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CEMENT CONCRETE
TRAFFIC CURB AND GLITTER
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CEMENT CONCRETE
=9 ate SIDEWALK RAMP
OR LANDING
8" PR MOLDE
,JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
'6
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD FLAN 1G4.2
FACE OF ADJACENT CURE
GLITTER SURFACE.
FACE OF CURS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES-
1.
See standard plans 102 and 101.1 for curd ex ansior and contraw tion joint spacing,
2. Not used.
. For Depressed Monolithic Driveway Curb & Gutter Section; see Standard Plan 104.2
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PUBLIC WORKS
DEPARTMENT
SYM I REVISION
A 1737 MAX FLIGHTLINE UTILITIES—APRON B CI PROJECTW3441886
CEMENT CONCRETIE CURDS
BY APPROVED DATE
RT 11NN 11.11.15
SYM
REVISION
D
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BY I APPROVED
DATE
REINFORCEMENT, DOWEL SIZE AND SPACING
SLAB DEPTH
DOWEL
TOTAL DOWEL
DOWEL SPACING
DRILLED
SLAB
"D"
DIAMETER
LENGTH
CENTER TO CENTER
HOLE SIZE
REINFORCEMENT
(INCHES)
(INCHES)
(INCHES)
(INCHES)
(INCHES)
5-6
3/4
20
12
7/8
#3 @ 10" OC EW
7-8
1
20
12
1 1/8
#4 @ 12" OC EW
9-11
1 1/4
20
12
1 3/8
#4 @ 10" OC EW
12-16
1 1/4
20
12
1 3/8
#6 @ 12" OC EW
(2) BARS CONTINUOUS
CONCRETE PER STRUCTURAL NOTES. OVER SMOOTH DOWELS
MATCH DEPTH OF EXISTING CONCRETE PAVING CUT EXISTING PANEL FULL DEPTH, WITH VERTICAL CUT.
APPLY JOINT SEALANT PER TECHNICAL SPECIFICATIONS.
STEEL REINFORCEMENT (SEE TABLE)
r SMOOTH STEEL DOWEL (ASTM A615) EMBED ONE END INTO
EXISTING SLAB WITH EPDXY, GREASE OTHER END
D
EXISTING JOINT
EXIST CONC PAVING,
VARIES
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BASE MATERIAL 2" TOP COURSE,
4" BASE COURSE PER � 2
/ � MIN co
SPECIFICATIONS COMPACTED TO
95% OF ITS MAX UNIT WEIGHT
BACKFILL MATERIAL PER
SPECIFICATIONS COMPACTED TO
95% OF ITS MAX UNIT WEIGHT
TYPICAL CONC APRON REPAIR SECTION ri-N�
SCALE: NONE C450 C505
*IF PROPOSED JOINT IS WITHIN 2 FEET OF EXISTING JOINT,
REMOVE AND REPLACE PAVEMENT UP TO EXISTING JOINT.
NEW 6" ASPHALT PAVING
RUBBER ASP
EXIST ASPHALT
BACKFILL MATEF
SPECIFICATIONS
95CV OF ITS MAA Uivi 1 VVLivn
BASE MATERIAL
6" CRUSHED SURFACING TOP COURSE
PER SPECIFICATIONS COMPACTED TO
95% OF ITS MAX UNIT WEIGHT
TYPICAL APRON ASPHALT PAVEMENT DETAIL
SCALE: NONE
C4501 C505
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ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
A. BHAMRA
CHECKED
P. TSCHERNEGA
D. BALCH
APPROVED BY
DEPT.
DATE
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APPROVED
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SEE
C450 C505
FOR SECTION -
GRAVEL BASE PER
SPECIFICATIONS
GRAVEL BACKFILL FOR PIPE
ZONE BEDDING PER
SPECIFICATIONS
SAWCUT —EXISTING
IPAVEMEN
XISTING
PAVEMENT
6" 0 D 6"
MIN CONDUIT MIN
PROPOSED
ELECTRICAL
CONDUIT
ELECTRICAL CONDUIT
TYPICAL TRENCH DETAIL
SCALE: NONE
ISSUE FOR CONSTRUCTION
NOVEMBER 11 , 2015
11-03-08'SUBTITLEE
CIVIL DETAILS
11.04.08
C2211 C505
4fDL
WL _
CURRENT REVISION SYMBOL DATE
W3441886 A
SHEET
11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B CI PROJECT C505
11.04.08 SITE 05 -YD
JOB N0. COMP N0.
11.04.08 W3441886
01.06.09 CIVIL MASTER RENTON, WA DWG N0. 05—APRON—B—0505
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D
6" 0 D 6"
MIN CONDUIT MIN
PROPOSED
ELECTRICAL
CONDUIT
ELECTRICAL CONDUIT
TYPICAL TRENCH DETAIL
SCALE: NONE
ISSUE FOR CONSTRUCTION
NOVEMBER 11 , 2015
11-03-08'SUBTITLEE
CIVIL DETAILS
11.04.08
C2211 C505
4fDL
WL _
CURRENT REVISION SYMBOL DATE
W3441886 A
SHEET
11.04.08 TITLE BOEING 737 MAX FLIGHTLINE UTILITIES—APRON B CI PROJECT C505
11.04.08 SITE 05 -YD
JOB N0. COMP N0.
11.04.08 W3441886
01.06.09 CIVIL MASTER RENTON, WA DWG N0. 05—APRON—B—0505
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