HomeMy WebLinkAboutS-0805 Map 5FILL GROOVES WITH SEALANT,(60PAVEMENT ONLY) I/2"NON EXTRUDING OITUMINOUS
I/SAWIDE GROOVE JOINT FILLER WITH ASPHALTIC
Ty4 (TOOLED ORSawEO) T/ SEALAN7.IPO1JRE0)
.. ... T
6o FOR PAVEMENTS
4 FOR SIDE WALKS 3N "0 SMOOTH SAR DOWELS ■ 24-
at z4 CENTERS, SLEEVE ONE
>< 6 x ID/10 W. W. F IN 6"PAVEMENTS ONLY ENO 'NTH FELT WRAP(APPLIES
FOR 6 PAVEMENTS ONLY
CONTRACTION JOIN: CONSTRUCTION JOINT EXPANSION JOINT
C.J." E-J."
NOTES I - FOR WALK CONSTRUCTION, SPACE JOINS AT WALK WIDTH TO 9'
2•FOR WALKS u AND WIDER SPACE JOINTS AT ,/2 WALK WIDTH AND
USE G JOINT ENTIRE LENGTH OF 1YALX.
3-FOR PAVEMENT CONSTRUCTION, SEE PLAN FOR JOINTING.
4• SPACE E J • FOR WALKS AT ALL ABUTTING CONSTRUCTION,ATCOWAR,
RETUR7 3, AND AT EVERY 10 Ih. C..-
I l CONCRETE JOINT DETAIL
SAW CUT EXISTING
PAVEMENT
FULL DEPTH
BITUMINOUS \
TACK COAT,
EXISTME AGGREGATE awc
LASE COURSE TO BE Re
PROTECTED AND REMAIN
UNDISTURBED TO PREVENT
LOSS OF DENSITY AND SUPP
UNDER EXISTING BITUMINOUS
PAVEMENT �w%.
NEW 2p BITUMINOUS
SURFACE COURSE
I --PRIME COAT
s 7
I NEW D.9SE
COURSE
XCAVATE BASE 1A
ASPHALT PAVEMENT JUNCTURE
•.XpB a GUTTER
N E
I- SPACE CONTRACTION JOINTS a 10 FT AND AT RADIUS
1 RETURNS SPACE EXPANSION JOINTS EVERY IOTH.
CONTRACYION JOINT.
TMP' M►N' SLOPE NORMAL
CROSS SLOPE.
MAX. SLOPE: I PER FT.
BFTUt1 MUS TACK COAT
WN SLOPE
r 1=
OLNLESS SHOWN OTHE4WISE-
SEE SITE GRADING a DRAINAGE PLAN
NEW CURB 8 GUTTER DETAIL
30ASPHALT CONCRETE NOT MIX
SURFACE COURSE
ar�•wP�r6�
PRIME COAT
S"CRUSHED STONE DASE COURSE
(95%MODIFIED PROCTOR DENSITY
r MIN. cOMPACT Ex15T1MG SUAGRADE
(M % STANOMO OENS►TY ASTM D-iN)
11M VWWRE FILL IS TO SE PLACED ON EXISTING SUOGRAOE,
FULL DEPTH COMPACTION OF SELECT MATERIAL IS RWAXUMM
( SEE EARTHWORK SECTION OF SPECS.)
/T�\ ASPHALT PAVEMENT SECTION
3)• CH
MSML
I I
I FT SLOPE
,
,:'�•% r
'r
GRADE u
:jL; ' '�..•
.t �:
K DEPRE!SSE D FOFZ
MkNDK,AP
RAMP
TURN DOWN WALK DETAIL
TES:
1. DRAINAGE BED SHALL CONSIST OF CRUSHED STONE OR
COURSE GRAVEL WITH COURSE SAND. MINIMUM VOLUME
2 CUBIC YARDS 6 EXTENDING A MINIMUM OF 6 INCHES
ABOVE DRAIN OUTLET.
Z USE 6"M•J. RETAMIER GLANDS ON ALL JOINTS.
3 ALL HYDRANTS TO BE BLOCKED AS SMWN•
4 ALL HYDRANTS SHALL BE INSTALLED PLUMB.
e
�— FACE OF CURS OR CENTER STRIPE
Kn
1
NOTE : SYMSOL TO BE PAINTED
WITH WHITE NON- y`
REFLECTIVE TRAFFIC
PAINT
IMUIRED
/'41 HANDICAP PARKING SYMBOL
EXISTING
/ PARKING
/27/SP4CE,
.V
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