HomeMy WebLinkAboutTAC Submittal - G4.14" CONC. SLAB W /6X6 10/10
W.W.F. W /BROOM FINISH. CONTROL
JTS. 0' -0" O.C. MAX. EXP.
JTS. 0 40' -0" O.C. MAX.
SEE DETAIL
L
r
ASPHALT PAVING
AND COMP. AGG.
BASE AS SHOWN
ON PLANS
SEE SITE PLAN
4" COMPACTED
SUB -BASE
#4 BARS CONT.
TOOLED CONTROL JTS.
1/8" WIDE, MIN. 1"
DEEPTH
APPLIED ANTI SPALUNG
COMPOUND
1" SAND LEVELING COURSE
2 4" CONCRETE SLAB DETAIL
2 -0
1' -2"
2-#4 BARS •.•'`1
COMP. AGG. BASE
3 CURB GUTTER
HEAVY DUTY
RAMP TO HAVE
DETECTABLE
WARNING SURFACE
SEE DETAIL 18 G4.1
4 ACCESSIBLE RAMP A
6
TRUNCATED DOME
IN ARE
PROVID
BE REM
TRUNCATED DOME DETAIL
i .2"
k .9"
SURFACE PATTERN
SEE
R 3
TACK COAT
PRIME COAT
T 1/2" SURFACE COURSE
3 1/2" BINDER COURSE
12" COMPACTED STONE BASE
ASPHALT PAVING AND
COMP. AGG. BASE
AS SHOWN ON PLANS
COMP. AGG. BASE
NOTE: CONTROL JTS.
EXPANSION JTS, SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VARIATIONS
EITHER INDICATED OR IMPLIED.
P LAN
2.35"
2 #4 BARS
NTS
w
6
1 MONOLITHIC CURB /WALK AND PAVEMENT
NTS
4" CONC. SLAB W /6X6 10/10
W.W.F. W /BROOM FINISH. CONTROL
JTS. 10' -0" O.C. MAX. EXP.
JTS. 40' -0" O.C. MAX.
SEE DETAIL
IF NEW CURB AND GUTTER
ABUTTS EXISTING PAVEMENT
MILL DOWN EXISTING PAVEMENT
1 1/2" DEEP BY 2' WIDE AND RESURFACE
NTS
S WHERE FINAL SURFAC:S ARE DELAYED UN
4'
ED P NALAPAVINGEDGE. W
2' -0"
6 SURFACE
1" COURSE
BINDER
COURSE
R1••
R2
1' -2"
c
4 -93OMP. AGG. BASE
IN AREAS OF EXISTING PAVEMENT
REPLACE BINDER COURSE AND COMPACTED
AGGREGATE AS REQUIRED BY GOVERNING AGENCIES.
NTS
5 DETECTABLE WARNING SURFACE
NTS
2.35"
2' -0"
TACK COAT
PRIME COAT
SURFACE COURSE 1 1/2"
BINDER COURSE 2 1/2"
COMPACTED STONE BASE 8"
ASPHALT PAVING
IL PHASE 2
DGE TO
NTS
STANDARD
6A PAVEMENT TRANSITION
NTS
7 ACCESSIBLE PARKING LOGO
CONC. WALK W/1/2"
PREFORMED EXP. JT. AND
SEALANT IN TOP 1/2"
COMPACTED SUBGRADE
PAVEMENT TO MEET FLUSH
SURFACE BINDER
COURSE COURSE
FINISH
GRADE
COMP. AGGREGATE BASE
5 -0"
TRANSITION AREA
9
REFER TO SPEC.
SECTION 02800
6"
1' -0" MIN.
N.
IL 11-11 11-11 =N =I
11= 11 =1tr ,11,
E
SURFACE COURSE
BINDER COURSE
1' -0" X 1' -0" LAYOUT
GRID
PAINT ON
PAVING
NO SCALE
VMT.
11
ALUMINUM FLAGPOLE IN COLOR
AND FINISH TO MATCH BUILDING TRIM
3' -9" ALUM. GROUND PROTECTOR
2'-O"
Vs" STEEL PLATE
6" 0 STL. PIPE
CONC. FILLED
LIGHTNING GROUND SPIKE
8 FLAG POLE DETAIL
PAINT EXPOSED SURFACE
OF PIPE W/2 COATS OF
YELLOW PAINT.
SLOPE CONC. AWAY FROM
PIPE FOR DRAINAGE.
1 1/2"
PAINT IMBEDDED
SURFACE W/2 COATS
OF RUST INHIBITING
PAINT.
4"
L- -8�
6" PIPE BOLLARD
TACK COAT
1 1/2" SURFACE
4" ASPHALT BASE
PRIME COAT
COMPACTED WELL
DRAINED SUBSOIL
ALUM. FLASH COLLAR
WATERPROOF CEMENT
WEDGES (4)
TAMPED, SCREENED, DRY SAND
METAL TUBE 1 THICK
STEEL WEDGE (4)
NTS
10 ASPHALT WALKING PATH PAVING
NTS
TOOLED CONTROL JTS.
1/8" WIDE, MIN.
1 -1/8" DEPTH
APPLIED ANTI SPALLING
COMPOUND
1" SAND LEVELING COURSE
6X6 WWF REINFORCEMENT
SEE DETAIL #11 G4.1
4" OR 6"
SEE PLAN
12 CONCRETE SLAB CO PAVING
NTS
RETAINING WALL
REFER TO STRUCTURAL
PLANS FOR DETAILS
6X6 WWF REINFORCEMENT
SEE DETAIL #11 G4.1
tD
#5 BAR CONT.
®1
L6" COMP. SAND FILL
13 6" CONCRETE PEA GRAVEL
TOOLED CONTROL JTS.
1/8" WIDE AND MIN.
1/4 OF SLAB DEPTH
APPLIED ANTI SPALLING
COMPOUND
1" SAND LEVELING COURSE
14 6" DUMPSTER SLAB DETAIL
NTS
1/2" PREFORMED EXPANSION
JOINT W/SELF- LEVELING
SEALANT IN TOP 1/2"
2" TOOL JOINT
#5 BAR CONTINUOUS
2" TOOL JOINT
6" CONC. SLAB W/2 LAYERS OF
6X6 6/6 W.W.F. W/ /BROOM FINISH.
CONTROL JTS. 0 12' -0" O.C. MAX.
EXP. JTS. 40' -0" O.C. MAX.
SEE DETAIL
NOTE: CONTROL JTS.
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VARIATIONS
EITHER INDICATED OR IMPLIED.
6" CONCRETE SLAB DETAIL
NTS
SURFACE
COURSE
CONTROL JTS. 12' -0" O.C.
JTS. 40'- 0" O.C. MAX..
SEE DETAIL.
NOTE: CONTROL JTS.
EXPANSION JTS. SPACING
MAY VARY. THE DIMENSIONS
ABOVE ARE MAXIMUM. SEE
PLANS FOR ANY VARIATIONS
EITHER INDICATED OR IMPLIED.
6" SLABS WITHIN DUMPSTER AREA
AS NOTED SHALL ALSO BE REINFORCED
WITH #3 BAR CD 12" EACH WAY.
24 "x1/2" DIA. SMOOTH BAR
®18 "0 C. GREASE AND
DOWELL CAP W /BARSTOP
0 BOTH ENDS
LIGHT BROOM FINISH TYPICAL
UNLESS NOTED OTHERWISE
4" TOOL JOINT
BINDER
COURSE
J
z¢
Naa
AGGREGATE BASE
6" LAYER OF PEA GRAVEL
OVER #1114 TREVIRA SPUNBOND
GEOTEXTILE AS MANUF. BY
CON TECH (317)842 -7766
NTS
NTS
2" TOOL JOINT
I
1/8 "'WIDE MIN. TOOLED CONT. JOINT
AND 1/4 OF SLAB DEPTH
EXPANSION JOINT CONTROL JOINT EDGE CONDITION
15 TYPICAL CONCRETE JOINT DETAILS
P
TOO JOINT
4—
4-
1, 4,
15
4"
T T Y OO L JOINT
LIGHT BROOM
FINISH TYP.
UNLESS NOTED
OTHERWISE
16 CONCRETE SURFACE DETAIL
NTS
4" WIDE,
YELLOW OR BLUE
PAINTED LINES,
SEE PLAN
17 PAINTED CROSSWALK /PARKING ISLANDS
1/2 "R. ROLL EDGE
A Ter Horst, Lamson Fisk, IIIC.
8175 Purdue Rood
3 RI 46208
Ph 317-334-1500
Tee 317- 334 -1552
®ilF PROJECT NO. 2001 -370.04
CONSULTING ENGINEERS
TLF
NTS
0
0
0
w z W
w
J
J
0
0
4-4
17V :-"t'
m
m
3e 0
Cr X
O
0
COLLEGE WOOD ELEMENTARY SCHOOL
201101.02