HomeMy WebLinkAboutC801 Site Details0
0
r)
JUNCTION
BOX
LIGHT POLE FOUNDATION
1
N)
-r
PP
LOCAL DISTRIBUTOR:
HARDING COGSWELL QUARRY
BEDFORD, INDIANA
(812) 279 -9744
ATTN: FRANK IRA
STONE BOLLARD
6" X 6" LIMESTONE BOLLARD
ROUGH CUT ALL SIDES
SET PLUMB
FINISHED GRADE
COMPACTED #11 CRUSHED STONE
CONDUIT
d d O
24 a
POLE (BY E.G.)
PLATE ANCHOR BOLTS
BY POLE MANUF. DOUBLE
NUT EACH ANCHOR BOLT.
GROUT IF REQ'D. BY POLE
MANUFACTURER.
L r
ACCESSIBLE J
0
0
0
0
0
0
1" BEVEL
PP
RUB OUT CONCRETE WITHIN
24 HRS. OF POUR PAINT
EXPOSED BASE YELLOW
AFTER 30 DAYS.
4 #4'S W/ #2 TIES
AT 12" 0.C.
3500 P.S.I. CONCRETE
FINISHED GRADE
HANDICAP SIGN DETAIL
0.5' 0.D. MAX.
/_i CONC. WASH
GALVANIZED STEEL SIGN
GALVANIZED STEEL POST
6" (0.D.) DIA. GALV.
PIPE FILLED W/ CONC.
(PAINT SAFETY YELLOW)
FURN. BY STEEL CONTR.
INST. BY CONC. CONTR.
1' -6" DIA.
CONC. FOOTING
#6 X 1' -2" LONG
REINF. BAR E.W.
ADDITIONAL SIGN REQ'D.
AT VAN ACCESSIBLE
SPACES ONLY
SEE PAVEMENT
SECTION DETAIL
FACE OF
CURB OR
WALK
6' RAMP 5' LANDING
CONC. WALK 11' MIN.
20 OR FLATTER
11
NOTE: 1) SUBGRADE TO BE A FREE DRAINING MATERIAL
COMPACTED TO 90% OF MAXIMUM AS DETERMINED
BY ASTM D -1557.
2) CONCRETE TO BE 4000 PSI 28 DAYS WITH
5 TO 7% AIR ENTRAINMENT.
3) CONTRACTOR TO COMPLY WITH AMERICANS WITH
DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING
FACILITIES FOR HANDICAP ACCESSIBILITY.
4) MINIMUM RAMP WIDTH WITHIN INDIANAPOLIS R/W 4'
OTHERWISE MIN. 3'
HANDICAP RAMP WITHIN 6" CURB OR WALK
10'
1
DASHED WHITE LANE LINE
30' 10' 30' 10'
DASHED YELLOW LANE LINE
30'
10'
30'
10'
CENTER LINE 4 —LANE UNDIVIDED
SOLID YELLOW LINES
STOP LINE
SOLID WHITE LINE
CROSSWALK LINE
SOLID WHITE LINE
4 "MIN. 8 "MAX.
CO
N
PAVEMENT STANDARD MARKINGS DETAIL
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
PREFERED.
3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND
TO BE A MINIMUM OF 70
L 2 1/2 METERS
(8.0 FEET)
THICKENED EDGE
1" HAC SURFACE
ON 9" HAC BASE
1 -1
Ef_ .J D 1 J
2' —O"
300 mm
HANDICAP SYMBOL
2' -0"
10" PC CONCRETE
d
6" CONCRETE SLAB
W/ FIBER REINFORCEMENT
CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION
2"
ASPHALT
PAVEMENT
(SEE SPECS.)
CONCRETE STRAIGHT CURB
300 mm
I 2 1/2 METERS
(8.0 FEET)
NOTES:
1. A 1" SURFACE OVER THE ENTIRE
STREET MAY BE REQUIRED ON THE
APPROVED PLANS OR BY THE D.O.T.
PROJECT ENGINEER.
2. IN CASES WHERE THE PAVEMENT
IS SEVERELY DAMAGED A 2" BINDER
MAY ALSO BE REQUIRED.
3. ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2"
WITHIN PUBLIC R/W
Saw Cut
NOTES
2'
6" Compacted
#53 Stone
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
REMOVE STONE AS REQUIRED
TO PROPER DEPTH
COMPACTED #5D STONE
COMPACTED GRANULAR
BACKFILL
3D
BITUMINOUS ASPHALT PATCHING
Limits of Patch
GENERAL DETAIL
.3D
TRENCH CUT AT PAVEMENT
SAWCUT EDGES OF EXISTING PAVEMENT
HOT ASPHALT BASE
PRIME COAT
2'
1. Saw cut 1/3 pavement thickness then break out.
2. For pavement patches see STD. plan 93 -01
sheets 2,3,84.
Saw Cut
r
100' o"
t---- TRANSVERSE
EXPANSION
JOINTS
CURB JOINT DETAIL
TRANSVERSE CONTRACTION JOINTS
PAVEMENT
BOTTOM OF CURB
)I
TYP. EA. SIDE
1 1/4" 0 HOLES
5' -0"
PLAN VIEW
JSOMETRIC VIEW
ACTUAL STYLE MAY VARY
PRECAST PARKING CURB
6"
VARIES
1/8" R
SCORE
SLOPE: SEE GRADE PLAN
NOTES: 1. SEE CONCRETE JOINT DETAIL FOR
DEPTH DEPTH OF CONTRACTION JOINT. F =1
2. SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3. FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
INTEGRAL WALK CURB
6"
R
HEAVY DUTY PAVEMENT
1 -1/2" HAC SURFACE 0
3" HAC BASE ON
10" CA BASE
1 P1
0
0
0
COMPACT SUBGRADE
TO 90% ASTM D -1557
ON SITE
4000 PSI 6% AIR ENTRAINED CONCRETE
1
COMPACTED SUBGRADE TO 90% T
OF ASTM D -1557
UNDERDRAINS FOR PAVEMENT SPACED AT 4O' -0" 0.0.
SCORE
CONCRETE CRACK SEALER
(Dow)
1 1/2 INDOT SECTION 403 HOT
ASPHALTIC CONCRETE SURFACE #11
165 /SYD
3/8"
2 —INDOT SECTION 403
HOT ASPHALTIC
CONCRETE #9
BINDER 220# /SYD
8 COMPACTED
AGGREGATE BASE
INDOT SECTION 303
TYPICAL PAVEMENT SECTION
VARIES
EXISTING
PAVEMENT
1 /4 /FT.
#11B BITUMINOUS SURFACE
9" #5D BITUMINOUS BASE PLACED
I N 3 LIFTS
6" #53 COMPACTED AGGREGATE BASE
SUBBASE
NOTES:
1. COMPACT SUBGRADE TO 95%
MODIFIED PROCTOR ASTM D1557
2. NOT TO SCALE
TYPICAL PAVEMENT SECTION
within CARMEL R/W
CONCRETE PAVEMENT SECTION
ON SITE
NOTE: USE THIS DETAIL WITH UNDERDRAIN FOR HIGH
WATERTABLE AREAS
SAW CUT
AND
REPLACE
EXISTING
ASPHALT
EXISTING ASPHALT
PROPOSED ASPHALT TAPER
(SEE SECTION DETAIL Sc
DIMENSIONAL SIT PLAN)
ASPHALT TAPER TO EXISTING PAVEMENT
SCORE
1/8" RADIUS
(DOW)
CONTRACTION JOINT
CONCRETE CRACK SEALER
THICKENED EDGE
1" HAC SURFACE
ON 9" HAC BASE
10" PC CONCRETE
EXPANSION JOINT
CONCRETE JOINT DETAILS
CONCRETE SLAB
6" CONC. W/ 2 LAYERS
6 X 6 10/10 WWF
1 /8" RADIUS
NON— EXTRUDING
MATERIAL
PROT e..D
�>f
1 5 G ENGtNEERi.
0
PRINTED
JAN 1 9 2004
CONCRETE /H.D. ASPHALT PAVEMENT INT'tFfttPNTION
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SITE £NG /NEER
x
0
00
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00
0
0
v)
0
as
a)
NO.
DATE
SCALE none
DESIGNED BY DGP
CHECKED BY DGP
REWSION DESCR/P110N
G. P 1
r
No.
900119
STATE OF 4 V\
r f/
lll/� lIo�
CLIENT
VIAI\
GLILFOR
PLAZA, LLC
CONEMEAL STATEMENT
The recipient of these materials understands that
copyright in the materials is owned by ID, and also,
that the materials contain priviledged and confidential
business information of IEI. Accordingly, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
other party and further agrees not to make copies of
the materials. The recipient agrees to use the
materials only for the limited purpose for which IEI
has made the materials available, and recipient agrees
to return all materials to IEI either upon completion of
the intended purpose or upon the request of 10,
whichever comes first.
SITE ADDRESS
811 WEST 'IAIN STREET
MAIN STREET GUILFORD ROAD
CARMEL, INDIANA
DATE. 01/30/04
DRAWN BY M EC
HELD BOOK, N/A
C A E NAME 0335c801.dwg
MK 1111E
SITE
DETAILS
SHEET NO:
C801
S:1 Projects103351dwg10335c801.dwg, 01/29/2004 03:21:51 PM, Field1
4
0
0
r)
JUNCTION
BOX
LIGHT POLE FOUNDATION
1
N)
-r
PP
LOCAL DISTRIBUTOR:
HARDING COGSWELL QUARRY
BEDFORD, INDIANA
(812) 279 -9744
ATTN: FRANK IRA
STONE BOLLARD
6" X 6" LIMESTONE BOLLARD
ROUGH CUT ALL SIDES
SET PLUMB
FINISHED GRADE
COMPACTED #11 CRUSHED STONE
CONDUIT
d d O
24 a
POLE (BY E.G.)
PLATE ANCHOR BOLTS
BY POLE MANUF. DOUBLE
NUT EACH ANCHOR BOLT.
GROUT IF REQ'D. BY POLE
MANUFACTURER.
L r
ACCESSIBLE J
0
0
0
0
0
0
1" BEVEL
PP
RUB OUT CONCRETE WITHIN
24 HRS. OF POUR PAINT
EXPOSED BASE YELLOW
AFTER 30 DAYS.
4 #4'S W/ #2 TIES
AT 12" 0.C.
3500 P.S.I. CONCRETE
FINISHED GRADE
HANDICAP SIGN DETAIL
0.5' 0.D. MAX.
/_i CONC. WASH
GALVANIZED STEEL SIGN
GALVANIZED STEEL POST
6" (0.D.) DIA. GALV.
PIPE FILLED W/ CONC.
(PAINT SAFETY YELLOW)
FURN. BY STEEL CONTR.
INST. BY CONC. CONTR.
1' -6" DIA.
CONC. FOOTING
#6 X 1' -2" LONG
REINF. BAR E.W.
ADDITIONAL SIGN REQ'D.
AT VAN ACCESSIBLE
SPACES ONLY
SEE PAVEMENT
SECTION DETAIL
FACE OF
CURB OR
WALK
6' RAMP 5' LANDING
CONC. WALK 11' MIN.
20 OR FLATTER
11
NOTE: 1) SUBGRADE TO BE A FREE DRAINING MATERIAL
COMPACTED TO 90% OF MAXIMUM AS DETERMINED
BY ASTM D -1557.
2) CONCRETE TO BE 4000 PSI 28 DAYS WITH
5 TO 7% AIR ENTRAINMENT.
3) CONTRACTOR TO COMPLY WITH AMERICANS WITH
DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING
FACILITIES FOR HANDICAP ACCESSIBILITY.
4) MINIMUM RAMP WIDTH WITHIN INDIANAPOLIS R/W 4'
OTHERWISE MIN. 3'
HANDICAP RAMP WITHIN 6" CURB OR WALK
10'
1
DASHED WHITE LANE LINE
30' 10' 30' 10'
DASHED YELLOW LANE LINE
30'
10'
30'
10'
CENTER LINE 4 —LANE UNDIVIDED
SOLID YELLOW LINES
STOP LINE
SOLID WHITE LINE
CROSSWALK LINE
SOLID WHITE LINE
4 "MIN. 8 "MAX.
CO
N
PAVEMENT STANDARD MARKINGS DETAIL
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
PREFERED.
3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND
TO BE A MINIMUM OF 70
L 2 1/2 METERS
(8.0 FEET)
THICKENED EDGE
1" HAC SURFACE
ON 9" HAC BASE
1 -1
Ef_ .J D 1 J
2' —O"
300 mm
HANDICAP SYMBOL
2' -0"
10" PC CONCRETE
d
6" CONCRETE SLAB
W/ FIBER REINFORCEMENT
CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION
2"
ASPHALT
PAVEMENT
(SEE SPECS.)
CONCRETE STRAIGHT CURB
300 mm
I 2 1/2 METERS
(8.0 FEET)
NOTES:
1. A 1" SURFACE OVER THE ENTIRE
STREET MAY BE REQUIRED ON THE
APPROVED PLANS OR BY THE D.O.T.
PROJECT ENGINEER.
2. IN CASES WHERE THE PAVEMENT
IS SEVERELY DAMAGED A 2" BINDER
MAY ALSO BE REQUIRED.
3. ARTERIAL 10 1/2"
COLLECTOR 8 1/2"
LOCAL 6 1/2"
WITHIN PUBLIC R/W
Saw Cut
NOTES
2'
6" Compacted
#53 Stone
HOT ASPHALT SURFACE
#11 OR #12 AGGREGATE
REMOVE STONE AS REQUIRED
TO PROPER DEPTH
COMPACTED #5D STONE
COMPACTED GRANULAR
BACKFILL
3D
BITUMINOUS ASPHALT PATCHING
Limits of Patch
GENERAL DETAIL
.3D
TRENCH CUT AT PAVEMENT
SAWCUT EDGES OF EXISTING PAVEMENT
HOT ASPHALT BASE
PRIME COAT
2'
1. Saw cut 1/3 pavement thickness then break out.
2. For pavement patches see STD. plan 93 -01
sheets 2,3,84.
Saw Cut
r
100' o"
t---- TRANSVERSE
EXPANSION
JOINTS
CURB JOINT DETAIL
TRANSVERSE CONTRACTION JOINTS
PAVEMENT
BOTTOM OF CURB
)I
TYP. EA. SIDE
1 1/4" 0 HOLES
5' -0"
PLAN VIEW
JSOMETRIC VIEW
ACTUAL STYLE MAY VARY
PRECAST PARKING CURB
6"
VARIES
1/8" R
SCORE
SLOPE: SEE GRADE PLAN
NOTES: 1. SEE CONCRETE JOINT DETAIL FOR
DEPTH DEPTH OF CONTRACTION JOINT. F =1
2. SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3. FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
INTEGRAL WALK CURB
6"
R
HEAVY DUTY PAVEMENT
1 -1/2" HAC SURFACE 0
3" HAC BASE ON
10" CA BASE
1 P1
0
0
0
COMPACT SUBGRADE
TO 90% ASTM D -1557
ON SITE
4000 PSI 6% AIR ENTRAINED CONCRETE
1
COMPACTED SUBGRADE TO 90% T
OF ASTM D -1557
UNDERDRAINS FOR PAVEMENT SPACED AT 4O' -0" 0.0.
SCORE
CONCRETE CRACK SEALER
(Dow)
1 1/2 INDOT SECTION 403 HOT
ASPHALTIC CONCRETE SURFACE #11
165 /SYD
3/8"
2 —INDOT SECTION 403
HOT ASPHALTIC
CONCRETE #9
BINDER 220# /SYD
8 COMPACTED
AGGREGATE BASE
INDOT SECTION 303
TYPICAL PAVEMENT SECTION
VARIES
EXISTING
PAVEMENT
1 /4 /FT.
#11B BITUMINOUS SURFACE
9" #5D BITUMINOUS BASE PLACED
I N 3 LIFTS
6" #53 COMPACTED AGGREGATE BASE
SUBBASE
NOTES:
1. COMPACT SUBGRADE TO 95%
MODIFIED PROCTOR ASTM D1557
2. NOT TO SCALE
TYPICAL PAVEMENT SECTION
within CARMEL R/W
CONCRETE PAVEMENT SECTION
ON SITE
NOTE: USE THIS DETAIL WITH UNDERDRAIN FOR HIGH
WATERTABLE AREAS
SAW CUT
AND
REPLACE
EXISTING
ASPHALT
EXISTING ASPHALT
PROPOSED ASPHALT TAPER
(SEE SECTION DETAIL Sc
DIMENSIONAL SIT PLAN)
ASPHALT TAPER TO EXISTING PAVEMENT
SCORE
1/8" RADIUS
(DOW)
CONTRACTION JOINT
CONCRETE CRACK SEALER
THICKENED EDGE
1" HAC SURFACE
ON 9" HAC BASE
10" PC CONCRETE
EXPANSION JOINT
CONCRETE JOINT DETAILS
CONCRETE SLAB
6" CONC. W/ 2 LAYERS
6 X 6 10/10 WWF
1 /8" RADIUS
NON— EXTRUDING
MATERIAL
PROT e..D
�>f
1 5 G ENGtNEERi.
0
PRINTED
JAN 1 9 2004
CONCRETE /H.D. ASPHALT PAVEMENT INT'tFfttPNTION
v)
c
C
C CD
U
a)
t
00
t■
to
Z
r
c
0
v
LO
CO C3
z3
rn c.
0)
00
00
SITE £NG /NEER
x
0
00
0
0)
00
00
0
0
v)
0
as
a)
NO.
DATE
SCALE none
DESIGNED BY DGP
CHECKED BY DGP
REWSION DESCR/P110N
G. P 1
r
No.
900119
STATE OF 4 V\
r f/
lll/� lIo�
CLIENT
VIAI\
GLILFOR
PLAZA, LLC
CONEMEAL STATEMENT
The recipient of these materials understands that
copyright in the materials is owned by ID, and also,
that the materials contain priviledged and confidential
business information of IEI. Accordingly, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
other party and further agrees not to make copies of
the materials. The recipient agrees to use the
materials only for the limited purpose for which IEI
has made the materials available, and recipient agrees
to return all materials to IEI either upon completion of
the intended purpose or upon the request of 10,
whichever comes first.
SITE ADDRESS
811 WEST 'IAIN STREET
MAIN STREET GUILFORD ROAD
CARMEL, INDIANA
DATE. 01/30/04
DRAWN BY M EC
HELD BOOK, N/A
C A E NAME 0335c801.dwg
MK 1111E
SITE
DETAILS
SHEET NO:
C801
S:1 Projects103351dwg10335c801.dwg, 01/29/2004 03:21:51 PM, Field1