HomeMy WebLinkAbout3.2 Site DetailsCOMBINED WALK
CURB
6" CURB
4" BLUE PAINT
STRIPE (1W.)
4" WIDE BLUE
PAINT STRIPES
(TYP.)
96" min.
CONCRETE PARKING BUMPER
WHEEL STOP
INTERNATIONAL SYMBOL
OF ACCESSIBILITY; BLUE
8' -O" ACCESSIBLE SPACE
ae ae 1 at r a t
a M 1 1 F T1 a. x. R FO
EDGE OF PVMI 1-- -IA'
OF CURB
6► DETECTABLE WARNING S 6'
PER ANSI A117.1
1 p :R FOOT
4" --T
SECTION A A
6" CURB
ACCESSIBLE PARKING SPACES SHALL BE
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE. SEE DETAIL S1 -01.
*AISLE
60" min.
SIDEWALK
ISOMETRIC
2440mm 1525mm 2440mm
**5' -O" MIN. AISLE FOR REGULAR SPACE
**8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
COMBINED WALK CURB
ACCESSIBLE SPACE
FACE OF CURB
INTERNATIONAL SYMBOL
QF ACCESSIBILITY; BLUE
96" min.
INTERNATIONAL SYMBOL
OF ACCESSIBILITY; BLUE
4" BLUE PAINT
STRIPE (TYP.)
**AISLE
*5' -'0" MIN. AISLE FOR REGULAR SPACE
"8' -O" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
NOTE ONE IN EIGHT ACCESSIBLE SPACES SHALL 8E VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
6" MONOLITHIC
CURB AND WALK
ACCESSIBLE PARKING W/ DEPRESSED CURB RAMP
SCALE: NONE
ACCESSIBLE PARKING SPACE
SCALE: NONE
ACCESSIBLE PARKING W/ BUILT -UP PAVEMENT
SCALE: NONE
CONCRE
BASE
SEE DETAIL AC -3B
4" BLUE PAINT
STRIPE (TYP.)
*5' -O" MIN. AISLE FOR REGULAR SPACE
**8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
COMBINED WALK CURB
L4" BLUE PAINT
STRIPE (TYP.)
CONTROL JOINTS
6" O.C.
ACCESSIBLE PARKING W/ BUILT -UP CURB RAMP
SCALE: NONE
A:JCESSIBLE PARKING SPACES SHALL BE
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST
THE CHARACTERS, SYMBOLS AND BACKGROUND
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER UGHT CHARACTERS ON A DARK BACKGROUND
OR DARK CHARACTERS ON A UGHT BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL.
HAVE AN ADDITIONAL SIGN VAN ACCESSIBLE"
MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY.
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL ANNEL POST
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. (2# CH 8' -i0" L
CH
rie .4•
16"
SLWACE MOUNT
PLANTING OR
YARD AREA
EDGE OF PAVEMENT
MI -30
(1 SIGN PER SPACE)
ACCESSIBLE SPACE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN
ISOMETRIC ACCESSIBLE, BUT NOT LESS THAN ONE.
6' -0" Min.
SECTION
*5' -0" MIN. AISLE FOR REGULAR SPACE
*8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
ACCESSIBLE PARKING W/ RECESSED RAMP
SCALE: NONE
POST TO BE
SLOPED PRE PAINTED GALVANIZED STEEL
FINISHED GRADE
ACCESSIBLE PARKING SIGN DETAIL
SCALE: NONE
ISOMETRIC
REFLECTIVE
M
IBC \CABO \ANSI A 117.1 -1992
ACCESSIBLE RAMP DETAIL
ACCESSIBLE
PARKING
ACCESSIBLE SPACE
8' -0" MIN.
BELOW SURFACE MOUNT
NTERNATIONAL SYMBOL
OF ACCESSIBILITY; BLUE
4" BLUE PAINT
STRIPE (TYP.)
FINISHED GRADE
RETURNED CURB RAMP
SCALE: NONE
PAVEMENT
FLARED SIDE
Max. 1:10
BACKFILL
BACKFILL
3" TOP SOIL
3" TOP SOIL
1. DEPRESS CURB THRU DRIVES
2. DRIVE GRADE POSITIVE FROM
BACK OF CURB 5' Min. Length.
PLAN
6' MIN.
4' -0" Min.
WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO
EXCEED 4
WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO
EXCEED 4
T.C. ELEV.
f
nntlnOnoCQ0.9QiQ,0(9,C r
24"
COMPACTED STONE BASE
DCAM 12 -01 -A
DETECTABLE WARNING SURFACE
PER ANSI A117.1
EDGE OF PVMT
FLARED SIDE
Max. 1:10
FACE OF CURB
ACE OF CURB
ACCESSIBLE RAMP DETAIL
SCALE: NONE
COMPACTED STONE BASE
P.C. CONCRETE
NOTE: SAWCUT CONTROL JOINTS 10"
O.C. AND AT ENDS OF ALL RADIUS
RETURNS.
6" MONOLITHIC
CURB AND WALK
CHAIPBACK CURB AND GUTTER
SCALE: NONE
COMPACTED STONE BASE
NOTE: SAWCUT CONTROL JOINTS 10"
O.C. AND AT ENDS OF ALL RADIUS
RETURNS.
P.C. CONCRETE
REVERSE SLOPE CHAIRBACK CURB AND GUTTER
SCALE: NONE
VALLEY GUTTER
SCALE: NONE
PAVEMENT
TRANSVERSE EXPANSION JOINTS —Z
0 100' C -C AND AT ALL RADII RETURNS
PVMT. SURFACE
8 -INCH DIAMETER STEEL POST
FILLED W /CONCRETE PAINTED
HIGHWAY YELLOW
6"
PROFILE
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
1.5"R
EJ*
CONE TOP
TOP OF 6" CURB
(DCAM #12 -04)
1/2" EXPANSION JOINT REQ'D WHERE CURB ABUTS CONCRETE WALK OR PAVEMENT
CONCRETE STRAIGHT CURB
SCALE: NONE
CURB END TRANSITION
SCALE: NONE
PVMT. ELEVATION
CURB JOINT DETAIL
SCALE: NONE
TOP OF CURB
STEEL POST
FILLED W /CONCRETE
PIPE BOLLARD DETAIL
SCALE: NONE
1" HMA SURFACE 9.5 mm
(1" #11 H.A.C. SURFACE)
2 1/2" HMA INTERMEDIATE 12.5 mm
(2 1/2" #9 H.A.C. BINDER)
8" HMA BASE 25.0 mm
(8" #5D H.A.0 BASE)
THICKEN CONCRETE AT PAVEMENT" COMPACTED #5
EDGES AND WHERE PAVEMENT CRUSHED AGGREGATE
ABUTS ASPHALT PAVING
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
THICKEN CONCRETE AT PAVEMENT." COMPACTED
EDGES AND WHERE PAVEMENT CRUSHED AGGREGATE J
ABUTS ASPHALT PAVING PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
1" RADIUS
TOOLED EDGE
PAVEMENT
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
6x6 10/10 WWM
�1'�il�'!1' 11- 11�"�tl- Ili" ill- ll- ll II 11 •11- 1 /��I- 11- 11 '11- 11- II -lt- ill -Il
11 11:11 11 2 112 111 -11. -11--11- -t1-l1- 11-11-- l1-tl-11 -11-11 N-
11- 11- 1 i 11 11 1 1- Il- 11=[ 1= 11= tl.= 11= 11�- 1[ 11, Il' 1l�
.11 =t1= It =11.= t1. =11.= t1=. 1= 11= 11= 11= 11= fi= X11= 11:= 11= It. =1l =t! 11= 1t= 11�l1: -11=
a O O v O v O tJ O V O V V O V O V O
11 11 11 11 117 4 :11 11 11 11 11 11 11 11=41 11 If
11 11 11 11 !1 -11' 11=11 11 =11= 11 11 11 11` 11 11= 11=
:11= 11= 1111 =11#1 -11=;1 11-11=- 11= 11 =11= 111 =11= 11 =11= 11 =11 11 11
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE.
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND
WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
AS WAU S. MEDIUM BROOM FINISH TO BE APPUED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SIUCON JOINT SEALER.
1/4" WID
TOOLED
JOINT
WIDTH PER PLAN
REINFORCED
WIDTH PER PLAN
4" PORTLAND
CEMENT CONCRETE
ON PREPARED SUBGRADE
4" PORTLAND
CEMENT CONCRETE
WITH LEVELING COARSE
WIDTH PER PLAN
PLAIN
1 /8"RADIUS
FILL WITH JOINT SEALER
6" PORTLAND CEMENT CONCRETE
4000 PSI W/ FIBER REINFORCEMENT
KEYWAY FORMED BY
FASTENING KEY TO FORM
SAWCUT 1/4" CONTROL JOINT
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE
PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING
FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS
AND WALKS.
EXPANSION JOINT
TERMINAL EDGE
TERMINAL EDGE
CONCRETE PAVEMENT
SCALE: NONE
6" PORTLAND CEMENT CONCRETE
4000 PSI W/ FABER REINFORCEMENT
3" COMPACTED SAND OR
CRUSHED AGGREGATE
L.EVEUNG COARSE
CONCRETE WALK
SCALE: NONE
PORTLAND CEM
CONCRETE
TRANSVERSE MEDIU
BROOM FINISH
1. PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON
SITE PLAN OR AT INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK.
EXTEND TRANSVERSE JOINTS THROUGH CURB TOP AND FACE.
2. COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE
DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING
THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE
MATERIAL, WHICH CANNOT BE COMPACTED ATISFACTORILY, SHALL BE
REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF
AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR
DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL
SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE.
COMBINED WALK AND CURB
SCALE: NONE
CONCRETE JOINT DETAILS
SCALE: NONE
2001 -1
C.) (0 co
L j i fr)
mgc v.. 7s
cz) J j I N
Qn
\111111! I I I I I II1 ill /1///
I N cr 0 GIST ER
No.
PE19500055
STATE OF
DATE:
12-03-2001
SCALE:
AS NOTED
SHEET No.
CS
Z
OC
SLi E Q
S a
COMBINED WALK
CURB
6" CURB
4" BLUE PAINT
STRIPE (1W.)
4" WIDE BLUE
PAINT STRIPES
(TYP.)
96" min.
CONCRETE PARKING BUMPER
WHEEL STOP
INTERNATIONAL SYMBOL
OF ACCESSIBILITY; BLUE
8' -O" ACCESSIBLE SPACE
ae ae 1 at r a t
a M 1 1 F T1 a. x. R FO
EDGE OF PVMI 1-- -IA'
OF CURB
6► DETECTABLE WARNING S 6'
PER ANSI A117.1
1 p :R FOOT
4" --T
SECTION A A
6" CURB
ACCESSIBLE PARKING SPACES SHALL BE
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE. SEE DETAIL S1 -01.
*AISLE
60" min.
SIDEWALK
ISOMETRIC
2440mm 1525mm 2440mm
**5' -O" MIN. AISLE FOR REGULAR SPACE
**8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
COMBINED WALK CURB
ACCESSIBLE SPACE
FACE OF CURB
INTERNATIONAL SYMBOL
QF ACCESSIBILITY; BLUE
96" min.
INTERNATIONAL SYMBOL
OF ACCESSIBILITY; BLUE
4" BLUE PAINT
STRIPE (TYP.)
**AISLE
*5' -'0" MIN. AISLE FOR REGULAR SPACE
"8' -O" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
NOTE ONE IN EIGHT ACCESSIBLE SPACES SHALL 8E VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
6" MONOLITHIC
CURB AND WALK
ACCESSIBLE PARKING W/ DEPRESSED CURB RAMP
SCALE: NONE
ACCESSIBLE PARKING SPACE
SCALE: NONE
ACCESSIBLE PARKING W/ BUILT -UP PAVEMENT
SCALE: NONE
CONCRE
BASE
SEE DETAIL AC -3B
4" BLUE PAINT
STRIPE (TYP.)
*5' -O" MIN. AISLE FOR REGULAR SPACE
**8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
COMBINED WALK CURB
L4" BLUE PAINT
STRIPE (TYP.)
CONTROL JOINTS
6" O.C.
ACCESSIBLE PARKING W/ BUILT -UP CURB RAMP
SCALE: NONE
A:JCESSIBLE PARKING SPACES SHALL BE
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST
THE CHARACTERS, SYMBOLS AND BACKGROUND
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER UGHT CHARACTERS ON A DARK BACKGROUND
OR DARK CHARACTERS ON A UGHT BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL.
HAVE AN ADDITIONAL SIGN VAN ACCESSIBLE"
MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY.
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL ANNEL POST
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. (2# CH 8' -i0" L
CH
rie .4•
16"
SLWACE MOUNT
PLANTING OR
YARD AREA
EDGE OF PAVEMENT
MI -30
(1 SIGN PER SPACE)
ACCESSIBLE SPACE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN
ISOMETRIC ACCESSIBLE, BUT NOT LESS THAN ONE.
6' -0" Min.
SECTION
*5' -0" MIN. AISLE FOR REGULAR SPACE
*8' -0" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
ACCESSIBLE PARKING W/ RECESSED RAMP
SCALE: NONE
POST TO BE
SLOPED PRE PAINTED GALVANIZED STEEL
FINISHED GRADE
ACCESSIBLE PARKING SIGN DETAIL
SCALE: NONE
ISOMETRIC
REFLECTIVE
M
IBC \CABO \ANSI A 117.1 -1992
ACCESSIBLE RAMP DETAIL
ACCESSIBLE
PARKING
ACCESSIBLE SPACE
8' -0" MIN.
BELOW SURFACE MOUNT
NTERNATIONAL SYMBOL
OF ACCESSIBILITY; BLUE
4" BLUE PAINT
STRIPE (TYP.)
FINISHED GRADE
RETURNED CURB RAMP
SCALE: NONE
PAVEMENT
FLARED SIDE
Max. 1:10
BACKFILL
BACKFILL
3" TOP SOIL
3" TOP SOIL
1. DEPRESS CURB THRU DRIVES
2. DRIVE GRADE POSITIVE FROM
BACK OF CURB 5' Min. Length.
PLAN
6' MIN.
4' -0" Min.
WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO
EXCEED 4
WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
COMPACTED IN LAYERS NOT TO
EXCEED 4
T.C. ELEV.
f
nntlnOnoCQ0.9QiQ,0(9,C r
24"
COMPACTED STONE BASE
DCAM 12 -01 -A
DETECTABLE WARNING SURFACE
PER ANSI A117.1
EDGE OF PVMT
FLARED SIDE
Max. 1:10
FACE OF CURB
ACE OF CURB
ACCESSIBLE RAMP DETAIL
SCALE: NONE
COMPACTED STONE BASE
P.C. CONCRETE
NOTE: SAWCUT CONTROL JOINTS 10"
O.C. AND AT ENDS OF ALL RADIUS
RETURNS.
6" MONOLITHIC
CURB AND WALK
CHAIPBACK CURB AND GUTTER
SCALE: NONE
COMPACTED STONE BASE
NOTE: SAWCUT CONTROL JOINTS 10"
O.C. AND AT ENDS OF ALL RADIUS
RETURNS.
P.C. CONCRETE
REVERSE SLOPE CHAIRBACK CURB AND GUTTER
SCALE: NONE
VALLEY GUTTER
SCALE: NONE
PAVEMENT
TRANSVERSE EXPANSION JOINTS —Z
0 100' C -C AND AT ALL RADII RETURNS
PVMT. SURFACE
8 -INCH DIAMETER STEEL POST
FILLED W /CONCRETE PAINTED
HIGHWAY YELLOW
6"
PROFILE
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
1.5"R
EJ*
CONE TOP
TOP OF 6" CURB
(DCAM #12 -04)
1/2" EXPANSION JOINT REQ'D WHERE CURB ABUTS CONCRETE WALK OR PAVEMENT
CONCRETE STRAIGHT CURB
SCALE: NONE
CURB END TRANSITION
SCALE: NONE
PVMT. ELEVATION
CURB JOINT DETAIL
SCALE: NONE
TOP OF CURB
STEEL POST
FILLED W /CONCRETE
PIPE BOLLARD DETAIL
SCALE: NONE
1" HMA SURFACE 9.5 mm
(1" #11 H.A.C. SURFACE)
2 1/2" HMA INTERMEDIATE 12.5 mm
(2 1/2" #9 H.A.C. BINDER)
8" HMA BASE 25.0 mm
(8" #5D H.A.0 BASE)
THICKEN CONCRETE AT PAVEMENT" COMPACTED #5
EDGES AND WHERE PAVEMENT CRUSHED AGGREGATE
ABUTS ASPHALT PAVING
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
THICKEN CONCRETE AT PAVEMENT." COMPACTED
EDGES AND WHERE PAVEMENT CRUSHED AGGREGATE J
ABUTS ASPHALT PAVING PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
1" RADIUS
TOOLED EDGE
PAVEMENT
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
6x6 10/10 WWM
�1'�il�'!1' 11- 11�"�tl- Ili" ill- ll- ll II 11 •11- 1 /��I- 11- 11 '11- 11- II -lt- ill -Il
11 11:11 11 2 112 111 -11. -11--11- -t1-l1- 11-11-- l1-tl-11 -11-11 N-
11- 11- 1 i 11 11 1 1- Il- 11=[ 1= 11= tl.= 11= 11�- 1[ 11, Il' 1l�
.11 =t1= It =11.= t1. =11.= t1=. 1= 11= 11= 11= 11= fi= X11= 11:= 11= It. =1l =t! 11= 1t= 11�l1: -11=
a O O v O v O tJ O V O V V O V O V O
11 11 11 11 117 4 :11 11 11 11 11 11 11 11=41 11 If
11 11 11 11 !1 -11' 11=11 11 =11= 11 11 11 11` 11 11= 11=
:11= 11= 1111 =11#1 -11=;1 11-11=- 11= 11 =11= 111 =11= 11 =11= 11 =11 11 11
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
4" OF 4000 P.S.I. CONCRETE WITH FIBER REINFORCEMENT ON PREPARED SUBGRADE.
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
THE WIDTH OF THE WALK. PROVIDE 1/2" EXPANSION JOINTS EVERY 50' MINIMUM AND
WHERE SIDEWALK ABUTTS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
AS WAU S. MEDIUM BROOM FINISH TO BE APPUED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SIUCON JOINT SEALER.
1/4" WID
TOOLED
JOINT
WIDTH PER PLAN
REINFORCED
WIDTH PER PLAN
4" PORTLAND
CEMENT CONCRETE
ON PREPARED SUBGRADE
4" PORTLAND
CEMENT CONCRETE
WITH LEVELING COARSE
WIDTH PER PLAN
PLAIN
1 /8"RADIUS
FILL WITH JOINT SEALER
6" PORTLAND CEMENT CONCRETE
4000 PSI W/ FIBER REINFORCEMENT
KEYWAY FORMED BY
FASTENING KEY TO FORM
SAWCUT 1/4" CONTROL JOINT
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE
PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING
FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS
AND WALKS.
EXPANSION JOINT
TERMINAL EDGE
TERMINAL EDGE
CONCRETE PAVEMENT
SCALE: NONE
6" PORTLAND CEMENT CONCRETE
4000 PSI W/ FABER REINFORCEMENT
3" COMPACTED SAND OR
CRUSHED AGGREGATE
L.EVEUNG COARSE
CONCRETE WALK
SCALE: NONE
PORTLAND CEM
CONCRETE
TRANSVERSE MEDIU
BROOM FINISH
1. PROVIDE 1/4" WIDE, 1" DEEP TRANSVERSE SCORED JOINTS AS SHOWN ON
SITE PLAN OR AT INTERVALS NOT TO EXCEED THE WIDTH OF THE WALK.
EXTEND TRANSVERSE JOINTS THROUGH CURB TOP AND FACE.
2. COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE
DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING
THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE
MATERIAL, WHICH CANNOT BE COMPACTED ATISFACTORILY, SHALL BE
REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF
AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR
DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL
SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO
CONFORM WITH THE SURROUNDING SUBGRADE SURFACE.
COMBINED WALK AND CURB
SCALE: NONE
CONCRETE JOINT DETAILS
SCALE: NONE
2001 -1
C.) (0 co
L j i fr)
mgc v.. 7s
cz) J j I N
Qn
\111111! I I I I I II1 ill /1///
I N cr 0 GIST ER
No.
PE19500055
STATE OF
DATE:
12-03-2001
SCALE:
AS NOTED
SHEET No.
CS
Z
OC