HomeMy WebLinkAbout03090027 Development for Weston Park pg. H1/2" PREFORMED
JOINT FILLER
NIVY a0
1
JOINT FILLER
PAVEMENT
1/2" FIBER MATER AL
WITH SEALANT
4" COMPACTED
#53 STONE
1/2" FIBER MATERIAL
TRANSVERSLE EXPANSION JOINTS
4" #53 COMPACTED STONE
6" TOPSOIL
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
4"
TOOLED EDGE
MA X 1 :12
SLopE,_
6'—O'
I PARKING BUMPER I
5'—O" BETWEEN
iri:
1.
100'
TRANSVERSE JOINTS
40'-0" BETWEEN EXPANSION JOINTS (MAX.)
6x6—W1 .4xW1.4 WWF 1" DEEP SAWED OR
TOOLED JOINT
SIDEWALK DETAIL
NOT TO SCALE
5'-0" UNLESS OTHERWISE NOTED
TOOLED CONTROL JOINT
1/2" WIDE, MIN. 3/4" DEPTH
4" CONC. SLAB W/
BROOM FINISH
6x6 W1.4xW1.4xW.W.F.
<3
CONCRETE
4,000 PSI
#4 RE—BAR
COMBINED CURB WALK DETAIL
NOT TO SCALE
SECTION A-A
4*-0" MINIMUM
AT PAVEMENT GRADE
ELEVATION VIEW
PLAN VIEW
5'
4"
25'
I 3 4-7 ci
<1 i7 r
K.
6"
25'
1->
MEDIUM BROOM FINISH
COMPACTED SUB GRADE
4"
25'
SAWED OR TOOLED
TRANSVERSE CONTROL JOINTS
A
1" RADIUS—TOOLED
ROUND EDGE
3" (...OVER
(MIN■MUM)
#4 Ril—BAR
6
t
r 2
c OP
PARKING BUMPER
COMPACTED #53
STONE
HANDICAP RAMP DETAIL
NOT TO SCALE
IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE
I—
z
w
a-
TOP OF CURB
(0
A
CONCRETE CURB TAPERED
DOWN TO GRADE AT RAMP
2'—O"
MIN. TO
CURB
71
10"
I
3/4" HOLES FOR
STEEL ANCHOR ROD
STOP SIGN INSTALLED IN
LANDSCAPE AREA
MOVING
EDGE
r
CONCRETE
FOOTING
TRAFFIC SIGNAGE
NOT TO SCALE
1
12"
w
CC 0
1.1J 0
00
0
-J
■••=111■Meall
Pi
HANDICAP PARKING
SIGN DETAIL
NOT TO SCALE
CO
F- CC
0
2Z
z
o
E
xtr,
z
o
trice
V V '7
'-6" FROM EDGE
OF PAVEMENT
1 1/2"
2—#3 REBARS
SECTION A-A
6
ELEVATION
PRECAST CONCRETE
WHEELSTOP
NOT TO SCALE
HFSFHVHD
PARK
VAN
+1.■■■
ACCESSIBLE
10" CONCRETE
FOOTING
j
)r
i r
ANCHOR (#5 x 24")
BORE HOLE THROUGH
PAVEMENT
6" STEEL PIPE
FILLED W/CONCRETE
PAVING
BASE
HANDICAP, NO PARKING SIGN
INSTALLED IN PARKING LOT.
HANDICAP LOCATIONS 2—SIDED
WHERE STALLS FACING.
2" STEEL PIPE,
ROUND OR SQUARE,
SET IN CONCRETE
1 1 2"
12"
PAVEMENT
GREEN ILLUMINATING TAPE (LETTERS)
BLUE ILLUMINATING TAPE (SYMBOL BLOCK)
WHITE ILLUMINATING TAPE (BACKGROUND)
GREEN ILLUMINATING TAPE (ARROW)
GREEN ILLUMINATING TAPE (BORDER)
"VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
LU
LU
a-
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
6"0 STD. STEEL PIPE
GALVANIZED PAINTED YELLOW,
FILLED W/CONC RETE.
2'-0"0 x4'-0" OR 2' —0"x
2'-0"x4'—O" CONC. FOOTING
SLOPE CONCRETE 1" ABOVE
FINISH W/STEEL TROWEL.
PAVEMENT
18"
10
COMPACTED #53 STONE
CONCRETE
4,000 PSI
1 1/2"
<t
<7
<I
3" COVER—
(MINIMUM)
4"
r 1"
(.1
2'—O"
SAND
BACKFILLED
13 17
6"
NOT TO SCALE
12"
WHITE PAINT
10'" 1D IA.
PAINTED HANDICAP
SYMBOL DETAIL
NOT TO SCALE
6" DIAMETER STANDARD
STEEL PIPE BOLLARD
NOT TO SCALE
STRAIGHT CONCRETE CURB DETAIL
NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
1. r
#4 RE—BAR
TOOLED EDGE
6" OF TOP SOIL
COMPACTED
SOIL BACKFILL
SKY BLUE PAINT
2 1
re)
1"
4 5 3 COMPACTED STONE
-J
0
CI
,r
SUITABLE
BACKFILL
COMPACTED
IN 4" LIFTS.
N
0
73
NOTE: TACK COAT
NOTE: TACK COAT TO BE PLACED BETWEEN ALL HMA LAYERS.
HAMILTON COUNTY COLLECTOR ROAD
PAVEMENT SECTION
106TH STREET
NOT TO SCALE
6"x6"—W2.9xW2.9 WWF
7" CONCRETE PAVEMENT
6" NO. 53 COMPACTED STONE
12" SUBGRADE COMPACTED TC
95% OF A STANDARD PROCTOR
11
1
1 7 i 1- -1(...r.,,,,(_ 7
;.....2„1, 11--T:j<.)it- r )1 1J-1- .J .;((l'.---; 2i/
Ji 1 j/ y---,_,..,J1 I i J
i( ,‘,,.,,,,--=1.),,i.,,/'ciH. i 1r:/\',;_ Jr -1-',,„---,-5.:47 i'5;;,--;1-,,(1i I
I
f- If 1 1
l! I )2-1:
,r r 7 7 1 1, 3 1,,,
N
HEAVY DUTY ASPHALT
PAVEMENT SECTION
2/ I
6"
MIN.
LIGHT DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
BE PLACED BETWEEN ALL HMA LA
ILTON COUNTY ARTERIAL ROAD
PAVEMENT SECTION
MICHIGAN ROAD
6"
NOT TO SCALE
•r"
J
NOT TO SCALE
18"
NOT TO SCALE
1 1/4" 75 kg/m2 QC/QA HMA Surface 9.5m
2 3/4" 165 kg/m2 QC/QA HMA Interme
4" 240 kg/m2 QC/QA HMA Base .0mm
3 2/3" 220 kg/m2 H ase 25.0mm
4" 240 kg/m /QA HMA Base 25.0mm
UBGRADE COMPACTED TO
95% STANDARD PROCTOR
1" HA Surface
4" HA BINDER
12" NO. 53 STONE
(3 LIFTS MIN.)
COMBINED CONCRETE
CURB GUTTER (TYPE II)
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
<3 137 <1
r•]
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
12" SUBGRADE COMPACTED TO
95% OF A STANDARD PROCTOR
MEDIUM BROOM FINISHED
WITH CONCRETE CURRING
COMPOUND.
CONCRETE PAVEMENT SECTION
NOT TO SCALE
NO. 110 SURFACE
2" NO. 8 BINDER
6" NO. 53 STONE
1/2" NO. 11B SURFACE
4" NO. 8 BINDER
NO. 53 STONE
19.0mm
COMPACTED
SUBGRADE
is
R
.Z` :4-- ct\ S.
4
PE880303 I 7 1
1 STATE OF 1:
*a.
I 150 /C)1 ANt... 4,
Zc\
c.,\C-9 S
li
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ii"
DWN BY:
CHKD. BY:
SCALE:
DATE:
PLAN NUMBER
C7.0
SHEET OF
PROJECT NUMBER
03- 188
KR C
RR H
NONE
1 1/24/03
DESIGN PHASE
DEVELOPMENT
SITE DI
8 STEEL PIPE