HomeMy WebLinkAboutS-0805 Map 4FILL GROOVES WITH SEALANT,(6'PAVEMENT ONLY) 1/2 NON EXTRUDING DITUMINOUS
I/SA WIDE GROOVE JOINT FILLER WITH ASPHALTIC
(TOOLED OR SAWED) T/ SEALANT.! PCURED)
._ T
. , r
6 FOR PAVEMENTS
t FOR SIDEWALKS 3AN'6 SMOOTH BAR DOWELS 124"
W Zt CENTERS, SLEEVE ONE
i s i s c/b W- K F IN 6 *PAVEMENTS ONLY END ''#"TH FELT WRAP(APPLIES
FOR 6'PAVEMENTS ONLY
COMTRACTION Jorw CONSTRUCTION JOINT EXPANSION JOINT
" C.J." - E. J...
NOTES I • FOR WALK CONSTRUCTION, SPACE JOINTS AT WALK WIDTH TO 8'
2- FOR WALKS L AND WIDER SPACE JOINTS AT '/2 WALK WIDTH AND
USE 4 JOINT ENTIRE L64GTH OF WALK.
3-FOR PA%7iMENT CONSTRUCTION, SEE PLAN FOR JOINTING
t- SPACE E J s FOR WALKS AT ALL ABUTTING CONSTRUCTION, AT CORNER,
RETUR' i, AND AT EVERY 0 In. C.--
1 \ CONCRETE JOINT DETAIL
SAW CUT EXISTING
PAVEMENT
FULL DEPTH
TUMINous \ M
TACK COAT,-
Elnll f N0 ASGREGATE
SASE COURSE TO BE
PROTECTED AND REMAIN
UNDISTURBED TO PREVENT
LOSS OF DENSITY AND SUP
UNDER EXISTING SITUMINOU
PAVEMENT
NEW 20 BITUMINOUS
SURFACE COURSE
1—PRIME COAT
S �( NEW 0.4SE
COURSE
BASE 1;1
ASPHALT PAVEMENT JUNCTURE
CURS S, GUTTER
NOTES --
I.- SPACE CONTRACTION JOINTS a 10 FT AND AT RADIUS
RETURNS SPACE EXPANSION JOINTS EVERY IOTH.
CONTRACYION JOINT.
IvzaR. MIN' SLOPE NORMAL
TYP ROSS SLOPE•
'„. X. SLOPE: I PER FT.
BfTUNINOus TACK COAT
' YP
iWN SLOPE
r IL n
si:NLESS SHOWN OTHERWISE -
SEE SITE GRADING 9 DRAINAGE PLAN
NEW CURB 8 GUTTER DETAIL
�/2"BATTER
3x• CHUM• FL SLOPE
FL SLOPE
PMMED
GRADE v �' :, .•.
s ' 1p
p SSE-D�FOR
Fi�NcIc.�P RI.MD
d
/21TURN DOWN WALK DETAIL
NOTES
I. DRAINAGE BED SHALL CONSIST Of CRUSHED STONE OR
COURSE GRAVEL WITH COURSE SAND. MINIMUM VOLUME
2 CUBIC YARDS B EXTENDING A MINIMUM OF 61NCHES
ABOVE DRAIN OUTLET
2. USE 60M.J. RETAINER GLANDS ON ALL JOINTS.
3 ALL HYDRANTS TO BE BLOCKED AS SHOWN.
4 ALL HYDRANTS SHALL BE INSTALLED PLUMB.
t— FACE OF CURS oR CENTER STRIPE
o IZ'
rt
WM : SYMBOL TO 9E PAINTED
WITH WHITE NON-
REFLECTIVE TRAFFIC
PAINT
4 \ HANDICAP PARKING SYMBOL
30ASPHALT CONCRETE NOT MIX
/ SURFACE COURSE
PRIME COAT
D"CRUS►+ED STONE CASE COURSE
(SS•/. MODIFIED PROCTOR DENSITY)
d MIN. COMPACT EXISTING sUSGRAOE
�. I % STANDARD DENSITY AST D-61S)
NOTE WHERE FILL 13 TO BE PLACED ON EXISTING SUSGRAOE,
FULL DEPTH COMPACTION OF SELECT MATERIAL IS REOUIINW
( SEE EARTHWORK SECTION OF SPECS.)
/T1 ASPHALT PAVEMENT SECTION
TOTALS
0oMHLtt.1ITY �_4-P61 7,t-00%•F
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SITE PLAN N
I
EXISTING
PARKING
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PROPOSED"
FIRE STATION
DRIVE
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