HomeMy WebLinkAboutR-407213- SEL HC EE4 .-3/8•H X 5%3•'D 'JUNN7 ..91141
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FACE OF CURB
6 12'_
_51rz 1"
12'R. 1"R. 1:24
1 1 TOP OF
to 10R. ROADWAY
� t to
1
I 1
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 12'_ FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:12 1:24
TOP OF
12'R. ROADWAY
� � 1
�I
1
1 6-
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3V
6' CEMENT CONCRETE
12" R. 1 1• R SIDEWALK RAMP
VARIES OR LANDING
FROM i
6"T00
6-
3/8* PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
L FACE OF ADJACENT CURB
_612" I-
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
t J p 12"R. ROADWAY
1 �}
I
t
1 6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
I - FACE OF ADJACENT CURB
r r ► '.� • • GUTTER SURFACE
PREMOLDED
JOINT FILLER
E'FULL-DEPTH
EXPANSION JOINT
r 6 12'--
512• 1'
12' R. 7 1" R.
1
to TOP OF
ROADWAY
6 t
I
8 1 M'
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. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Cdveway Curb& Gutter Secton, Bee Standard Plan 104.2
3rD. PLAN - 101
• PUBLIC WORKS CEMENT CONCRETE CURBS AP[ I' STD
DEPARTMENT�
_ BIO ITEIA IINCLU0E3310EWAtJ(RAIAPS)
6 1Im VARIES IEEE NOTE 6 MVI
"'EMOTES)
MENT
BETE
SID
EWALK
V
CCN *RUCTgN.q•rl 1
SEE NI J CEMEMCUNCRETE
ROTE
IV RA-
WITH IIN B CURB ■ GUTTER
3tD ri YP.) SEE NOTE]1
YS' CONTRACTION JGNT (TYP )
(SEE STD. PLAN 1021 PLAN VIEW
VARIES _
IEEE ND�tel B]x 1.AX SEE NmEBIMI
1
S• MIN VMIN
CEMENT CONCRETE S'AtIN OEPREBSEUCURBa GUTTER
Sx1EYALLK IBEE STD. PUN 102,
LS• ExPANSION JONT RYP I SEE NOTE ]I
O SECTION
IR' R(IP., SmEWMX VADIH
10% DIFFERENCEINSLOPEMU( -
DRIVEWAYW.' ITNE SLOPE ISLOPE SHOWN EXAGGEMTEDI tSY.
sx '
' - DRIVEWAY r,µ <uN
P e
DRNEWAY Wr RELATIVE -�_- BE 1. O
NEGATIVE SLOPE (MOPSMOWNEKAGGERATEOI / -��
CEMENT CONCRETE
CURB S GUTTER
(SEE NOTE ])
CEMENT
CONCRE-E -. IXVnW OLIIMC
SIDEWALK cum TIER
ETAS STD PLAN 1N.21
TYPE R1B - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
For NOTES STO. PLAN 104.2
STD. PLAN - 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE RIB APR � ® Z
i Al.
CONCRETE
IEEE NOIE S)
Gregg Zimmerman, Public Works Adm nistrator
� WITH 8' PLANTER, THIS SECTION IS LEVEL WITH SIDEWALK
Encompass
ENGINEERING &SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 IS IssaQuah, WA 98027 ■Phone: (425) 392-0250 ■Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. IS Cie Elum, WA 98922 IS Phone: (509) 674-7433 ■Fax: (509) 674-7419
3/a" IClQs
� OR NOTE
L ^ _ _ � cESENrcDIIa�Te
�- - - CUM AND ourl(aE
PI AN VIW
OF
CFMERLINE OF
FRAME° GRATE
6 1 2"
7T
(I Owl'
- -
I /?" R.
S 1 2•
1•
1' R
ROADWAY
FRAM AND ORATE - NOT IrIQLOm
- IN CUM AND a1JTT9t 610 RE11
i SLOPE
3 �
TOP OF
� R.t?�
ROADWAY
' s
AOJUBTLEMT SECTION -NOT INCLUDED
la aJM AND ourTER e10 t1EA1
CATCH &16114 -NOT INCLUDED
- INcuMAND ovrlveoil) lrEM
C
SECTIO^. O
GENERAL NOTES:
1. The Intent of this design is io faClitate the removal i
of a catch basin with minimal dia4lrbe110e 1
of Itte a1fD. -.
? The expansion Joints of to
adjacent sidewalk shall
be adjusted to be In I ��
line with these curb
expansion JOlflta.
CEMENT CONCRETE CURB UM. PLAN - 101.1
PUBLIC WORKS INSTALLATION AT PRO'T'D
1 DEPARTMENT CATCH BASINS �
SPECIAL NOTE
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH SAGE WITHIN TO FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
FACE OF GUTTER OR
EDGE OF PAVEMENT
TRAFFIC FLOW I I
I i
2" HMA
I I I CENTER LINE OR
- - LANE LINE
2" To e" HMA I { {
6 5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
1' 1' {{{...��� 1' 1' DEPTH OF EXISTING PAVEMENT
MM I p,{(y I VARIES �{ MIN MIN
2" SAWCUT AND REMOVE i\\\ i
OR PLANE, SEAL WITH `- 2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W I
,EACH SIDE)
6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA (9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 957 MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-0319), GRAVEL BORROW (9-03.14(i)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED \
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING, SNORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
STD0/ WSA
.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
PLAN - 110
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID '' PR'E:D
DEPARTMENT PAVEMENT WITH OVERLAY
D
�1 1�, 39374
AS-GUILTS
�sSIUNAL E��S
03/19/2021 N 0 .
REVISION
WALL
V.
SEE
°• RAISED EDGE DETAIL 1 -0' 8' SIDEWALK
LEVEL 1n' EMEND SIDEWALK TRANSVERSE 3/8'(IN)PREMOLDED JOINT FILLER
1/2'(IN)0. � MINTS TO INCLUDE BASED EDGE TYPICAL WHERE APPLICABLE
ROUI DING 2`Y• 1 72"(IN)R. (TW)
'• ,'� • I FOR CURB DETAILS
1 S% SEE STD PLAN 101
•, ►.'. �t4 � t �LISTINO ROADWAY
a• �t •Lkt' --_ �•. �- _ _ 1• / `%HUSHED ROCK BAS
SEE RAISED EDGE I -
1'-0' SIDEWALK DETNL-THIS SHE `TYPICAL UNDER CRUSHED SURFACING TOP COURSE CSTC)
MIN. SIDEWALK
ALL CUT OMPACT TO 95% MODIFIED PRO TOR
`LOPES WITH RAISED EDGE (UNLESS REOUIREMEM WANED BY
L"'.IIN)R(rvPJENGINEER)TYPICAL UNDERAllCURB,
GUTTER d SIDEWALK CSTC UNDER
�.0%FORCURBDETNLSCURBdOUTTER TO BE GTMICIOJESS OR
1.5% SEE STO PLAN 707 MATCH EXISTING ROADWAY CRUSHED ROCK
tV 0At . ` BASE, WHICHEVER IS GREATER (TYP. FOR
AHt ALL CURB d GUTTER).
FINISHED GRADE I'(IN)BELOW
2'-0• sIDEwALK
TOP OF CONCRETE $SURFACE
ADJACENT TO CURB 7, o• 1, o• MIN.
RIXl DING 72" (IN) R. (TYPJ
�.0% � 1 sy, FOR CURS DETNLS
SEE 6TD PLAN 10/
BRIDGE OR PEDESTRUW b'1' � •�`V�.l`%'y• ••'•r'•'�
ftauNo
FOR CURB DETAILS ADJACENT TO CURB
BARRIER -BEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES)
CONTRACT PLANS / I /----WALL OR BARRIER
t ' t/2' (IN) R. RYP.) J
FLUSH SIDEWALK
• 12' N) R
VERTICAL
-
DETAIL •X - ---I ••
DJB'(IN)PREMOLDED
JOINT FILLER ,
ADJACENT TO CURB AND RAILING OR WALL ((IN
PREM�EO
FOR SIDE JOINT FSEE
ILLER
TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALty K
(SEE NOTE 70)
aEGTK)N$ 1R'nr'00.
1 �') FOR CURB DETaLS
_7.6% 1_S%MIN_ SEE STD PLAN 101 �
J• - __. _ l' �• t:• � -GROOMED FINISH
OR MATCH EXISTING
�- a' WIDE. SMOOTH
FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE TROWELED PERIMETER
SURFACE FOR PLANTING -FLUSH IF PAVED �
t6,•O, fj,•g/. � K - CEMENT CONCRETE CURB
ADJACENT TO SUFFER STRIP - I. `/1E/ (�oM o+p �G�TER SHOWN)
i y I 2 ve• ro va•
NOTES �
i G
1. Four feet of the sidewalk width shall
be the minimum pedestrian .._ d SIDEWALKo Rno�aNr , . � • ••tom, • , ',
accessible route (PAR) free of vertical -' • • � �o
and horizontal obstructions. Gratings, ► "! k •
Access Covers, Junction Boxes, _ FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, PUII BO%a5 and Other CURB AND SIDEWALK (SEE STD PUN IOL])
appurtenances wtthln the sidewalk ` '`f�o� ]Is• . C � CONTRACTION JOINT
must be Cush with surface, and match
grade of the sidewalk. JOINT AND FINISH
--'- DETAIL • • .�.
i. Monolithic Cement Concrete Curb and •'P •• �2 � .
Sidewalk Is not permitted in new For Other referenced NOTES see
construction. When replacement work STD PLAN 104.2.
necessitates a Monolithic Cement PREMOIDE •
Concrete Curb build per WSDOT JOINT FILLER
Standard Plan F-30.10-03. Paved surfaces must Comply with E � FULL -DEPTH
3. Concrete to be 4,000 PSI. STD PLAN 102,1 as applicable. --
EXPANSION JOINT
-
1� PUBLIC WORKS CEMENT CONCRETE STD. PLAN 102
PPRO�,I?D:
� DEPARTMENT SIDEWALK j fl/`] f �� � 17
VARIES: 4.5• MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2)
1•
1
EDGE OF PAVEMENT, EDGE
OF CURB &GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
�
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
� J
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B
*FOR STORM AND WATER PIPE, PER STD PLAN 220.0
* FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH
'FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES:
1, WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2- PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, &INDUSTRIAL ACCESS STREETS -MATERIAL AND THICKNESS
SHALL BF HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL Z' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB &GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH STD' PLAN - 110.1
• PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR F'PR
: 1;D
DEPARTMENT RIGID PAVEMENT WITH OVERLAY j� I
SURVEYED:
SDM
DESIGNED:
EDM
DRAWN:
TLK
EDM 03/19/21 SDM CHECKED:
EDM
BY DATE APPR APPROVED:
NEM
SCALE:
N.T.S
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATA M
CEMENT CONCRETE
CURB & GUTTER
(SEE NOTE 3)
CEMENT ' DEPRESSED MONOLITHIC
CONCRETE / CURB &GUTTER
SIDEWALK (SEE DETAIL THIS SHEET)
- TYPE C28 -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 cLIRe
(see std. plan 102). Construct expansion joints parallel with the
centerline as required at 15' maximum spacing when driveway
aeacC '--
CONTRACTION Jain - °+rr
SEE OEPaEesmcuneDETAIL
on THIri S SHEETX
widths exceed 30'.
am0t
s ire
r
2. See std. plan 102 for sidewalk details.
y
--- ?.-
("'`•
t?R tDPOF
` -ti _ ROADWAY
3. Curb and putter shown, other curb designs may be specified.
� I
,'
See std. plan 101 for curb details.
• , '
�
1(r
4. Not used.
�~�----a-
•
i .
5. The engineer will design all driveways to Include elevations at all
NOTE DRIVEWAY LOHcnuDINAI IDaaNeloN
points marked with symbol "X". All elevations are at the bade of
JOINTS BHAtl HE FtnLoePrH
curb tap an uphill side.
DEPRESSED MONOLITHIC CURB & GUTTER DETAIL
6. Not used.
7. For Driveway Widths Bee DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see std. plan 102) shell be
spaced as shown In the corresponding I°ometrlc view.
8. Slopes shell comply with sections R303,2.1 or R303.2.2 or
R3032.3 the Revised 172att
-FACE OF ADJACENT alrm
of Guidelines for Accessible Public1"-
Rigbts-of--Way November 23, 2005
of (PROWAO).
9. Curb returns for any Type C-MAX Driveway may be approved an
a case•try-caae basis.cdurrERsiniFncs
10. STREET STANDARDS = Renton Municipal Code (RMC)
� A •
Title IV Development Regulations
�• � ,
' P
CHAPTER 65TREET AND UTILITY STANDARDS
Section 4.6-060STREET STANDARDS
DEPRESSED URB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS =Renton Municipal Code (RMC)
Title IV Development Regulations
Driveway Example: TYPE GIB
CHAPTER 4
RwRo•MeMld, CrCommarelal -- ) 1
I
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Nlardl•roflana,-
Section 4-4-080 PARKING, LOADING AND DRIVEWAY
(MAX-4 Lane camm•Iresp
REGULATIONS
a-Burter(PrermnsSlrip), elanlL.IdoBWrar -'
p
PUBLIC WORKS
CEMENT CONCRETE DRIVEWAY
31'D. PLAN - 104.2
RD:
DEPaR'I'btEl`T
ENTRANCES -NOTES AND DETAILST�
0.5'
SIDEWALK
0.5'
EX. GRADE VERTICAL CURB PER
DETAIL 101 (THIS SHEET)
BLOCK WALL
WALL, CURB, SIDEWALK CROSS SECTION
Know what's below.
Call before you dig.
• CITY OF
RENTON
•
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS c�
SAPPHIRE ON TALBOT
CONSTRUCTION DETAILS
DATE:
0311912021 =
FlELDBOOK: N/A (��L
PAGE: NIA Cl-
DRAWING N0:
18615 U�
SHEET: 14
OF: 19
R-407213