HomeMy WebLinkAboutR-4056164"
a
#5 @ 16" O.C.
CAP EX. UTILITY 6" BELOW
BASE OF CONC. (TYP.) i 9" 4000 PSI PORTLAND CEMENT CONCRETE
F ' CRUSHED AGGREGATE BASE COURSE
TYP E
NOT TO SCALE
a
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SUBGRADE
CEMENT CONC PAVEMENT (9" YARD)
CAP EX. UTILITY 6" BELOW --/
BASE OF CONC. (TYP.)
F -
6" HMA CL 1 /2 PG 64-22 (2 LIFTS)
6" MIN. CRUSHED AGGREGATE BASE
COURSE GRADE & COMPACT DISTURBED
SUBGRADE
NEW ASPHALT PAVEMENT
SEE GRADING PLAN FOR
PAVING LIMITS
VARIES SAW CUT
NEW
CONCRETE l
d
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ROUGH FINISH CONCRETE
d d ° AND TACK COAT
-- — — — — —— ----
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PAVEMENT CUT SECTION
NOT TO SCALE
JOINT SEALANT PER
SPEC. SECTION 321373
ASPHALT PAVEMENT SECTION 2
CONTRACTION JOINT
NOT TO SCALE �O2
JOINT SEALANT PER
1 /4"f1 /16" 1 /2„+
SPEC. SECTION 321373
EXISTING CONCRETE NEW CONCRETE NEW CONCRETE EXISTING CONCRETE
7'
1 /2„
EX. WATER HEATER BUILDING
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EXPANSION JOINTS I I
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CAP EX. UTILITY 6" BELOW 11 " CRUSHED AGGREGATE
BASE COURSE
V9"
BASE OF CONC. (TYP.) � �
CONTROL JOINT
DETAIL C J
i 4000 PSI PORTLAND CEMENT CONCRETE
- ,
NOT TO SCALE
------------
WATER HEATER BUILDING PAVEMENT RESTORATION
NOT TO SCALE
CONCFrTr r�n
NEW DOS
ADDITIONAL DOWEL
TEMPLATE
DOWEL TEMPLATE DETAIL
NOT TO SCALE
#5 @ 16" O.C.
EAC H WAY 6
SEE JOINT DETAIL C502
d
4" (D=9
D
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°
D/2r:
4 d a
1 "0 X 20" (D=9")
A36 SMOOTH EPDXY COATED 3" 1 "
DOWELS AT 15" OC ONE END
PAINTED AND OILED
EXPANSION CAP
NON EXTRUDING PREMOLDED SLIP FIT
COMPRESSIBLE MATERIAL
EXPANSION JOINT DETAIL (EJ)
NOT TO SCALE
#5 @ 16" O.C. -
EAC H WAY
4" (D=9") ° d
d •
D/2 °
6
I�_ SEE JOINT DETAIL C502
a
a
D
d d
d ° a
1 "0 X 20" (D=9")
A36 SMOOTH EPDXY COATED DOWELS AT
15" OC ONE END PAINTED AND OILED
CONSTRUCTION JOINT DETAILg
NOT TO SCALE
47
C502
#5 @ 16" O.C.
EACH WAY 6
�•{ � SEE JOINT DETAIL C502
4" (D=9„) 4n
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a �
D/2
d
CONTRACTION JOINT DETAIL
NOT TO SCALE
a.
a d
° D
° a
a
1 "0 X 20" (D=9")
A36 SMOOTH EPDXY COATED DOWELS AT
15" OC ONE END PAINTED AND OILED
NEW CONCRETE EXISTING CONCRETE
EJ WHERE INDICATED
4.5"f
a d� 8„t
a.
a
d a d 1 "0 X 20" (D=9")
A36 SMOOTH EPDXY COATED
DOWELS AT 15" OC ONE END
PAINTED AND OILED
EXISTING JOINT DETAIL 10
NOT TO SCALE E5O
TOP, 3" CLR TYP
BOTTOM, 3" CLR TYP
_ONG @ 6" OC
CORNER REINFORCING DETAIL (14
NOT TO SCALE C502
NEW CONCRETE I EXISTING CONCREI
EJ WHERE INDICATED
add . 6„+
a
3/4„ 0 X 18" (D=6"-7.5")
A36 SMOOTH EPDXY COATED
DOWELS AT 12" OC ONE END
PAINTED AND OILED
EXISTING JOINT DETAIL <8" EX CONC. 15
NOT TO SCALE C502
NEW CONCRETE I EXISTING CONCR
EXPANSION JOINT
da °d d EXISTING CONCRETE
TOP SLAB
6"f
BOND BREAKER
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EXISTING CONCRETE
BASE SLAB
NOTE;
THIS JOINT SHALL ONLY BE USED WERE DIRECTED BY ENGINEER. THE JOINT IS
TO BE USED WHERE THE EXISTING CONCRETE WILL NOT SUPPORT DOWELS.
EXISTING JOINT ALTERNATIVE DETAIL
NOT TO SCALE
16
C502
IFC SUBMITTAL R-405616_]
FEBRUARY 8. 2019 #�......
BOWL
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
®°ENGINEER
a,'01
� �,
G
�o �f4� ���
�'y�,s SISTER fit$
s10NAL E* �I v�
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED-
DRAWN
R. TEMPLADO
DATE
02.08.19
SUBTITLE
TYPICAL SECTION DETAILSW3441886
CURRENT REVISION
SYMBOL
DATE
-
APRON C CI PROJECT - SITE DCN-04
03.09.16
-
APRON C CI PROJECT - SITE DCN-09
05.11.16
TH NEUD
02.08.19
SHEET
C502
C13
APRON C CI PROJECT -SITE DCN-05
03.28.16
-
APRON C CI PROJECT -SITE DCN-10
06.06.16
T. NEU
02.08.19
TITLE BOEING APRON C PARCEL 820 PROJECT
�/
SITE 05- I D
CIVIL MASTER RENTON, WA
APPROVED BY
DEPT.
DATE
-
-
APRON C CI PROJECT SITE DCN-06
04.05.16
-
-
APRON C CI PROJECT SITE DCN-11
07.05.16
CHECKED
D. MURATA
02.08.19
�06 No. W3441886
COMP N0.
-
APRON C CI PROJECT -SITE DCN-07
04.12.16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
10.17.16
APPROVED
-
APRON C Cl PROJECT - SITE DCN-08
04.22.16
APRON C PARCEL 820
RT
TWN
02.08.19
APPROVED
DWc No. 05-APRON-C-0502
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