HomeMy WebLinkAboutS-0805 Map 1REVISIONS BY
• FILL GROOVES WITH SEALANT,WPAVEMENT ONLY) 1/2'NON EXTRUDING GITUMINOUS
1191% GROOVE JOINT FILLER WITII ASPHALTIC
T/4 (TOOLED OR SAWED) T1 $EALANT.(PGURED)
•" T
6 FOR PAVEMENTS
FOR SIDE WAIJ(S 3N •! SMOOTH BAR, DOWELS s 2+'
o124 CENTERS, SLEEVE ONE
S t i D/b W. W. F IN 6•Ps1VEMENTS ONLY ENO 'MTH FELT WRAP (APPLIES
FOR 6 PAVEMENTS ONLY
CONTRACTION JOMW CONSTRUCTION JOINT EXPANSION JOINT
,. C. J... - E. J.,.
NOTES I . FOR WALK CONSTRUCTION, SPACE JOINTS AT WALK WIDTH TO 8'
2- FOR WAU(3 u AND WIDER SPACE JOINTS AT :/2 WALK WIDTH AND
USE C C.JOINT ENTIRE LkNGTH OF WALK.
3-FOR PAVEMENT CONSTRUCTION, SEE PLAN FOR JOINTING.
4• SPACE E J s FOR WALKS AT ALL ABUTTING CONSTRUCTION, AT CORNER,
�-RETUR. S, AND AT EVERY IO In. C.:.
/ 1 � \ CONCRETE JOINT DETAIL
SHIN CUT EXISTING
PAVEMENT
FULL DEPTH
BITUMINOUS \
TACK COAT,
EXISTING AGGREGATE
BASE COURSE TO BE
NEW 2' BITUMINOUS
SURFACE COURSE
!—PRIME COAT
G I NEW RASE
COURSE
PROTECTED AND REMAIN / ~EXCAVATE BASE 14
UNDISTURBED TO PREVENT'
LOSS OF DENSITY AND SUPPORT
UNDER EXISTING BITUMINOUS
PAVEMENT
l 3 1 ASPHALT PAVEMENT JUNCTURE
r..l' IRE a GUTTER —
NOTES,
I— SPACE CONTRACTION JOINTS a'I 10 FT AND AT RADIUS
+ RETURNS SPACE EXPANSION JOINTS EVERY IOTM.
CONTRACTION JOINT.
VZOR• M
N' SLOPE NORAL
TYP MIBOSS SLOPk
MAX. SLOPE: I PER FT
7 ' • n BITUM$WUS TAM COAT
TYP
•. • ,. �• /'• :/ Fit .�
d.
SOWN SLOPE
70 IL n
OCNLESS SHOWN OTHE�WISE-
SEE SITE GRADING 9 DRAIMAGS PI, -AM
NEW CURB 8 GUTTER DETAIL
nd
3M" CHAW I I W FT SLOPE
FINISHED i �• ' r. ►•;.-.t::.:.
GRADE :�:' .' `;� ,+ •; y: ;•. t
OILjo'.- 0-* 1
' K DEPRESSES R
FM�N D KAP Ri�t�l G �
nTURN DOWN WALK DETAIL
NOTES:
I. 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
2- USE 6"M.J. RETAINER GLANDS ON ALL JOINTS.
3 ALL HYDRANTS TO BE BLOCKED AS SHOWN.
4 ALL HYDRANTS SHALL BE INSTALLED PLUMB,
0
FACE OF CUM OR CENTER STRIPE
%.l t
�t
�.. 0 .
WOtE :SYMBOL TO BE PAINTED , r � •
WITH WHITE NON- y
REFLECTIVE TRAFFIC
PAINT
few""
4� HANDICAP PARKING SYMBOL
30ASPHALT CONCRETE NOT MIX
/ SURFACE COURSE
-i-
PRIME COAT
0•CRUSHED STONE CASE COURSE
(95% MODIFIED PROCTOR DENSITY)
If MIN. COMPACT EXISTING SUBGRAOE
(98 % STANDARD DENSITY ASTM D-sM)
LINE WPKIM FILL IS TO BE PLACED ON EXISTING SUMMADE,
FULL DEPTH COMPACTION OF SELECT MATERIAL IS REpUIREp
( KE EARTHWORK SECTION OF SPECS.)
6 ASPHALT PAVEMENT SECTION
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