20190524-Site_Plan-C-102_PAVEMENT_DETAILS_Bulletin__1.pdf
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NEW _ Sheet C-102
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SHEET NO:
SHEET TITLE:
PROJECT NUMBER:
COPYRIGHT © 2017
DATE ISSUE
26913 NORTHWESTERN HWY
SUITE 200
SOUTHFIELD, MICHIGAN
48033 | USA
(T) 248 262 1500
WWW.HED.DESIGN
2017-02893-000
Selfridge Air
National Guard
Base
Design and Repair of Bravo, Hotel, and Joliet Taxiways
Harrison Township, MI 48045
SANG Project No.: 162040
KEYPLANN
10-20-17 35% Preliminary Design
RANGE
DRIVING
W
W
W
W
W
W
N O
R T
H -S
O U
T H
IN
S
T R
U M
E N
T R
U N
W A
Y
N O
R T
H -S
O U
T H
IN
S
T R
U M
E N
T R
U N
W A
Y
TAXIWAY "A"
2+00
4+00
6+00
8+00 6+00 4+00 2+0010+00
TAXIWAY "B"
TAXIWAY "B"
AREA-1
TAXIWAY "B"
AREA-2
02-26-18 95% Preliminary Design
05-11-18 Pre-Construction Progress
07-13-18 100% Design
05-24-19 BULLETIN #1
C-102
PAVEMENT DETAILS
EXISTING CONCRETE PAVEMENT - NOTE CONCRETE OVERLAY
ENCOUNTERED NORTH OF STATION 57+00
EXISTING OVERLAY REFER TO CORE LOG
EXISTING CROSS SECTION (TYPICAL) - A1-A2
2"
NO SCALE
REFLECTIVE CRACK MEMBRANE BETWEEN STATIONS 56+00 AND 85+00
ALONG THE LONGITUDINAL CONCRETE JOINTS (APPROX. 25 FEET FROM EACH PAVEMENT EDGE)
TACK COAT
EXISTING TAXIWAY J AND H
PROPOSED 4 INCH OVERLAY
TACK COAT EXPOSED CONCRETE SURFACE AND
BETWEEN EACH LAYER OF ASPHALT.
EXIST. 2.5" ASPHALT OVERLAY
EXISTING 2" BUTT JOINT
NO SCALE
DETAIL 'B' AND 'B1'
CONCRETE
PATCH EX.CONCRETE SPALLS
AS MARKED BY ENGINEER
EXIST. 2" ASPHALT OVERLAY
MILL EXIST. 2"
ASPHALT OVERLAY
EXISTING TAXIWAY B
EXISTING TAXIWAY B AND WEST APRON
PROPOSED 4 INCH OVERLAY (TWO LIFTS)
TACK COAT EXPOSED CONCRETE SURFACE AND
BETWEEN EACH LAYER OF ASPHALT.
2" BUTT JOINT
NO SCALE
DETAIL 'A AND A1'
PATCH EX.CONCRETE SPALLS
AS MARKED BY ENGINEER
CONCRETE
MILLING
TRANSITION
DET-A
DET-C
B2
B1
PROSPOSED SECTION B1-B2 - TYPICAL OVERLAY
PROPOSED 4" OVERLAY (TWO LIFTS)
TACK COAT EXPOSED CONCRETE SURFACE AND
BETWEEN EACH LAYER OF ASPHALT.
MILL EX. ASPHALT. MAXIMUM
1" MILLING AGGREGATE SIZE.
PATCH EX.CONCRETE SPALLS
AS MARKED BY ENGINEER
TAXIWAY LIGHTS (TYPICAL)
EXISTING GROUND
NO SCALE
EXISTING TAXIWAY B PAVEMENT
PROPOSED 4 INCH OVERLAY (TWO LIFTS)
TACK COAT EXPOSED CONCRETE SURFACE AND
BETWEEN EACH LAYER OF ASPHALT.
EXISTING TAXIWAY
"E"
DETAIL 'C AND C1'
NO SCALE
4" DEEP BUTT JOINT
DET-E
1.5%
1.5%
PROPOSED 4 INCH (TWO LIFT OVERLAY)
OFFSET JOINTS BETWEEN LAYERS MINIMUM
1.5 FEET.
CUT BACK EACH PAVING LANE MINIMUM 3
INCHES PRIOR TO INSTALLING ADJACENT LANE.
TACK COAT EXPOSED EDGE
LONGITUDINAL JOINT
NO SCALE
DET-F
CUT BACK EACH LANE (TYP.)
CUT BACK EACH LANE (TYP.)
MIN. 6" MDOT CLASS II
MORTAR BED
PRECAST LOWHEAD CATCHBASIN -
1/2'' CEMENT MORTAR
PCC PRECAST TOP
ST
EP
PRECAST PCC
NOT TO SCALE
VERTICAL BRICK STACK
INVERT ELEVATION
MATCH EXISTING
#4 BARS SPACED AT 12"
O.C. EACH WAY
PIPE
PRECAST TOP
(3) HANDLING HOLES
2" DIA. AT 120°
SPACING
#5 BAR FOR MAXIMUM
SPACING SEE CHART
(BOTTOM EACH WAY)
PRECAST CONCRETE FOOTING
EXCEPT 4'-0" DIAMETER
#5 BARS PLACE ON TOP OF
BOTTOM BARS
FRAME AND COVER
PER PLAN
#5 BARS PLACE ON TOP OF
BOTTOM BARS
#5 BAR 2'-10" LONG
IN BOTTOM
(2) ADDITIONAL #5 BARS IN THE
BOTTOM CENTERED BETWEEN
THE BOTTOM BARS(1) ADDITIONAL #5 BAR IN THE
BOTTOM CENTERED BETWEEN
THE FIRST AND SECOND BAR NEXT
TO HOLE
(1) ADDITIONAL #5 BAR IN THE
BOTTOM CENTERED BETWEEN
THE FIRST AND SECOND BAR NEXT
TO HOLE
NOTE:
STRUCTURE SHALL CONFORM WITH
MDOT R-1-E UNLESS NOTED
OTHERWISE.
DET-I
NOTE:
1. MARKINGS LOCATED ON CENTER OF
PAVEMENTS.
3. 50' FROM EDGE OF ACTIVE PAVEMENTS
X PAINT MARKING
NOT TO SCALE
DET-H
PAINT 6" TAXI LINE
YELLOW RETROREFLECTIVE
PAINT 6" SOLID
BLACK BORDER
PAINT 6" TAXI LINE
YELLOW RETROREFLECTIVE
TAXIWAY CENTER MARKING
DET-G
AA
PLAN VIEW
SECTION A-A
NOT TO SCALE
CONCRETE SPILLWAY - DETAIL
4'-0" R4'-0" R
PLANE OF WEAKNESS JOINT AT 5'
SPACING (TYP.)
EDGE OF PAVEMENT
4"x4" W2.9xW2.9
WIRE MESH
LEVEL
GEOTEXTILE LINER
MIN. 5" CONCRETE
MIN. 7" CRUSHED STONE
SPILLWAY TO RECIEVE TRANSVERSE
COARSE _ FINISH
DET-J
PARTIAL DEPTH SPALL REPAIR DETAIL 'K'
NO SCALE
DET-K
REMOVE EXISTING CONCRETE SPALL TO
SOUND CONCRETE. CLEAN AND DRY
REMOVAL AREA. APPLY BOND COAT.
INSTALL CONCRETE PATCH PER
SPECIFICATION.
PATCH EX.CONCRETE SPALLS
AS MARKED BY ENGINEER
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