWALK RAMS
6" CEMENT CONCRETE
112' R. �I 1" R SIDEWALK RAMP
VARIES OR LANDING
FROM A -
6'TO0 1
' .
D
6 ° _ D
� D
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2"
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
�- V 1/2"R, ROADWAY
Z. D \\
D D D
D • D
D D D• • • tD
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1D4.2
�- FACE OF CURB
FACE OF ADJACENT CURB
\ GUTTER SURFACE
61171
rl
1"
112" R.
�- TOP OF
ROADWAY
•D
1" R. t °
° I B 114"
D • D • CEMENT CONCRETE
'• ' . TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan ID4.2
PUBLIC WORKS CEMENT CONCRETE CURBS I� - l01
DEPADEPARTMENTPRED
6' MIN.
(SEE NOTE S)
VARIES ISEE NOTE 7) _ _6 MIN.
(SEENOTES)
1 O LF OF PAVED
DRIVEWAY REQUIRED
315' EXPANSION" JOINT (TYPJ
CE
(SEE STD. PLAN 1021
CE
I
SR
"c
9
1
z
SEE NOTE 5
fl
N
N
g
TENT
ICRETE
:WALK
`�J
nv SEE NOTE'1 CEMENTCONCRETE J RAIN WITH 12H IV a CURB a GD TTER
SLOPE (TYP.) ISEE NOTE 31
16• CONTRACTION JOM (TYPJ
(SEE STD. PLAN ID21 PLAN VIEW
VARIES
(SEE NOTE 10) S 3% LUX. SEE NOTE B ITYPI
.I
6- MIN 0' MIN
CEMENTCONCRETE 6-MIN DEPRESSED CURB A GUTTER
SIDEWALK O 18' EXPANSION JOINT(TYP.) (SEE NOTE 30
SECTION A ISEE STD. PUN 102,
120.(iYP1 910EWAlN W'IpIN
DIFFERENCE IN SLOPE MAX
DRIVEWAY WI ITME SLOPE (SLOPE SHOWN EXAGGERATEDI 1 5Y,
' D • C • DRIVEWAY •'MIN
uDRNEWA� W"R E� ^VE �/ D SE ON O
CEMENT
CONCRETE
SIDEWALK
TYPE R16 - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CEMENT CONCRETE
CURBS GUTTER
(SEE NOTE 3)
For NOTES STD. PLAN 104.2
tic p STD. PLAN - 104.3
�+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR VED:
DEPARTMENT ENTRANCE - TYPE R1 B
ATE
-IaEErFQI62 /a'R K 5/8"D DUMMY ,AINT - .- SEE NOTE
2• - o' 2' L" b
3/11PIP E.MOLD ED JOINT FILLER CT rp} -
CENEN' GONCAETE
CuR9 AND Gurrot
FACE OFfit-
CENTEAL:W OF
FIWAE & IX311Tti
5 1 2" 1°
_
MATCH
F.9AMErLV96RATE-M1QrIYGLLIDEE!]
112" R. )
RQADWALY
IN CURB AHO OUTT ER BID ITQA
SLOPE
r
MP OF
0 1�
.' RD447wAY
1r"E
• P I
o-• • .
Pr. -
A0JU"5NT SECTION - NOT INCLUDED
IN CkAH AND {3 UTTER 9111 ITEM
•
ICATcH R4151 N - NOT W"WED
a
IN CURB ANO;3 UTTER &P nEA3
'P
SECTION
UEPNERAL AOTFS:
1. The intamt of Ns design is to facilitate the removal
of a ra(tGh basin with minimal disturbance
of the curb,
T110 axpa 148 Orl joints of ttTa r' r
i
adjacent aldawalk shall
be edjusted to be In �
line with these curb
expansion Joints.
\ ISOV-TIil1C VIEW
� r
CEMENT CONCRETE CURB Sm. FLAN - 101.1
+!® PUBLIC Z9DRK5 INSTALLATION AT PRO'ED:
�Tw DEPARTMENTINSTALLATION
BASINS
J.A
LXIJ IINV AJNHF
!- PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
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.
��Y o STD. PLAN - 103
@� PUBLIC WORKS CURB AND GUTTER PPRO D:
,P� N toy DEPARTMENT REPLACEMENT DETAIL Z
ATE
LAMES
Encompass ��°FWAs�I�le
U�00 10ov�
ENGINEERING & SURVEYING
Western Washington Division 4
165 NE Juniper Street, Suite 201 IS Issaouah, WA 98027 ■ Phone: (425) 392-0250 IS Fax: (425) 391-3055 p 38285
Eastern Washington Division, ISTEg�
407 Swiftwater Blvd. IS Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 SjONAL
r-D 1 B "SEE CONTRACT)
ROW DING 2 0-• i� 111' IIN) R. (TYP.)
�'
CURB NOT INCLUDED IN BID ITEM -
15%
1.1-�
SEE RAISED EDGE ale' (INI PREMOLDED
V-0" SIDEWALK
DETAIL - THIS SHEET JOINT FILLER
ALL CUT MIN. (SEE CONTRACTI
SLOPES
12' IIN) R. (TYPJ
WITH RAISED EDGE
1 • 1 s%
URB NOT INCLUDED IN 810 ITEM -
OIL \
_•.S•'3
�H S1�R •• • • • •
F�
318"(IN) PREMOLDED
1 FINISHED GRADE 1 'N BELOW
JOINT FILLER
TOP OF CONCRETE SURFACE
2'-D- SIDEWALK
ADJACENT TO CURB
MIN. (SEE CONTRACT)
1' 0' 1' 0'
1/2" (Ir() R. (rYP.)
ROL nING
CURB NOT INCLUDED IN BID ITEM -
_ 15 %
3L8 VNII --�
BRIDGE OR PEDESTRIAN
MO DE2 . WALL OR BARRIER
PRELDEO
RAILING
JOINT FILLER
ADJACENT TO CURB
(STEEP FLL SLOPES"
BARRIER - SEE SIDEWALK
CONTRAC- PLANS (SEE CONTRACT"
WALL OR BARRIER
/ I I rl" (IN) R (TYP.I
FLUSH / I '•
CURB NOT INCLUDED IN BID ITEM - SMEWAJL
_ 15•n
(IN) PREMOLDED
VERTICAL WALL - JOINT
SEE DETAIL JOINT FILLER (TVP.)
e
IFJOI
(IN) FILLER
ADJACENT TO CURB AND RAILING OR WALL JOINT FILLER
SIDEWALK BUFFER STRIP
(SEE CONTRACT) (SEE NOTE 111)
SIDEWALK ADJACENT TO WALL DETAIL
12" (INI R.
v� tt��5�% _ 1 5 MIN
CURB NOT INCLUDED IN &D ITEM - B-
} 'r�ySm-:-L'+:3••.': :�
LEVEL I?
1/2'IIN)R,
FINISHED GRADE 1(IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
•'•
m
01
ADJACENT TO BUFFER STRIP
A' 1 pro R !" •
' '
�j BHOOrtED FINISH • • •
4-WIDE SMOOTH
TROWELED PERIMETER
•,,
A••�
RAISED EDGE DETAIL
1Z
A•
EXTEND SIDEWALK TRANSVERSE
,tea JOINTS TO INCLUDE RAISED EDGE
CEMENT CONCRETE CURB
ICURB AND GUTTER SHOWN)
i NOT INCLUDED IN BID ITEM
<..� For NOTES see STD PLAN 104.2.
Paved surfaces must comply With
/ STD PLAN 102.1 as applicable.
318' 1
CONTRACTION JOINT
IN SIDEWALK ONLY
EXPANSION JOINT IN BOTH •' •'• •?• l0'• • • , . _ I ,B•A?, l0 •.
CURB AND SIDEWALK � SEE 5TD PLAN 101 1 • I ; R • A , • . 'p
JOINT AND FINISH PREMOLDED
JOINT FILLER
DETAIL
EXPANSION JOINT (C; CONTRACTION JOINT
PLAN
PUBLIC WORKS CEMENT CONCRETE PPRO�ED: - 102
J DEPARTMENT SIDEWALKAff
F061
a
CEMENT CONCRETE
J ` CURB & GUTTER
(SEE NOTE 3)
CEMENT / DEPRESSED MONOLITHIC
CONCRETE CURB 6 GUTTER
SIDEWALK (SEE DETAIL THIS SHEET)
TYPE C2B ISOMETRIC VIEW
(COMMERCIAL, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
expansion joint with 3/8" joint filler along the driveway lane lines FACE OF CURB
(see std, plan 102). Construct expansion joints parallel with the aEEOC �� _ SEE DEPRESSED CURB DETAIL
centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT etON THSSHEET
widths exceed30', STD PL
AN T?R _ TOPOF
ROADWAY
2, See std. plan 102 for sidewalk details.
3. Curb and gutter shown, other curb designs may be specified.
See std. plan 101 for curb details. 1V
4. Not used. 4-1-
5. The engineer will design all driveways to Include elevations at all NoTe DRIVEWAYLONGITUDINALDVANSION
points marked with symbol "X". All elevations are at the back of JOINTS SHALL BE FULL DEPTH
curb top on uphill side. DEPRESSED MONOLITHIC CURB & GUTTER DETAIL
6. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shall be
spaced as shown in the corresponding Isometric view.
8. Slopes shall comply with sections R303.2.1 or R303.2.2 or - FACE OF ADJACENT CURB
R303.2.3 of the Revised Draft Guidelines for Accessible Public 1
Rights -of -Way of November 23, 2005 (PROWAG).
9. Curb returns for any Type C-MAX Driveway may be approved on �1• R
a case -by -case basis. D ---GUTTER SURFACE
10. STREET STANDARDS = Renton Municipal Code (RMC) v 1' R. D
Title IV Development Regulations
CHAPTER6STREET AND UTILITY STANDARDS
Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL
AT RESIDENTIAL OR GOMMERCWL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)
Title IV Development Regulations Driveway Example: TYPE C1 B
CHAPTER 4 R=ResleemtBl, C=Comrnerc W , t
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, -- J
Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Commercial)
REGULATIONS B=Buffer (Planting strip), Slenk=No Buffer
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY 37D. PLAN - 104.2
DEPARTMENT ENTRANCES - NOTES AND DETAILS
T
are
0-7"MAX. MIN. 5'-D" CLEAR WIDTW .
�- - - - - -I MUUI.fT UN PEDESTAL
PROVIDED WfTN N•O.C.
i-
- ---i 15.1J. UNIT,
1
----PLANTIQG 5T21PIG WIOT!-I
OTC) vQ21ABLE
"CI-102 1011-
PATTEfLlJ PER U.0• 3/e" x PULL DEPI1-4
-5/6' x FULL DEPTH c-E5•u PEDESTAL EARAM5IOAJ JOIKI T•
EXPAL1510N JOINT TEMPLATE.
WALK.
F20K F VIEW SIDE VIEW
NC7TE5
1.IN5TALLATION OF N.D.C:b.U, INCLUDING
CONST2UTION OF DAC�E WILL 8>= pare
3Y U•5. P05TAL. 5E1ZVICc.
NEIGN6URu000 DELIVERY AMID
COLLF-C-nM SOX UNIT
v 5 REVISED DITCH STORM DRAIN BCS 11/27/17 TJR
SURVEYED: SCALE:
VERTICAL: NAVD 1988
4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 n TJR DESIGNED: 1 =20e HORIZONTAL: NAD 1983/1991
3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR
2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DRAWN` BCS
1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: ONE INCH DATUM
TJR AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: TJR SCALE ACCORDINGLY
U.S.P.O. Neighborhood Delivery and
Collection Box Unit (Mailbox) ITlstallation
ADOPTED
CITY OF RENTON
_ +
STANDARD PLANS
LST DATE:1-Aug-87
DWG NAME:
HR-06 SP PAGE: H026
910,16 CITY OF
mu RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
BY: Date:
BY: Date:
DATE:
CARPENTER SHORT PLAT 10/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A
PAGE: N/A
DRAWING NO:
DETAILS 137nR
SHEET:
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