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12" STRUCTURAL FILL (NATIVE OR
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGINEER RECOMMENDATIONS.
TYPICAL PAVEMENT SECTION
HEAW DUTY
4.5" ASPHALT PLACED IN
(2) LIFTS
9" COMPACTED DEPTH
CRUSHED SURFACING
BASE COURSE (1 1/4w)
12" STRUCTURAL FILL (NATIVE OR
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGINEER RECOMMENDATIONS.
N.T.S.
REFERENCE GEOTECHNICAL ENIGINEERIING REPORT BY GEODESIM INC. DATED DECEMBER 2, 2014
FOR PAVEMENT AND PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN
HERE FOR REFERENCE ONLY. REFERENCE GEOOESIGN INC. REPORT ADDENDUM DATED FEBRUARY
3, 2015 FOR ALTERNATE L"T DUTY PAVEMENT SECTION (3" AC/12" CSSC) ALLOWED ADJACENT
TO POROUS PAVEMENT FOR CONVENIENCE OF LWORM SLOGRADE PREPARATION.
4" CEMENT CONCRETE
4" COMPACTED SURFAC
TOP COURSE
COMPACTED SUBGRADE
MAX. DRY DENSITY
2% SLOPE
CONCRETE SIDEWALK DETAIL
N.T.S. REFERENCE GEOTECHWCAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, 2014
FOR PAVEMENT AND SUAGRADE WTION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN
HERE FOR REFERENCE ONLY.
STANDOM IIAM
6" CEMENT CONCRETE
10" COMPACTED
AGGREGATE BLASE
12" STRUCTURAL FILL (NATIVE
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGINEER RECOMMENDATIONS.
PM
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RIGID CONCRETE PAVING SECTION
6x6 42 LB. WELDED WIRE
FABRIC REINFORCEMENT
AYY CATTY
7" CEMENT CONCRETE
10" COMPACTED
AGGREGATE BASE
12" STRUCTURAL FILL (NATIVE OR
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGWER RECOMMENDATIONS.
N.T.S. (APPROVED FOR TRASH ENCLOSURE PAD)
REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODE" INC. DATED DECEMBER 2, 2014
FOR PAVEMENT AND SU111GRADEP PARATNON AND SPECIFICATIONS. PAVEMENT SECTION SHOWN
HERE FOR REFERENCE ONLY. SEE SHEET S 501 FOR CONSTRUCTION JOINTS
1/2" 11AD1U5 TOOLED EDGE
OF WALK (TYP.)
7.2
-
rnrr
TAPER
ASPHALT PAVING -
TYPE PER PLANTS -
L;UWAL I LU SUB15WDE (rYPW L)
REFER TO SOIL. ENGINEER'S
RECOMMENNDIATIONS FOR SITE
PREPARATION.
NTEGRAL CURB AT SIDEWALK
NOT TO SCALE
SIDEWALK SECTION AS PER
DETAIL 2 SHEET C2.1
8"
THICKENED
CONCRETE
EDGE (TYP.)
DETAIL "A" DETAIL "B"
1"=10' 1"=10'
SIDEWALK/PLAZA SCORING/JOINT DETAILS
NOT TO SCALE
PAVING
CONC. CURB W/ LIGHT BROOM
FINISH
TOOLED EXPANSION JOINT
SIDEWALK WITH LIGHT BROOM FINISH
SUBBASE
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JETS WITH SIDEWALKS
CONCRETE CURB IAT STORE FRONT SIDEWALK)
NOT TO SCALE
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FINISH
TOOLED EXPANSION JOINT
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NEW PAVEMENT -
SEE PUTS
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NOTE: SEE GRADING P ALTERNATE CURB PROFILES
FOR FINNISH PAVEMENT GRADE °4 : MAYBE SUBMITTED FOR
4. REVIEW AND APPROVAL
7 3/4"
EXPAW" JOINT AT 20INTERVALS
VIM WAL DA7W
CITY OF RENTON, NAVD 88
CITY OF RENTON CONTROL
POINT NO. 1884 WAS HELD
FOR ELEVATION, BEING
19.488 FEET (NAVD88)
CONCRETE SIDEWALK
CEMENT CONCRETE BARRIER CURB (PRIVATE ONSITE)
NOT TO SCALE
Approved by:
Approved by:
Approved by:
AWrotod by:
P� S GR��
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PAVEMENT WIDTH
CONTRACTOR NOTE
CONTRACTOR SHALL COORDINATE THE SELECTION OF �
ON-SITE PRNNTE CURBS wI1M THE OWNER AND
ENGINEER. CURBS SHALL BE AS 5110wN ON EITHER
DETAIL 9, CEMENT CONCRETE VERTICAL CURBS
AND/OR DETAIL 8 CEMENT CONCRETE VERTICAL CUM
C2.1. CONTRACTOR 51MLL PIIOIWE A UfMT COST FOR
CEMENT CONCRETE VEItTICAI CUIISS AND CEMENT
CONCRETE VERTICAL CURBS w1TMIM THE BID PROPOSAL
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NOTE:
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2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. MAX.
CURB AND GUTTER
NOT TO SCALE
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3.5" ASPHALT - (2) LIFTS
8" COMPACTED DEPTH
CRUSHED SURFACING
BASE COURSE (1 1/4*)
12" STRUCTURAL FILL (NATIVE OR
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGINEER RECOMMENDATIONS.
TYPICAL PAVEMENT SECTION
HEAW DUTY
4.5" ASPHALT PLACED IN
(2) LIFTS
9" COMPACTED DEPTH
CRUSHED SURFACING
BASE COURSE (1 1/4w)
12" STRUCTURAL FILL (NATIVE OR
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGINEER RECOMMENDATIONS.
N.T.S.
REFERENCE GEOTECHNICAL ENIGINEERIING REPORT BY GEODESIM INC. DATED DECEMBER 2, 2014
FOR PAVEMENT AND PREPARATION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN
HERE FOR REFERENCE ONLY. REFERENCE GEOOESIGN INC. REPORT ADDENDUM DATED FEBRUARY
3, 2015 FOR ALTERNATE L"T DUTY PAVEMENT SECTION (3" AC/12" CSSC) ALLOWED ADJACENT
TO POROUS PAVEMENT FOR CONVENIENCE OF LWORM SLOGRADE PREPARATION.
4" CEMENT CONCRETE
4" COMPACTED SURFAC
TOP COURSE
COMPACTED SUBGRADE
MAX. DRY DENSITY
2% SLOPE
CONCRETE SIDEWALK DETAIL
N.T.S. REFERENCE GEOTECHWCAL ENGINEERING REPORT BY GEODESIGN INC. DATED DECEMBER 2, 2014
FOR PAVEMENT AND SUAGRADE WTION AND SPECIFICATIONS. PAVEMENT SECTION SHOWN
HERE FOR REFERENCE ONLY.
STANDOM IIAM
6" CEMENT CONCRETE
10" COMPACTED
AGGREGATE BLASE
12" STRUCTURAL FILL (NATIVE
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGINEER RECOMMENDATIONS.
PM
•
�••: • ••• • • .•• ••• . •aIpsWoo i
RIGID CONCRETE PAVING SECTION
6x6 42 LB. WELDED WIRE
FABRIC REINFORCEMENT
AYY CATTY
7" CEMENT CONCRETE
10" COMPACTED
AGGREGATE BASE
12" STRUCTURAL FILL (NATIVE OR
IMPORTED) COMPACTED TO 95X
MAX. DRY DENSITY PER SOILS
ENGWER RECOMMENDATIONS.
N.T.S. (APPROVED FOR TRASH ENCLOSURE PAD)
REFERENCE GEOTECHNICAL ENGINEERING REPORT BY GEODE" INC. DATED DECEMBER 2, 2014
FOR PAVEMENT AND SU111GRADEP PARATNON AND SPECIFICATIONS. PAVEMENT SECTION SHOWN
HERE FOR REFERENCE ONLY. SEE SHEET S 501 FOR CONSTRUCTION JOINTS
1/2" 11AD1U5 TOOLED EDGE
OF WALK (TYP.)
7.2
-
rnrr
TAPER
ASPHALT PAVING -
TYPE PER PLANTS -
L;UWAL I LU SUB15WDE (rYPW L)
REFER TO SOIL. ENGINEER'S
RECOMMENNDIATIONS FOR SITE
PREPARATION.
NTEGRAL CURB AT SIDEWALK
NOT TO SCALE
SIDEWALK SECTION AS PER
DETAIL 2 SHEET C2.1
8"
THICKENED
CONCRETE
EDGE (TYP.)
DETAIL "A" DETAIL "B"
1"=10' 1"=10'
SIDEWALK/PLAZA SCORING/JOINT DETAILS
NOT TO SCALE
PAVING
CONC. CURB W/ LIGHT BROOM
FINISH
TOOLED EXPANSION JOINT
SIDEWALK WITH LIGHT BROOM FINISH
SUBBASE
NOTE: COORDINATE EXPANSION
JETS WITH SIDEWALKS
CONCRETE CURB IAT STORE FRONT SIDEWALK)
NOT TO SCALE
CONC. CURB W/ LIGHT BROOM
FINISH
TOOLED EXPANSION JOINT
SIDEWALK WITH LIGHT BROOM FINISH
NEW PAVEMENT -
SEE PUTS
III�IIIIIii,lll'
FLUSH CURB DETAIL
NOT TO SCALE
5 1 "
1"R
1 /2" R
- —N 1 LANDSCAPING
^7-T YT7^/77-T %--�------
NEW PAVEMENT
4
v • .��
' I
NOTE: SEE GRADING P ALTERNATE CURB PROFILES
FOR FINNISH PAVEMENT GRADE °4 : MAYBE SUBMITTED FOR
4. REVIEW AND APPROVAL
7 3/4"
EXPAW" JOINT AT 20INTERVALS
VIM WAL DA7W
CITY OF RENTON, NAVD 88
CITY OF RENTON CONTROL
POINT NO. 1884 WAS HELD
FOR ELEVATION, BEING
19.488 FEET (NAVD88)
CONCRETE SIDEWALK
CEMENT CONCRETE BARRIER CURB (PRIVATE ONSITE)
NOT TO SCALE
Approved by:
Approved by:
Approved by:
AWrotod by:
P� S GR��
cr
o� ,pE, 2852 7�1 ��
Ess /sTE�
/0NA L E�
9L Zov - �s—
PAVEMENT WIDTH
CONTRACTOR NOTE
CONTRACTOR SHALL COORDINATE THE SELECTION OF �
ON-SITE PRNNTE CURBS wI1M THE OWNER AND
ENGINEER. CURBS SHALL BE AS 5110wN ON EITHER
DETAIL 9, CEMENT CONCRETE VERTICAL CURBS
AND/OR DETAIL 8 CEMENT CONCRETE VERTICAL CUM
C2.1. CONTRACTOR 51MLL PIIOIWE A UfMT COST FOR
CEMENT CONCRETE VEItTICAI CUIISS AND CEMENT
CONCRETE VERTICAL CURBS w1TMIM THE BID PROPOSAL
D
O
T.J.
0
C.J.
0
C.S.J.
" to1Nola i
" n 1 ��
-07111904 VVI Y.
NOTE:
1. SLOPE GUTTER TO MATCH SLOPE OF ADJACENT PAVEMENT.
2. PROVIDE EXPANSION JOINTS 0 20'-0" O.C. MAX.
CURB AND GUTTER
NOT TO SCALE
2"
�r2"
'1
TOOL JOINT
I
J
RADIUS IS 1 /S" (TYP)
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USE PREMOLDED
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SIDEWALK JOINT DETAILS
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VII 1 OF FLWTON
R 384736
M(EA PIIOPERTY INC �ErAIRThAENT OF rllWLFC WO�MCS
420 ALAN WOOD ROAD
CONSHOHOCKEN, PA 19428
CONTACT: DONT E. SLATOlI cm 00defflE
CONSIIMJCAON 11A04I10EIt
F(SIO) 934-0IC CELL 303-549-46235 KEA V8w0F%lB4T, �� SIA.
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18215 72M0 AVENUE SOUTH KENT. �G
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