HomeMy WebLinkAboutR-401212N
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�Q NOTES
1. Not Used.
J 2. All ramp and landing edges shall be separately formed.
J 3. Utilities structures that must remain are to be made non -slip or non-skid.
4 Utilities structures such as vaolls and junction boxes shall not be located In the Pedestrian Access RWe (PAR) of the
CC I Pedestrian Circulation Route.
5. Drainage appurtenances, surer as manholes. catch basins etc. shall nol be located in the PAR. These should he located
in the street of the buffer strip.
LLI 6. Accessible pedestrian access shall be provided for during construction.
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STD. PLAN — 102.1
PUBLIC WORKS UTILITY PLACEMENT IN
DEPARTMENT CEMENT CONCRETE SIDEWALK€'i'F:C
O
Greubmmerman, PjUm Waw Admwitfator
UTILITY PLACEMENT IN CONCRETE SIDEWALK RD4
NOT TO SCALE C09
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
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- �Timo�l
on
elein
0 4,6200
ASS%NAB
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
d FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
► AS SHOWN &/OR PLANS CANNOT BE
'00' CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
r MIN —
I
10 LF OF PAVED
DIZINEW'AY REQUIRED
18- EXPANSION JOINT fTYP-t
'SEE STD PW+ 10217
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2
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WUJ
LL LL
CC -
e10 REM (INCLUDES SWWALK PAWS;
vmms'SEEN0TE?J -
s-.aw.
r
3118• ExPAWON JOINT MP.I MgENT
(SEE STD PI AN 1321 CONCRETE
S(DE'WALF
! f 1 L
o SEE NOTE 6 �.
PROVIDE CON ISTENT LONGITUDINAL SLOPE
RAMP WITH 12, IV T ,
SLOPE (-TYP )
i
16' CONTRACTION JOINT f rYP )
(SEE STD. PLAN 1023
j CONSTRLCTION JUR(*
SEE NOTC 1 CEM R54 lC ATE
(SEE NOTE V
PLAN VIEW
(TYPE C3 S+iOvVN C1 A C2 A C•MAX SIMILARI
(SEE NOTE 91
vARIES
• ri LIIAX. SEE. NDTE • (I'M
I f
rr
\`\t L —_ 1v MRi 10 41W DEPRESSED CURB a Ou"WIi -
CEUEWT CONCRETE 1L lR111 (SEE NOTE A
SkEwACK � %Ir f"AN4iaoi i0P[' ""V I
SECTION \J 13=: SM PM I y� (T VP I >#wkK WIDTH
10'4. CIFFERENCE IN &OPE MAX - ` \
-DRILEWATI W: ME SLOPE IS,.OPI SnOWYFJ+AOGERA'ED' I Sx
5% _ ,
—a ggyENfAM - 10' MIN. 1r w4
XC WE~ w RELATIVE • I ION �1
SHOWN
SIOPE fA ft
m -
sr+O+vN ERXCdERATCV
/I
For NOTES sea STD PLAN 104.2
MODIFI
ft
PUBLIC WORKS
DEPARTMENT
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE C213 - NOTES AND DETAILS rRD5
NOT TO SCALE C09
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
CT
2 C❑NSTRUCTI❑N REC❑RD DRAWINGS CT 01/08/20 DRAWN:
RB/CT ONE INCH DATUM
1 P❑ST—PERMIT REVISI❑N— UTILITY C❑NFLICT CT 01/25/19 CHECKED: AT FULL SCALE
TG IF NOT ONE INCH
N 0. REVISION BY DATE APPR APPROVED: TG SCALE ACCORDINGLY
1' 1' VARIES 1' 1
MIN MIN MIN MIN
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 EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW
2" HMA
2"TO8"HMA
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5 MIN.
1 1 VARIES
MIN MIN MIN I MIN
2" SAWCUT AND REMOVI
OR PLANE, SEAL WITH
AR-4000W
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL
(EACH SIDE)
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
2" — 6" MiN. HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
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 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDING, MATERIAL— SEE STANDARD
PLAN 110.1,
FOR NOTES, SEE STANDARD PLAN 110.1
SM. PLAN— 110
TYPICAL TRANSVERSE PATCH FOR
• PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID F' 'R E1)
"� DEPARTMENT to
PAVEMENT WITH OVERLAY
TYPICAL TRANSVERSE PATCH FOR
FLEXIBLE PAVEMENT rRD6
NOT TO SCALE C09
R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CALL 811 (2) BUSINESS DAYS W
BEFORE YOU DIG LU
(UNDERGROUND UTILITY Ir
LOCATIONS ARE APPROXIMATE) <
• DATE:
CITY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J
FIELDB%R RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE:
PAGE:Ir
VA309V NO:
Planning/Building/Public Works Dept. CITY DETAILS- ROADWAY (CONT.) DRAWINGC16 W
SHEET: 16 OF: 34 C