HomeMy WebLinkAboutR-4337014co
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QED SURFACING TOP
SE
f
STRUCTURAL FILL
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i�f9 0 =0ILd1911A19:4161110kyJ0011V11Ed1101.`111011E:11i[1I1I1A01
VEHICULAR CONCRETE PAVEMENT
SCALE: NTS
SAWCUT EXISTING
ASPHALT PAVEMENT
EXISTING SURFACE COURSE
TACK COAT FACE OF
CUT AND EACH COURSE---
1*14tlIII[a0.11.%1atoll] :�9
EXISTING AGGREGATE BASE
C220IC501
`� I �_ 12 o.c.-----
o A I i I I 18 LENGTH OF #4 REBAR AT
N i EACH CORNER (TYP). PROVIDE
2" MIN. COVER OVER REBAR.
STRUCTURE LID
OR GRATE
I I
I I
3" CLEAR (TYP)
I I I I I
I I I I I
I I I I I
i I I I i
PAVEMENT PENETRATION
REINFORCING (PPR)
SCALE: NTS
"EMOLDED JOINT FILLER OR
NED GROOVE W/ JOINT
SLANT TO 1 /4" BELOW T/PAV'T
NCRETE PAVEMENT
DO PSI @28DAYS
1 L_VV I ,3OTH DOWEL
@ 12" O.C. GREASE OR
WRAP ONE HALF OF BAR
CONTRACTION JOINT DETAIL
F )rF Qr)TH SIDES
>" EDGER
ICRETE PAVEMENT
@ 28 DAYS
SMOOTH DOWEL
@ 12" O.C. GREASE OR
WRAP ONE HALF OF BAR
CONSTRUCTION JOINT DETAIL
C220 C501 SCALE: NTS C220 C501 SCALE: NTS
C220 C501
PAVEMENT THICKNESS, R=1/2" R=1/2" MEET EXISTING BASE AND
EXCEPT NOT LESS THAN ASPHALT OR 6„ ASPHALT OR
SECTION 7 = �N CONCRETE PAVING CONCRETE PAVING
J
ci
C501 C501
�— III
III III ,III,,III III
NEW CRUSHED SURFACING
TOP COURSE WDOT STD
SPEC 9-03.9(3)
TYPICAL T E NTO EXISTING
PAVEMENT SECTION
SCALE: 1 1 /2"=1 '-O"
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STRUCTURAL FILL
vvivii muIL-v
SUBGRADE
HEAVY DUTY ASPHALT PAVEMENT
SCALE: NTS
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NOTES:
1. CONCRETE CURB SHALL BE CLASS 3000 CEMENT CONCRETE.
2. CURBS SHALL BE TACK COATED WITH AN ASPHALT EMULSION
PRIOR TO PLACEMENT OF ASPHALT CONCRETE.
3. CURBS SHALL HAVE THRU-JOINTS AT 10 FT O.C.
FLUSH CURB
SCALE: NTS
�II:�I][IIiI1�
LANDSCAPING
PROPOSED
PAVING
ASPHALT OR
CONCRETE PAVING
CONCRETE PAVING
SEE PLANS 4»
PROPOSED BUILDING
FACE
a
° °
a
°
CONFORM TO EXISTING
12" °
° ° ° ° °
��°°��°°��°°��°°��° »
13.6'
6.0'
2.0'
PER DETAIL 5/C501
X
HEAVY DUTY ASPHALT PAVEMENT
VEHICULAR CONIC PAVEMENT
REGRADING
III III III III III
...
°° oQoI
�0
PER DETAIL 6/C501
PER DETAIL1/C501
LIMITS
EXISTING PAVEMNT
°°o °°o
01
IIII IIII
PER PLAN
°°o�°°o�°°
—�o°
°°� °
—III —III —III —III —I
I I
III —III —III —III —III
° � ° � ° �
—
I III III —III —III —III —III —I I
° ° °
—III—III—III—III—I
III III III III III
—_ _ —
III III III
I —III —I —III—III—III—III—III
II III III II III III III III II
III III III III III III III III III III III III III
III III III III III III III III III III III III III III III III III
° ° ° ° ° o _
° �°° o°° o°°�I
III III � III
III III III III
III III
--------
II III III III III III
III III III
— ----
II III III III III III III III
III III III III III III III III III III III
°o�- -
III III III III III III III III III o�-°°o�-°
III III III III III
III
III III III III III
III III III
III III III III III
III III III III III III III III III III III III I I I _III III III
III III III III III III III III III III �° �° °
III III III III
III
12"
THICKENED
EDGE
CRUSHED AGGREGATE
UNDISTURBED OR
RECOMPACTED SUBGRADE
CONCRETE/PAVEMENT THICKENED EDGE
SCALE: NTS
i9*6111141i'SI1I
SECTION A
SCALE: NTS
C150IC501
THICKENED EDGE PER
DETAIL 8/C501
I
WHITE PAINT
LINE (TYP.)
GORE STRIPING
SCALE: N.T.S. C22LC50' 1
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
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R-433714
ISSUE FOR CONSTRUCTION
JAN UARY 24, 2025
�n
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F WASgj S DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�, ACCEPTABILITY C.MOUA 09.16.24 PAVING DETAILS
42657 ORG 01.24.25
THIS DESIGN AND/OR CHECKED
ORIG RELOCATE MEDICAL CENTER 42657 S.MEURN P.KASITYAP 09.16.24 SPECIFICATION IS APPROVED P.CRAWFORD 09.16.24 SHEET SEQUENCE N0.
ENGINEER TITLE APPROVED BY DEPT. DATE P.CRAWFORD 09.16.24 RELOCATE MEDICAL CENTER
C50140 CHECKED cil
1834
�'GISTER�S.MEURN 09.16.24 BUILDING 04-0 Q Q
V V
IoNAL ��4 APPROVED 42657
09/17/2024 APPROVED CIVIL MASTER RENTON, NIA DWG No. RTN-YD-0501
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