HomeMy WebLinkAboutR-417924O
Z
v
M
V
R/W
10' -I-
5'
0.5,
d
1.59 MAX
77
CONCRETE SIDEWALK
PER CO. R. STD PLAN 201 (TYP)
SEE SHEET C142
CONCRETE VERTICAL CURB AND GUTTER
PER C.O.R STD PLAN 101 (TYP)
SEE SHEET Cl 42
SEE DETA/L, THIS SHEET
ALLEYI
SCALE? 1.-,5
GrL'J
7�
PER SURFACING SECTION,
THIS SHEET
ALLEY2A
4" HOT M/X ASPHAL T (HMA)
CLASS 112" PG 64-22~
6" CRUSHED ROCK
SU/TABLE SUBGRADE
COMPACTED TO 959 OF
MAX. DRY DENSITY.
ASBU/L T NOTE
SCALE- 1.• 5
FINISH GRADE AS -
SHOWN ON PLANS
ASPHAL TPA VEMENT
SURFACING SECTION
NO SCALE
THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY
INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 2917; 2024. GOODFELLOW BROTHERS /ND/CA TES
THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD
COND/TONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS REVIEWED THE
INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND
TO THE BEST OF OUR KNOWLEDGE THE /NFORMAT/ON /S /N ACCORDANCE WITH THE
OBSERVED FIELD CONDITIONS.
13'
53' (50'*)
7%13'
R/W
10'
ESMT
0.5,
8114'
5'
159 MAX
ASPHAL T PA VEMENT
PER SURFACING SECTION, * SEE PLAN FOR LOCATION WITH NO
THIS SHEET PLANTER STRIP AND REDUCED ROW
(RESIDENTIAL ACCESS)
ROAD A'
SCALE- 1:5 �
10' _�_ 10'
I -I VL/Y/L/Y/
PER SURFACING SECTION, SEE DETAIL, TH/S SHEET
THIS SHEET
ALLEY2
SCALE- 1.• 5
TYPE 31 BEAM GUARDRAIL 4' M/N. "FLAT"
PER WSDOT STD DTL C-20.10-06, FOR GUARD
SEE SHEET C3 43 RAIL PLACEMENT
.j
8' 8'
0.5' 2' 6.5'
I
2z
ASPHAL T PA VEMENT J
PER SURFACING SECTION,
THIS SHEET
CONCRETE VERTICAL CURB AND GUTTER
PER C. O.R STD PLAN 101 (TYP)
SEE SHEET C3.42
ALLEYS
f7iAurv/ nnenf- ee'
6" HOT M/X ASPHAL T (HMA)
CLASS 112" PG 64-22
6" CRUSHED ROCK
SUITABLE SUBGRADE
COMPACTED TO 959 OF
MAX. DRYDENSITY
SCALE- 1.• 5
ARTERIAL COLLECTOR
PA VEMENT SECTION
NO SCALE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
a
REDI-ROCK FILL WALL
REFER TO SHEET C3.02
TO C3.03. FOR TOP AND
TOE ELEVA TONS,
SEE DE TAIL SHEET C3.32
FINISH GRADE AS
SHOWN ON PLANS
d
4" THICK CEMENT y` a °
CONCRETE
6" CRUSHED SURFACING OOo OOo OOo
TOP COURSE COMPACTED
TO 959 MOD/F/ED PROCTOR.
R/W
1.59 MAX.
8'
PLANTER
CONCRETE SIDEWALK
PER C.O.R. STD PLAN 201 (TYP)
SEE SHEET C3.42
CONCRETE INERT/CAL CURB AND GUTTER
PER C. O.R STD PLAN 101 (TYP)
SEE SHEET C3.42
PA VEMENT WIDTH EXCEEDS 16' AND SHALL
MATCH EXISTING EDGE OF PAVEMENT BETWEEN
STA. 95f8J TO STA. 97f0.3. PAVEMENT SHALL
TAPER FROM 16. 6' AT STA. 91 *96. 97 TO 16' AT R/W
60' STA. 93f67.45.
0.5' j
16' 16'
CROSS SLOPE
REVISES FROM 29
AT STA. 96f93 TO
EXIST. 19 AT
STA. 97f 03
-----ARIES
,\i\\r\
PAVEMENT SHALL FOLLOW ARTERIAL
COLLECTOR PAVEMENT SECT/ON OR MATCH CROSS SLOPE VAR/ES
EX/STING, WHICHEVER /S GREATER. SEE BETWEEN STA. 91*96.97
ARTERIAL PAVEMENT SECTION, THIS SHEET. TO STA. 92*60 &
STA. 95*20 TO
STATION 91+87.2 TO STA 97+03.0 (CONSTRUCTION CENTERLINE) STA. 97f03.
LINCOLNA VE NE
SCALE- 1:5
R/W R/W
DED/CA TION 60'
2.5' J0' J0'
0.5,
8' 8' 16' VAR/ES (? 16)
PLANTER
1.59 MAX �
CONCRETE SIDEWALK
PER CO. R. STD PLAN 201 (TYP)
SEE SHEET C3.42
CONCRETE VERTICAL CURB AND GUTTER
PER C.O.R STD PLAN 101 (TYP)
SEE SHEET Cl 42
PAVSUENT SHALL FOLLOW ARTERIAL
COLLECTOR PA I/EMEN T SECT/ON OR MA TCH
EXISTING, WHICHEVERIS GREATER SEE
ARTERIAL PA Vf-MENT SECTION, THIS SHEET.
R/W
WALKWA Y
SURFACING SECTION
1 1 CONSTRUCTION RECORD DRAWINGS
.0 •►
NO SCALE
2%
>-7-
EXISTING PA I/ED ROAD.
STAAON 97+03.0 TO STAAON 97+23.62 (CONSTRUCTION CENTERLINE)
LINCOLN A VE NE
SCALE- 1:5
1•'LK L: U.K. 5/U PLAN ZU7 (l rf/ / vLL rn✓/// vru lLn/
SEE SHEET C3.42
1R'w
ASPHAL T THICKENED EDGE DETAIL
NOT TO SCALE
NE40THST
SCALE- 1:5
VAUL TACCESS ROADS
SEE SHEET C4.35 FOR VAUL T ACCESS ROAD SECTIONS
M E M 2/ 13/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S. �RnGA- NAVD 1981% CITY OF
HORIZONTAL- NAD 1983/1991
DESIGNED:
HEA l/R/N
DRAWN: RENTON
MARY MOORE ONE INCH DATUM
GHECKEDHOLL/ HEAI/R/N IF NOT ONEAT FULL SCNCH Planning/Building/Public Works Dept.
BY DATE APPR I APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
R/W
R/W
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
'Con
99 �.� DESIGN SURVEYING
ISTV
TONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 R-417924
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
TYPICAL ROAD SECTIONS
0
Qk
Z
DATE: CT
211JI24 V
FIELDBOOK:
PAGE:
DRAWING NO:
C3.31
SHEET: OF:
24 107
CONSTRUCT/ON RECORD DRA WINGS