HomeMy WebLinkAbout05060041 C801 Site DetailsEDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBUC R/W
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
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"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
CRUSHED STONE
BEDDING MATERIAL ONLY;
HAND TAMPED OR WALKED
INTO PLACE.
NOTES:
WITHIN 5' OF EDGE OF PAVEMENT
NOTES:
OR
LE
S
SEE SITE PLAN
4" #2 STONE
12"
4" CONC. PAD AT
1 /8 /FT.. SLOPE
1 /2"
SEE LEG DETAIL
k SEE SITE PLAN
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
MIN.
12"
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HOPE) TRENCH DETAIL
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
OR LE S
WEER
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
WITHIN 5' OF EDGE OF PAVEMENT
2" OF 9A SURFACE/
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6" OF #53 CRUSHED STONE
°.or §'ro
10' -0 "ASPHALT MULTI -USE PATH DETAIL
111111111 11111 I ,11 t
4" SLAB W /6 "X6"
NO. 8/8 WWF
LEG DETAIL
LEGEND
LEGEND
OF 11A SURFACE
4 "X4" POST
REFER TO PLAN
SHEET C 201
REFER TO PLAN
SEE SITE PLAN SHEET C201
UMPSTER PAD4" CONC REACTION PAD 6" CONC.
1 I
I
4 6X6 -6/6 WWF
2 #6X 11' -8 4 "OC
2"-
10'
12
TRASH PAD DETAIL
SECTION A-A
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
(REV. PER C.T.R.W.D.)
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D d)MIN.
27" SMALLER 3"
30" TO 60" 4"
66" LARGER 6"
NOTE:
STONE STRIP FOR ISLAND INSTALLATIONS ONLY
WITHIN PARKING AREAS, PAVEMENT WILL
EXTEND TO CONCRETE PAD AND POSTS
INSTALLED IN ASPHALT WITH CONCRETE CAP.
ENCLOSURE (SEE SITE PLAN
/-FOR MATERIAL)
1"X 6" CEDAR OR PINE
ELEVATION TO MATCH
EDGE OF PAVEMENT
8" 0 METAL
SLEEVE
ji:
t
CURB TAPERS FROM
DEPRESSED TO TYP. CURB
6" CONCRETE
PAD
2' -0" WIDE
THICKENED
PAVEMENT
6 "X6" 6/6 WWF
8" WIDE
THICKENED SLAB
J
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
SEE PVM'T
DETAIL
#8 CRUSHED STONE
BEDDING MATERIAL ONLY;
HAND TAMPED OR WALKED
INTO PLACE.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
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A
NOTES:
NOTES:
GREATER
THAN 5'
GREATER
THAN 5'
PVM'T.
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
MIN.
12"
tt
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH
SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC Sc HOPE) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT (REV. PER C.T.R.W.D.)
MIN. 6" TOPSOIL
TO ENSURE
GRASS GROWTH
1/6 Bc
d
LEGEND
1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS.
2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
IDOH SECTION 403
HOT ASPHALTIC
CONCRETE SURFACE #11
110 /SYD
COMPACT SUBGRADE
TO 90% ASTM D -1557
LEGEND
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
Bc OUTSIDE DIAMETER
D INSIDE DIAMETER
d DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PJPE
D (d)MIN.
27" SMALLER 3"
30" TO 60" 4"
66" LARGER 6"
HEAVY DUTY PAVEMENT SECTION TYPICAL PAVEMENT SECTION
0
0
0
0
O
0
J
HANDICAP SIGN DETAIL
IDOH SECTION 403
HOT ASPHALTIC
CONCRETE #9
330# /SYD
COMPACTED AGGREGATE
BASE IDOH SECTION 303
GALVANIZED STEEL SIGN
GALVANIZED STEEL POST
0.5' O.D. MAX.
1" CONC. WASH
6" (O.D.) DIA. GALV.
PIPE FILLED W/ CONC.
(PAINT SAFETY YELLOW)
FURN. BY STEEL CONTR.
INST. BY CONC. CONTR.
CONC. WASH
1' -6" DIA.
CONC. FOOTING
#6 X 1 -2" LONG
REINF. BAR E.W.
TOP SOIL
10
1
RAD.
1"
2" RAD.
RAD. SLOPE
1 /4" /FT.
d
COMPACTED \r
SUBGRADE
COMBINED CONCRETE CURB
GUTTER TYPE III 511
6"
CONCRETE STRAIGHT CURB INTEGRAL WALK CURB
5o2
T /PAVING
1"
I
1
CONC. WASH
1.
PIPE BOLLARD
ON SITE
10" DIA.
18" RAD. Y
ASPHALT
PAVEMENT
(SEE SPECS.)
8" DIA. PIPE
FILLED W/ CONC.
(PAINT SAFETY YELLOW)
FURN. BY STEEL CONTR.
INST. BY CONC. CONTR,
#6 X 1' -2" LONG
REINF. BAR E.W.
-INDOT SECTION 403
HOT ASPHALTIC
CONCRETE SURFACE #11
COMPACTED AGGREGATE
BASE INDOT SECTION 303
COMPACT SUBGRADE
TO 90% ASTM D -1557
1
CONC. WASH
1' -6" DIA.
CONC. FOOTING
18"
NOTE:
ALL STRIPES TO BE
4" PAINTED WHITE.
ON SITE PLAN
HANDICAPPED SYMBOL
NOTES:
1. ALL FACILITIES FOR THE DISABLED SHALL
CONFORM WITH THE AMERICANS WITH DISABILITIES
ACT AND ALL REVISIONS.
2. THE CHARACTERS AND THE BACKGROUND
OF SIGNS SHALL BE EGGSHELL, MATTE, OR
OTHER NON -GLARE FINISH. CHARACTERS AND
SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.
LIGHT CHARACTERS ON DARK BACKGROUND ARE
PREFERRED.
3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND
TO BE A MINIMUM OF 70
t0
INDOT SECTION 403
HOT ASPHALTIC
CONCRETE #9 BINDER
4" TYP.
2 1/2"
I
6" COMBINED CONCRETE
CURB GUTTER TYPE II
24"
5' (UNLESS OTHERWISE NOTED)
1/8" R
SCORE
SLOPE: SEE GRADE PLAN
NOTES: 1. SEE CONCRETE JOINT DETAIL FOR f
DEPTH OF CONTRACTION JOINT.
2. SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3. FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
TYPICAL ALLEY SECTION
4 d d
4
`1x'y'
6"
1,
8" PLAIN CONCRETE
d.
a
4
R
a
Q
SUBGRADE COMPACTED TO 93%
MODIFIED PROCTOR IN ACCORDANCE
WITH ASTM D -1557
PX-
BITUMINOUS PAVEMENT
®165# /SYD. HMA BITUMINOUS
275 /SYD. HMA BITUMINOUS
330# /SYD. HMA BITUMINOUS
330 /SYD. HMA BITUMINOUS
33O# /SYD. HMA BITUMINOUS
COMPACTED SUBGRADE
OR
OR
20'
CONCRETE PAVEMENT SECTION
10'
10" PLAIN CONCRETE ON
6" COMPACTED #8 STONE ON
COMPACTED SUBGRADE
SURFACE 9.5 mm ON
INTERMEDIATE 19.0 mm ON
TYPE 'B' BASE 25.0 mm ON
TYPE 'C' INTERMEDIATE 19.0 mm ON
TYPE 'B' BASE 25.0 mm ON
165# /SYD. HMA BITUMINOUS SURFACE 9.5 mm ON
550 /SYD. HMA BITUMINOUS 5 -D BASE ON
2 4" LIFTS COMPACTED AGGREGATE BASE #53 ON
6" COMPACTED AGGREGATE #2 BASE ON
COMPACTED SUBGRADE
TYPICAL COLLECTOR STREET CROSS SECTION
CITY OF CARMEL STANDARDS NOT TO SCALE
10'
10'
4" ft.
-10.i7- ;l x:is:iii rilr/r.
ASPHALT PAVEMENT
(SEE DETAIL, THIS SHEET)
SUBSURFACE DRAIN (AS REQUIRED,
SEE SITE DEVELOPMENT PLANS)
CONCRETE CRACK SEALER
(DOW)
12'
SCORE
SCORE
RIGHT -OF -WAY
60' -0" COLLECTOR STREET
7'
LOCATION OF
PROFILE GRADE-
NON- EXTRUDING
MATERIAL
EXPANSION JOINT
CONCRETE JOINT DETAILS
7'
PROP RTY LINE
L E
12'
UNDERDRAIN SEE STANDARD DRAWING 10 -9
CURB TYPE II SEE STANDARD DRAWING 10 -11
SODDING
RECREATIONAL PATH
165# /SYD. HMA BITUMINOUS SURFACE TYPE 'B' ON
275# /SYD. HMA INTERMEDIATE TYPE 'B' ON
5" COMPACT AGGREGATE #53 BASE ON
COMPACTED SUBGRADE
TRANSVERSE
EXPANSION
JOINTS
NOTES:
ADD 1" HAC BINDER OR BASE OR CONCRETE FOR TRUCK TRAFFIC 10% OF ADT
100 -0"
VARIABLE
2'
n
4'
SEE SITE PL.
1/2" EXPANSION
JOINT (SEE DETAIL)
CURB JOINT DETAIL
OF ADT
10'
EXPANSION JOINTS 24' -0" O.C.
6' -0"
NOTE: LEVELING COURSE MAY BE USED
CONCRETE WALK SECTION
(APPROX.)
COMPACTED SUBGRADE TO
90% STANDARD PROCTOR
PAVEMENT-
5'
TOP OF CURB
CONCRETE WALK
TRANSVERSE CONTRACTION JOINTS
BOTTOM OF CURB
2' WIDE
TACTILE WARNING
REQUIRED
PAVEMENT
FACE OF CURB
2" CONC.
ROLL CURB
SEE PAVEMENT
SECTION DETAIL
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PAVEMENT
F
0
0
a
2
cc
i0
0
0
RAMP
B
COURSE
BROOMED
SURFACE
PLAN VIEW
SECTION A -A
4'0" WALK
1/2" PREFORMED
JOINT FILLER
RAMP 1 4' WALK
12 (MAX)
11
20
1 OR
FLATTER
NOTES:
1. CONCRETE FOR RAMP TO MATCH SITE CONCRETE
SPECIFICATIONS WITH 6X6,10 /10 W.W.F.
2. AGGREGATE TO BE COMPACTED TO 90% OF MODIFIED
PROCTOR (ASTM, D1557) OR AS SPECIFIED BY SOILS REPORT
3. CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES
ACT REQUIREMENTS WHEN CONSTRUCTING FACILITIES FOR
HANDICAP ACCESSIBILITY.
4" CONC. SIDEWALK
HANDICAP RAMP
RIGHT -OF -WAY
25' RAD.
25' RAD.
2' CURB
AND GUTTER
p/-
4' WIDE SIDEWALK
NOTE:
HANDICAPPED RAMP
CONSTRUCTION SHALL BE
IN ACCORDANCE WITH LATEST
A.D.A. STANDARDS
PLAN VIEW
4' MIN.
0' to 6'8" WIDTH OF RAMP
SLOPE 12:1
SECTION B -B
1:12 MAX. SLOPE
0' to 6'8"
SLOPE 12:1
SQUARE PATTERN
TRUNCATED DOMES USED
IN DETECTABLE WARNINGS
DETECTABLE WARNING BRICK
BRUSHED SAND MIXTURE
SETTING BED
CONCRETE BASE
0.4 -0.9'
1
SECTION A -A
SLOPE
CONSTRUCTION OF CURB
IF SEPARATED FROM RAMP
1111* INK
PAVEMENT
BRICK SQUARE CONSTRUCTION
L I
1' -6"
#5 x 2' -0"
ALTERNATE CURB CONSTRUCTION
PROVIDE 2' -O" LEVEL
STRIP IF ALGEBRAIC
DIFFERENCE EXCEEDS 11%
SIDEWALK RAMP DETAILS
8.33% 5% 13.33% 11%
CHANGE OF GRADE
2 2" 2"
DETAIL OF RAMP GROOVES
q MA
PROVIDE CURB AS REQUIRED. MAY
BE MONOLITHIC WITH LEVEL STRIP
OEIEICTM E WARNINGS ON WMJ NQ !?JIIFIICE
THE MATERIAL SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER
LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL
BE AN INTEGRAL PART OF THE WALKING SURFACE.
g,ENERAL NOTE;
1, THESE DIMENSIONS ARE BASED ON A bin CURB HEIGHT,
THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS,
2, WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN
SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3' -O,
a, THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF
ADJACENT PAVEMENT AND GUTTER LINE,
4, LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS
SI OPE OF 50:1 IN ANY DIRECTION, WHEN SITE INFEASIBILITI( PRECLUDES A
LANDING SLOPE OF 50:1 IN ANY DIRECTION. THE SLOPE PERPENDICULAR TO
THE CURB FACE SHALL NOT EXCEED 500.
IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN,
THE LANDING WIDTH MAY BE DECREASED TO 3' -O" MINIMUM. THE RUNNING
SLOPE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR
A MAXIMUM §IN. RISE,
DRAINAGE ES AT INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO
TIX PATH QF TRAVEL
Z, ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE OF CURB RAMP AND
THE GUTTER SHALL BE LIMITED TO LESS THAN 10% IF IT IS NOT PRACTICAL,
2' -0" WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH,
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REVISIONS
1/11/06 REVISED PER COMMENT
LETTER DATED 1/10/06 AND ADDEE
SHEET C402 MG
DRAWING: 2308C801
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: dwp
SHEET NO.:
C801
TUBE FILE