HomeMy WebLinkAbout10IF NEW CURB ABUTTS
EXISTING PAVEMENT MILL
DOWN EXISTING PAVEMENT 1
6X6 WWF REINFORCEMENT 1/2" DEEP BY 2' WIDE AND
SEE DETAIL #10 OR 11 G4.1 RESURFACE
4" OR 6"
SEE PLAN
i� 45' °(o CF q �o �° �o�o
8"
#5 BAR CONTINUOUS
1 CONCRETE SLAB Cay PAVING
NTS
IF NEW CURB ABUTTS EXISTING PLACE 1/2" BIT. EXP. JT.
PAVEMENT MILL DOWN EXISTING PAVEMENT R �4" 1" 6" MAX. 30 O.C. IN CURB AND
1 1/2" DEEP BY 2' WIDE AND RESURFACE2,-0„ I J CONTROL JTS. 10 O.C. MAX.
1"
I 1111=1 I I=I' "
1I1=1IEl
co -111
I _
#4 BARS CONT. WHERE CURB
oc9V °V � eP �ABUTS EXIST. CURB AND OR
WALK, DRILL MIN. 4" INTO
EXIST. AND INSERT BAR
2 6" CURB
NTS
Lt" BIT. EXP. JT. MAIL
EXIST. NEW
WALK WALK
4„
6X6– W2.9XW2.9
X12
COMP. SUB–BASE
3 NEW WALK TO EXIST=WALK
NTS
SLOPE CURB DOWN TO MEET
2'-0" FINAL WALK OR PAVEMENT FLUSH.
CURB FACE ; - .-- .
IA
4 SLOPED CURB END
NTS
TOOLED CONTROL JTS.
4" CONC. SLAB W/6X6 10/10
1/8" WIDE, MIN. 1"
W.W.F. W/BROOM FINISH. CONTROL
DEPTH
JTS. 0 10'-0" O.C. MAX. & EXP.
OO
JTS. ® 40'-0" O.C. MAX.
APPLIED ANTI SPALLING
SEE DETAIL
COMPOUND
8,9
TOOL JC
0
G4.1
o0O
TYP
0
0
NOTE: CONTROL JTS. &
=III=III=III=III=III=III=III=III=III
EXPANSION JTS. SPACING
I-III=III-III=III II I� l=„I
l 11 - MAY VARY. THE DIMENSIONS
�I iI II
it
ABOVE ARE MAXIMUM. SEE
OTHE
PLANS FOR ANY VARIATIONS
1 ” SAND LEVELING COURSE
EITHER INDICATED OR IMPLIED.
5 4" CONCRETE
SLAB DETAIL
O
DRIVEN POST
NTS
TOOLED CONTROL JTS.
6" CONC. SLAB W/2 LAYERS OF
1/8" WIDE, MIN.
6X6 6/6 W.W.F./BRO,OM FINISH.
1-1/8" DEPTH
CONTROL JTS. ® 12'-0" O.C. MAX.
PACER REQUIRED
FOR ALL BOLTS
& EXP. JTS. ® 40'-0" O.C. MAX.
APPLIED ANTI SPALLING
SEE DETAIL
COMPOUND
8,9
G4.1
NOTE: CONTROL JTS. &
DIRECTION
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
_
II=III=III=III=III=III=III=III=III=III
ABOVE ARE MAXIMUM. SEE
-1 I=1 I=1 I=1 11=1 11=1 11=1 11=1 I-1
11=1 PLANS FOR ANY VARIATIONS
11 -III -III -III -III -III -III.. -III.. -III
-1.11= EITHER INDICATED OR IMPLIED.
\
1 " SAND LEVELING COURSE -�
6 6" CONCRETE SLAB DETAIL
NTS
1-. t
TOOL
07
JOINT
0
0
OO
OO
OO
OO
OO
„
0
0
0
TOOL JC
0
0
o0O
TYP
0
0
00
LIGHT B
(01:00
ILLI
UNLESS
IN TRAC
OTHE
CURB
9 ACCESSIBLE
RAMP
PROEI
DE
NTS
O
DRIVEN POST
PPER POST
ZOOM FINISH TYPICAL
NOTED OTHERWISE.
< & FILED AREAS BENEATH
IC SURFACES PROVIDE
HEAVY BROOM FINISH
v1/
8 CONCRETE SURFACE DETAIL
NTS
00oo000000o0
0
0
OO
OO
OO
OO
OO
o0
0
0
0
00000000000o
0
0
o0O
OR ASPHALT PAVING
0
0
00
(01:00
ILLI
om
***(*,) W**o*
0
0
0
OO
OO
OO
OO
OO
o0
0
0
0
0
0
0
o0O
OR ASPHALT PAVING
0
0
00
(01:00
ILLI
TRUNCATED DOME SIZE /
AND SURFACE PATTERN
SHALL MEET ACCESSIBILITY
STANDARDS
0 A :0 7M,
TRUNCATED DOME DETAIL
.2'
10 DETECTABLE WARNING SURFACE
NTS
PREFORMED EXPANSION JOINT
0
RAMP TO HAVE
DETECTABLE
WARNING SURFACE
SEE DETAIL 21 G4.1
TO STREET 8"XS' OR 12"X12", ADA COMPLIANT
DETECTABLE WARNING CONCRETE PAVERS SET
INTO BITUMINOUS SETTING BED FLUSH WITH
SURROUNDING SURFACES. SEE DETAIL 10 FOR
DETECTABLE SURFACE.
SAND SWEPT JOINTS
4 OR 6' CONCRETE SLAB, SEE PLAN 3/4" BITUMINOUS SETTING BED
4! CONCRETE SLAB
— -• —.-� •,•_ate —' t, •• .- PREFORMED EXPANSION JOINT
TEE
' 1" COMPACTED SAND LEVELING 1/2" X 6" SMOOTH DOWEL L -STREET ASPHALT PAVING AND
COURSE ROD O 12" O.C. ALONG PAVER COMP. AGGREGRATE BASE
ACTED SUBGRADE AREA. GREASE & DOWEL CAP SEE CIVIL PLANS
WITH BARSTOP EACH END
/05 BAR CONTINUOUS THRU
CURB EACH SIDE OF DETECTABLE SURFACE
11 DETECTABLE WARNING PAVER DETAIL - ALTERNATE #2
SCALE: N.T.S.
1'-0" X 1'-0" LAYOUT
GRID
PAINT ON
PAVING
12 ACCESSIBLE PARKING LOGO
NO SCALE
24"x1/2" DIA. SMOOTH BAR LIGHT BROOM FINISH TYPICAL
®18"0 C. GREASE AND UNLESS NOTED OTHERWISE.
1/2- PR FORMED EXPANSION DOWELL CAP W/BARSTOP IN TRACK & FILED AREAS BENEATH
JOINT WNE TFO-PIEIVELING 0 BOTH ENDS SYNTHETIC SURFACES PROVIDE
SEALANT/ PROVIDE HEAVY BROOM FINIS
2" TOOL JOINT 2" TOOL JOINT I ----r4" TOOL JOINT
FTF�l
" TOOL JOINT
` /2"R. ROLL EDGE
1/8 .1 W DE 'MIN. TOOLED CONT. JOINT
AND 1/4 OF SLAB DEPTH
EXPANSION JOINT CONTROL JOINT EDGE CONDITION
7 TYPICAL CONCRETE JOINT DETAILS
NTS
12 R 1" 12" R 1"
"
PARKING SIGN 18"X12"
MODEL 38176HL ,
HEAVY DUTY .063"
ID
-k-4 1 ALUMINUM AS MANUF.
zo NG BY CHAMPION AMERICA •
1-800-521-7000 PAIING
VAN P,6RKING
SIGN 6 X12
MODEL 38154HL
WHERE SPECIFIED
U CHANNEL POST °D
00
ip tD
11111/1111 :1111111 . , ,,=-=1111= 11111
k-,lllllll=lLFtulLfflll
-111111IIIII� -
111111= 111111-111
-111111I-111111- 111111uim=1111=III
��— mm
15 SIGN - ACCESSIBLE PKG-
NTS
CURB
6'-0"
DIRECTION C
MIN.
MP TO HAVE DETECTABLE
B EXPANSION JOINT - SEE
-WARNING SURFACE SEE
DETAIL 18 G4.1
21 G4.1
=
d
17AIL
CONCRETE WALK
DETAILS 8N G4.1�-SEE
OR ASPHALT PAVING
O
POSTS WHEN POSITIONED IN THE UNBOLTED CONFIGURATION.
ILLI
OTHE
CURB
9 ACCESSIBLE
RAMP
\\ /\/\
j�/
NTS
TO STREET 8"XS' OR 12"X12", ADA COMPLIANT
DETECTABLE WARNING CONCRETE PAVERS SET
INTO BITUMINOUS SETTING BED FLUSH WITH
SURROUNDING SURFACES. SEE DETAIL 10 FOR
DETECTABLE SURFACE.
SAND SWEPT JOINTS
4 OR 6' CONCRETE SLAB, SEE PLAN 3/4" BITUMINOUS SETTING BED
4! CONCRETE SLAB
— -• —.-� •,•_ate —' t, •• .- PREFORMED EXPANSION JOINT
TEE
' 1" COMPACTED SAND LEVELING 1/2" X 6" SMOOTH DOWEL L -STREET ASPHALT PAVING AND
COURSE ROD O 12" O.C. ALONG PAVER COMP. AGGREGRATE BASE
ACTED SUBGRADE AREA. GREASE & DOWEL CAP SEE CIVIL PLANS
WITH BARSTOP EACH END
/05 BAR CONTINUOUS THRU
CURB EACH SIDE OF DETECTABLE SURFACE
11 DETECTABLE WARNING PAVER DETAIL - ALTERNATE #2
SCALE: N.T.S.
1'-0" X 1'-0" LAYOUT
GRID
PAINT ON
PAVING
12 ACCESSIBLE PARKING LOGO
NO SCALE
24"x1/2" DIA. SMOOTH BAR LIGHT BROOM FINISH TYPICAL
®18"0 C. GREASE AND UNLESS NOTED OTHERWISE.
1/2- PR FORMED EXPANSION DOWELL CAP W/BARSTOP IN TRACK & FILED AREAS BENEATH
JOINT WNE TFO-PIEIVELING 0 BOTH ENDS SYNTHETIC SURFACES PROVIDE
SEALANT/ PROVIDE HEAVY BROOM FINIS
2" TOOL JOINT 2" TOOL JOINT I ----r4" TOOL JOINT
FTF�l
" TOOL JOINT
` /2"R. ROLL EDGE
1/8 .1 W DE 'MIN. TOOLED CONT. JOINT
AND 1/4 OF SLAB DEPTH
EXPANSION JOINT CONTROL JOINT EDGE CONDITION
7 TYPICAL CONCRETE JOINT DETAILS
NTS
12 R 1" 12" R 1"
"
PARKING SIGN 18"X12"
MODEL 38176HL ,
HEAVY DUTY .063"
ID
-k-4 1 ALUMINUM AS MANUF.
zo NG BY CHAMPION AMERICA •
1-800-521-7000 PAIING
VAN P,6RKING
SIGN 6 X12
MODEL 38154HL
WHERE SPECIFIED
U CHANNEL POST °D
00
ip tD
11111/1111 :1111111 . , ,,=-=1111= 11111
k-,lllllll=lLFtulLfflll
-111111IIIII� -
111111= 111111-111
-111111I-111111- 111111uim=1111=III
��— mm
15 SIGN - ACCESSIBLE PKG-
NTS
® THE BOLTS SHOWN SHALL BE 96 BY 2 GALVANIZED BOL
ACCORDANCE WITH ASTM A 449, OR SAE J429, GT.9; OR GALVANIZED BOLTS
IN ACCORDANCE WITH ASTM A 325. —
16 _ STOPSIGN POST SPLICE
NTS
4" WIDE,
YELLOW OR BLUE
PAINTED LINES,
SEE PLAN
13 PAINTED CROSSWALK /PARKING ISLANDS
ALUMINUM FLAGPOLE IN DARK BRONZE
COLOR AND SATIN FINISH.
CONC. WALK W/1/2" 3'-9" -ALUM. GROUND PROTECTOR
PREFORMED EXP. JT. AND
SEALANT IN TOP 1/2" —�
COMPACTED SUBGRADE
ALUM. FLASH COLLAR �NIgH
WATERPROOF CEMENT
_ WEDGES (4)
REFER TO TAMPED, SCREENED, DRY SAND
MANFACTURES A.
RECOMENDATIONS
METAL TUBE Y4" THICK
STEEL WEDGE (4)
6" Lf" STEEL PLATE
2.-0"
1'-0" MIN.
LIGHTNING GROUND SPIKE
14 FLAG POLE DETAIL
NTS
NTS
tV
Lu
t-
0
W
0
Lu
3
Q
t
m
�p
C9
a
X cl)
W j
Ja 0 Q
Lu Z
w�a U Q
��a N O
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ValJ �
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LL °C �C
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(n U
3" THICK 6"x6" AQUA BRICK CONCRETE E
POROUS PAVERS WITH SAND SWEPT JOINTS O
2" BEDDING
4" CRUSHED AGGREGATE BASE V
CONCRETE SLABAll LASTIC EDGE RESTRAINT •
STOOP SEE PLANS .
e 8
0 . a °° 0o ° ° . - " O - --'��o 10-12" STEEL SPIKE
I I I°ISI Ip0I
aIlaIE9II-:EiIIEiII r I—I I I-1 •
6 SUB–BASE MIN.
COMPACTED SUBGRADE
17 POROUS PAVER
NTS
FINISH GRADE
STANDARD TACK COAT Os
PRIME COAT
1 1/2" SURFACE COURSE •
2 1/2" BINDER COURSE M
6" COMPACTED STONE BASE
COMPACTED & WELL 00
DRAINED SUBSOIL
A •
t-
18 ASPHALT PAVEMENT M
NTS
0
CHERRY TREE SOFTBALL COMPLEX RENOVATIONS
208032.00.00
GENERAL NOTES
DIRECTION C
THE SPACER THICKNESS SHALL BE Lie" LESS THAN THE GAP BETWEEN THE
OF TRAFFIC
`�
=
d
a
O
POSTS WHEN POSITIONED IN THE UNBOLTED CONFIGURATION.
OTHE
BOLT, SPACER, WASHER AND NUT SHALL BE INSTALLED IN A
o\\\\/
a///j�/j
\\ /\/\
j�/
O
DRIVEN POST
PPER POST
PREPUNCHED HOLE WITHIN THE FIRST 2" OF THE END OF THE LAPPED
//\
\//
PACER REQUIRED
FOR ALL BOLTS
POST SECTION. THE MAXIMUM SPACING BETWEEN THE BOLTS SHALL BE 4"
DIRECTION
OF TRAFFIC
O
OTHE
DRIVEN POST SHALL ALWAYS BE MOUNTED IN FRONT OF THE UPPER POST
_
WITH RESPECT TO ADJACENT ONCOMING TRAFFIC, REGARDLESS OF THE DIRECTION
PACER THICKNESS
THE SIGN IS FACING.
SECTION
"A -A"
" " TS IN
® THE BOLTS SHOWN SHALL BE 96 BY 2 GALVANIZED BOL
ACCORDANCE WITH ASTM A 449, OR SAE J429, GT.9; OR GALVANIZED BOLTS
IN ACCORDANCE WITH ASTM A 325. —
16 _ STOPSIGN POST SPLICE
NTS
4" WIDE,
YELLOW OR BLUE
PAINTED LINES,
SEE PLAN
13 PAINTED CROSSWALK /PARKING ISLANDS
ALUMINUM FLAGPOLE IN DARK BRONZE
COLOR AND SATIN FINISH.
CONC. WALK W/1/2" 3'-9" -ALUM. GROUND PROTECTOR
PREFORMED EXP. JT. AND
SEALANT IN TOP 1/2" —�
COMPACTED SUBGRADE
ALUM. FLASH COLLAR �NIgH
WATERPROOF CEMENT
_ WEDGES (4)
REFER TO TAMPED, SCREENED, DRY SAND
MANFACTURES A.
RECOMENDATIONS
METAL TUBE Y4" THICK
STEEL WEDGE (4)
6" Lf" STEEL PLATE
2.-0"
1'-0" MIN.
LIGHTNING GROUND SPIKE
14 FLAG POLE DETAIL
NTS
NTS
tV
Lu
t-
0
W
0
Lu
3
Q
t
m
�p
C9
a
X cl)
W j
Ja 0 Q
Lu Z
w�a U Q
��a N O
�U, }z
�J� V W
ValJ �
�W �V
LL °C �C
O a
(n U
3" THICK 6"x6" AQUA BRICK CONCRETE E
POROUS PAVERS WITH SAND SWEPT JOINTS O
2" BEDDING
4" CRUSHED AGGREGATE BASE V
CONCRETE SLABAll LASTIC EDGE RESTRAINT •
STOOP SEE PLANS .
e 8
0 . a °° 0o ° ° . - " O - --'��o 10-12" STEEL SPIKE
I I I°ISI Ip0I
aIlaIE9II-:EiIIEiII r I—I I I-1 •
6 SUB–BASE MIN.
COMPACTED SUBGRADE
17 POROUS PAVER
NTS
FINISH GRADE
STANDARD TACK COAT Os
PRIME COAT
1 1/2" SURFACE COURSE •
2 1/2" BINDER COURSE M
6" COMPACTED STONE BASE
COMPACTED & WELL 00
DRAINED SUBSOIL
A •
t-
18 ASPHALT PAVEMENT M
NTS
0
CHERRY TREE SOFTBALL COMPLEX RENOVATIONS
208032.00.00