HomeMy WebLinkAbout3.3 Site DetailsAPPROVED:
APPROVED:
/WILTON COUNTY HIGHWAY DEPARTMENT
HAMILTON C OUNTY ENGINEER DA TE
HAMILTON COUNTY DIRECTOR
HAMILTON COUN DIRECTOR
y- s 9'3
DATE
6' p 3
DATE
REVISED:
STANDARD PLAN
APPROVED:
APPROVED:
SUITA$LE BACKFILL
COMPACTED IN 4' LIFTS
6" MIN. 24"
HAvILTON COUNTY HIG
RECOMENDED:
HAMILTON COUNTY COUNTY ENC;NEER
HAMILTON C. 'TY DIRECTOR
HAVILTON COUNTY I-
RECOMENDED
HAMILION COUNTY ENC' +EER
s'"
NOTES:
Expansion joints are required ot Storm inlets.
Contraction joints should be installed of 10' spacings.
Spacing shoes be 5' on curve radii.
Contraction joints sholl be tooled or sown in
continuously poured curbs to a depth of 1/2" min.
COMB!UED CO\ICRETE CURB GUTTER NO SCALE (TYPE I
WAY DEPARTMENT
SLOPE_ 14" PER TOO;
5 73
DATE
S-9.3
OATE
3" TOP SOIL:
T .IIjI-
I !-1
BACKFILL III
1f�ll� III
III III-
1 /2 r i 1 =1 I I. I
L
0' O a 0 o 30 j O d`
oC p O a O °O o 0 0 a o O o °O C
o o O o O o O o a c0 o 0 °O
0 0 0 0 0 0° 0° 0 O° 0 O c 0 O
NOTES:
Expansion joints are required of Storm Inlets:
Contraction joints should be installed• at 10' spacings.
Spacing shall be 5' on curve rack.
Contraction joints shall be toc'ec or sawn in
continuously poured curbs too a oepth of 1/2' min
TYPICAL CON BRED CURB GUTTER
WITH REVERSED SLOPE GUTTER
NO SCALE
DATE
Y Rr?
DA
WAY DEPARTMENT
DEPTH VARIES
STANDARD PLAN
REV SEE)
STANDARD PLAN
TOOLED EDGE
FINISH GRADE
TURN DOWN SLAB
1' -O" BELOW GRADE
ON OUTER SIDES
PAINTED ISLANDS
4" SOLID WHITE UNE PAVEMENT MARKINGS
4" SOLID BLUE UNE PAVEMENT MARKINGS FOR ADA ISLANDS
6X6 -1O/10 WELDED
WIRE FABRIC
VARIES
(SEE SITE PLAN)
PAVEMENT MARKING —STOP BAR
4' WHITE
STRIPE
VARIES
(SEE PLANS)
BUILDING FACE
EXPANSION JOINT
0 BUILDING
1 BROOM FINISH
DOUBLE YELLOW PAVEMENT STRIPING LINES
DOUBLE SOIJD YELLOW UNE PAVEMENT MARKINGS FOR MEDIAN STRIPING
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
#5 REBAR 1' -6" LONG W/ 3/4"
HOLE CAST
SOLID WHITE PAVEMENT STRIPING LINES
TURN LANE AND RIGHT TURN LANE CONAGURA11ON, AND PARKING STALLS.
4" SOUD WHITE UNE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT
----4' WHITE
STRIPE
PAINTED CROSSWALKS
4" SOLID WHITE UNE PAVEMENT MARKINGS
1" BEVELLED EDGE
#5 REBAR 1' -6" LONG
W/ 3/4 HOLE CAST
4" GRANULAR BACKFILL
CONCRETE STOOP DETAIL
SCALE: NONE
CONCRETE PARKING BUMPER
SCALE: NONE
4 8' MAX
4'-6°
TRAFFIC STRIPING
SCALE: NONE
SAW CUT
1 /3 THICKNESS
THEN BREAK OUT
PAVEMENT
EX. PVMT.
6" COMPACTED
#53 STONE
1 -1/2" H.MA SURFACE 9.5 MM
5' FIBERGLASS REINFORCEMENT GRID
CENTERED ON JOINT
(GI ASSGRID OR APPROVED EQUAL)
EXISTING CONSTRUCTION JOINT
ROUND CASTING
CONCRETE COLLAR
6" min,
CONCRETE COLLAR FOR CASTINGS WITHIN ASPH.
SCALE: NONE
iiiiiirlllM�
Milli
iii. iiiii
CONTROL JOINTS
24" min.
CONCRETE 24" mi
CONCRETE COLLAR
WITHIN ASPHALT AREAS
CASTING
SECTION A —A
LIMITS OF PATCH
.-4 ill 1-.-- "`III r'II I I III=
'-1 I
0 II I r-
go g o g o g o •fl .L 1
0 0 0 0 0 0 0 0 MATCH EX.
O o o o o o o o II PAVEMENT
0 0 0 0 0 0
O O
I.0 I
-I. 0 0 0 o O o L COMPACTED
GRANULAR
i
g 0 I I BACKFILL
I0 oI
1/3 D 1/3 D
milli
iii/
TYPICAL DRIVEWAY GUTTER CURB
CLEAN TACK COAT ASPHALT LANE ADDITION
OVERLAY SECTION FOR LANE ADDITION
SCALE: NONE
PAVEMENT REPAIR DETAIL
EX. PVMT.
SQUARE CASTING
SAW CUT
1 /3 THICKNESS
THEN BREAK OUT
STONE SHOULDER
"1 1 (MAX).
PAVEMENT
SCALE: NONE
TYPICAL DRIVEWAY GUTTER CURB
SCALE: NONE
3" TOP SOIL A% /XY/,
I I II �I
11E1 IF
Fl
0
o oo
o 0
BACKFILL
A•\
1" LIP
RECOMENDED:
HAMILTON COUN ENGINEER
o O
0. 0
T.C. ELEVATION
AT THIS POINT
O .0 O P O O O O O
0 O 0 0 0 0 O 0 00 0 00 0
O O O O O O
0 0 0 0 'o O o-0 '0 0 '0 0 0 0
O 0 0 0 0 0
'0 °o'°o' °o °o'°o
P O C O O P O
O O O O
o 0 0
'0 0 0 0 P a 0 0 0 �0 0 0 0
O 0 0 0 0 0 0
O o0 00 '°000 °o�00
24"
0 0 0 0 0 0
O. O. 0 O. °O.
0•0 0•0 0•0 0•0 0.
•ooa•o°O 0 °O.0°O.0°
0 0 0 0 0 0 p 0
24"
NOTES:
Expansion joints are required at Storm Inlets.
Contraction joints should be installed at 10' spacings.
Spacing shall be 5' on curve radii.
Contraction joints shall be tooled or sown in
continuously poured curbs to a depth of 1/2" min.
CONCRETE ROLL CURB GUTTER
NO SCALE
4.5'
4. 5"
9---
0 O c 0 O 0.0 0 A 0 0 o o O o 0
o 0 O o 0 O 0 0 Go 0 0 0 0 0 O o o 0 0
0 p. 0 o. 0..,(4: 0 0. 0 0 0 o• O
•P o O O o O O o 0 O O P 0
°o 0 °o o °o •.°o 0 °o.• o °o o o °o
0 o 0 o 0• o 0
0 0.0 0•° o•o c
0. 0.0 0 0•
o 0 •o o' o o L
o 0• o 0 o 0 0• o 0
0 0 o 0 0 O
....l
o° 0• 0 0. 0 0 0 •o°
o 0 0 0 0•: 0 0
0 °0 o °0 o °0 0 0
NOTES:
Expansion. joints are required ot Storm Inlets.
Contraction joints should be installed at IO' spacings.
Spacing •shoes be 5' on curve radii.
Contraction joints shall be tooled or sown in
continuously poured curbs to o depth of 1/2" min.
VALLEY GUTTER DETAIL
NO SCALE
4 -s=g
DATE
SUBGRADE AGGREGATE
DEPTH VARIES
SUBGRADE AGGREGATE
DEPTH VARIES
ILTON COUNTY HIGHWAY DEPAR MENT
REVISED:
STANDARD PLAN
C -3
t
O Ni- Cr)
J V
Iti .74t N Pr
0 IN
tTe3 P
C sez
t o 4
z
DATE:
12-03-2001
SCALE:
AS NOTED
CI)
LLI J
is.
CO
SHEET No.
3.3