HomeMy WebLinkAboutR-413730Lu
4'�
14" PORTLAND CEMENT CONCRETE (4,000 PSI)
6" CONTROL DENSITY FILL (CDF) OR
CRUSHED SURFACING BASE COURSE
COMPACTED SUBGRADE AS DIRECTED
BY GEOTECHNICAL ENGINEER
TYPE I STANDARD CEMENT CONC PAVEMENT (14" YARD)
NOT TO SCALE C502 C221-C223
SAWCUT
0.70'
TRENCH
WIDTH 4'±
SAWCUT
4" HMA CL 1 /2 PG 64-22
6" CRUSHED SURFACING BASE COURSE.
COMPACTED SUBGRADE AS DIRECTED BY
GEOTECHNICAL ENGINEER
TYPE 1 ASPHALT PAVEMENT SECTION
NEW ASPHALT PAVEMENT
SEE GRADING PLAN FOR
PAVING LIMITS
VARIES SAW CUT
NEW
CONCRETE
d'
14" p------- 4„
ROUGH FINISH CONCRETE
4 ° p AND TACK COAT--------T____
i
PAVEMENT CUT SECTION
NOT TO SCALE 0502 C221-C223
1 /2" JOINT SEALANT PER
MAX SPEC. SECTION 321373
#5 @16" O.C.
EAC H WAY
4"
7" p° d
SEE JOINT DETAIL 6
C502
a p 4L 14»
p
1-%4"Ox2O"
A615 GRADE 60 SMOOTH EPDXY 3" 1 " EXPANSION CAP
COATED DOWELS AT 16" OC SLIP FIT
ONE END PAINTED & OILED
NON EXTRUDING PREMOLDED
COMPRESSIBLE MATERIAL
EXPANSION JOINT DETAIL (EJ)
pd' d
NOT TO SCALE C502 C221-C223
#5 @16" O.C.
EACH WAY SEE JOINT DETAIL 6
C502
4" a
p d 4.
p 14„
7„ a
p
1 y4"Ox20"
A615 GRADE 60 SMOOTH EPDXY COATED DOWELS
AT 16" OC ONE END PAINTED & OILED
CONSTRUCTION JOINT DETAIL /�8
NOT TO SCALE
#5 @16" O.C.
EACH WAY
4
7
A d
C502 I C221-C223
d a.
"
SEE JOINT DETAIL 6' p a 14
C502
A a
1 /"Ox20"
A615 GRADE 60 SMOOTH EPDXY COATED
DOWELS AT 16" OC ONE END PAINTED & OILED
CONTRACTION JOINT DETAIL
NOT TO SCALE C502 C221-C223
NEW CONCRETE EXISTING CONCR
�s1
NOT TO SCALE C502 C221-C223 1 /g" � a - - - - - - - - -
° a 4.5"± CONTRACTION JOINT p°a 12"±
p
p
1 /2" JOINT SEALANT PER d4p ° ° °. ° 1 Y"�x20" D-14"
MAX SPEC. SECTION 321373 A615 GRADE 60 SMOOTH EPDXY COATED DOWELS AT
1 /8"±1 /16"
16" OC. DRILL HOLE INTO EXISTING CONCRETE &EPDXY
DOWEL INTO DRILLED HOLE. DOWEL END IN NEW
CONCRETE TO BE PAINTED AND OILED.
CONCRETE FORM
NEW DOWEL
NEW CONCRETE
d \ d d d
II
1
-I 1 p4,1
° d .
ADDITIONAL DOWEL----,,.,jl A d
TEMP LATE
11 I l d p p
11 II ° d d
1 1 I l p 4
DOWEL TEMPLATE DETAIL
NOT TO SCALE C502 C221-C223
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
ORIG
737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT
RT
TWN
04.13.16
—
APRON A Cl PROJECT — SITE DCN-06
—
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
TWN
05.23.16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
—
APRON A Cl PROJECT — SITE DCN-01
RT
TWN
06.13.16
—
APRON A SITE STORMWATER IMPROVEMENTS-30%
—
APRON A Cl PROJECT — SITE DCN-02
RT
TWN
07.19.16
—
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
—
APRON A Cl PROJECT — SITE DCN-03
RT
TWN
08.05.16
—
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
CO
MA
EX
BY
APPROVED
DATE
RT
TWN
09.27.16
RT
TWN
10.28.16
RT
TWN
01.17.18
RT
TWN
07.14.20
RT
TWN
09.29.20
EXPANSION / CONSTRUCTION JOINT
CONTROL JOINT DETAIL (CJ
NOT TO SCALE
i
i-
U
C502 C221-C223
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
fSTE
NAL
m
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
R. TEMPLADO
CHECKED
T. NEU
ENGINEER
T. NEU
APPROVED BY
DEPT.
DATE
CHECKED
D. MURATA
APPROVED
EXISTING JOINT DETAIL
NOT TO SCALE
6"
14"
j <4
d d d p
4611YAKey,VAw #Al
—PROVIDE 1-1 /4" Ox2O" SMOOTH EPDXY
COATED DOWELS AT 16" OC. ONE END
PAI NTED AND OILED
d ° j,�6
p ;4D
12„
p..
o�Q O :• Q
RECOMPACT EXISTING BASE
COURSE TO 100% COMPACTION
DENSITY FILL (CDF) 24
L6" CONTROLLED " 6" CRUSHED AGGREGATE
BASE COURSE
HAR DSTAN D TRANSITION
NOT TO SCALE
C502 I C221-C223
AIL SUBTITLE
09.29.20 CIVIL DETAILS
09.29.20
PERMIT SUB
DESIGN BY DOWL
R-413730
09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7
09.29.20 SITE 05-YD
CIVIL MASTER
RENTON, Wq I °wc No.
MITTAL
DATE 09.29.20
BOWL
REVISION SYMBOL DATE
W5184605
SEQUE
C502
05-APRON-A-0502
09.29.20
;E N0.
C27