HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. NDATE:
8/29/03
1
ESTRIDGE DEVELOPMENT CO., INC.
CARMEL, INDIANA
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
R: \4K \4409 \001 \DWGS \C802
SHEET NO.:
C "P c2
1
1 j
DATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
R: \4K \4409 \001 \DWGS \C802
SHEET NO.:
C "P c2
c 6' -0" BETWEEN
TRANSVERSE JOINTS
I/L r
JOINT FILLER
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TRANSVERSE JOINT
TRANSVERSE JOINT
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SMALL TIMBER WALL
ON SOME UNITS BY
DEVELOPER AS REQQU(RED
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COMPACTED
STONE BASE.
TOP SOIL
FILL
8 `A
PAD FOR EACH BUILDING TO BE
CONSTRUCTED 2' BEYOND FACE
OF BUILDING 1.33' BELOW F.F.E.
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2' CONCRETE ROLL CURB
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(TYPE i)
2' CONCRETE ROLL CURB 8c GUTTER
3" OF TO
PATIO
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2' CONCRETE CH AI R B ACK CURB
ANN -0.50
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0.50
ONE ASTERISK ON DRIVEWAY INDICATES A UNIT
WHERE THE PATIO AND DRIVEWAY ARE DROPPED
TO 1.0' BELOW F.F.E. INSTEAD OF 0.5.
TWO .ASTERISK INDICATES PATIO AND DRIVEWAY ARE
1.5' BELOW F.F.E. SEE DEVELOPMENT P.ALN.
FFE=O.QQ
PAD= -1.33
(WITHOUT GUTTER)
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2' ROLL CURB WITHOUT GUTTER
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GRADES REPRESENT TYPICAL FINISHED GRADES OUTSIDE
INDIVIDUAL BUILDINGS RELATIVE TO THE FINISHED FLOOR ELEVATION
0.201
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TYPICAL GRADING PLAN FOR BUILDINGS
SCALE: 1"=20'
AWN
-0.50
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11
C802
2' ROIL CURB WITHOUT GUTTER
TYPICAL PATIO AND
LANDSCAPING AREA
6 STEPS REQUIRED FOR MANY
UNITS SEE SITE PLAN
AND DEVELOPMENT PLAN
SIDEWALK
MAX. SLOPE 1:20
DROP CURB TO
RAMP IN 12"
2' ROLL CURB GUTTER
1/2" 2" PREFORMED EXPANSION JOINT --J
RAMP
SIDEWALK SLOPE
MAX. 1 :20
SECTION B -B
0
0
PLAN VIEW
07
N
07
RAMP
NOTE
1 ALL HANDICAP RAMPS SHALL MEET THE REQUIREMENTS
OF THE AMERICAN DISABILITIES ACT.
2. MINIMUM WIDTH OF CURB RAMP SHALL BE 4 FEET NOT
INCLUDING FLARES. MAXIMUM SLOPE OF RAMPS SHALL
BE 1:12.
3, CURB CUT RAMPS ARE TO BE LOCATED AS SHOWN ON
THE PLANS OR AS DIRECTED BY CITY ENGINEER.
4. RAMPS SHALL BE PROVIDED AT ALL CORNERS OF
STREET INTERSECTION, WHERE THERE IS EXIS11NG OR
PROPOSED SIDEWALK AND CURB INCLUDING
INTERSECTIONS.
5. SURFACE TEXTURE OF THE RAMP SHALL BE THAT
OBTAINED BY A COARSE GROOMING, TRANSVERSE
TO THE SLOPE OF THE RAMP.
6. SIDEWALKS SHALL BE RAMPED WHERE THE DRIVEWAY
CURB IS EXTENDED ACROSS THE WALK.
PREPARED SUBGRADE
ai
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/GAS MAIN`
SANITARY
SEWER
SECTION A -A SEE SECTION B -B
CARRY FLOWLINE
THROUGH RAMP
i CONTRACTION
JOINT (TYP.)
hami.
TYPICAL SIDEWALK SECTION
NOT TO SCALE
CONCRETE SIDEWALK
NOT TO SCALE
WATER MAIN
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FEAR
FLARE
FLARE
FLARE
AL
SIDEWALK DETAIL
MAX. SLOPE
1 :12
DROP CURB TO
DETAIL "T" INTERSECTION RAMP IN 12"
4'-0" MIN.
7. CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE
ON ALL RAMPS WITH NO BREAKS IN GRADE.
8. DRAINAGE STRUCTURES SHALL NOT BE PLACED IN LINE
WITH RAMPS. EXCEPT WHERE EXISTING DRAINAGE
STRUCTURES ARE BEING UTILIZED IN THE NEW
CONSTRUCTION, LOCATION OF THE RAMP SHOULD TAKE
PRECEDENCE OVER LOCATION OF DRAINAGE
STRUCTURE.
9. THE NORMAL GUTTER LINE PROHLE SHALL 3E MAINTAINED
THROUGH THE AREA OF THE RAMP.
10. EXPANSION JOINT FOR THE RAMP SHALL BE A MAXIMUM
1/2" WIDE. THE TOP OF THE JOINT FILLER FOR ALL RAMP
TYPES SHALL BE FLUSH WITH ADJACENT CONCRETE.
11. CRGSSWALK AND STOP LINE MARKING, IF USED, SHALL
BE SO LOCATED AS TO STOP TRAFFIC SHCRT OF RAMP
CROSSING.
12. SLOPE OF RAMP MAY BE MODIFIED WHEN FIELD
CONDITIONS WARRANT AND WHEN APPROVED BY THE
CITY ENGINEER.
SIDEWALK RAMP FOR HANDICAPPED
R/W LINE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
PAVEMENT
a1i,
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TYPICAL UTILITY CROSSING
CONTRACTION
JOINT (TYP.)
DROP CURB TO
RAMP IN 12"
RAMP MAX SLOPE 1:12
CARRY FLOWLINE
THROUGH RAMP
CONTRACTION
,JOINT (TYP.)
RAMP MAX SLOPE 1:12
CARRY FLOWLINE
THROUGH RAMP
I/1
CONC.
WALK
6" CHAIR BACK CURB
WITHOUT GUTTER
2' ROLL CURB
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SLOPE 1/4" PER FOOT MIN
SLOPE 1/4" PER FOOT MIN
CONC.
WALK
4'
#8 GRAVEL
UNDERDRAIN TRENCH TO BE LINED
WITH NON -WOVEN FILTER FABRIC.
AWWWWWWWWWWWWWWWWWW /AIMS
-2' ROLL CURB
WITHOUT GUTTER
SLOPE 1.00%
CENTERLINE
PROFILE GRADE
SLOPE 1.00%
2' ROLL CURB
WITHOUT GUTTER
4'
CONC.
WALK
1/4' /ET.
(MIN.)
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1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
(COMPACTED TO 95% MAXIMUM
DRY DENSITY)
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MIN;
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4"
(MIN'
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14'
10'
2' ROLL CURB
WITHOUT GUTTER
SLOPE 1.00%
1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
(COMPACTED TO 95% MAXIMUM
DRY DENSITY)
FLOWLINE OF SWALE
SSD IN SWALE
7.5'
45' BACK TO BACK
MEDIAN
\-1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
(COMPACTED TO 95% MAXIMUM
DRY DENSITY)
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SECTION 45' STREET
24" BACK TO BACK
10'
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL ASPHALT STREET CROSS SECTION
(24' PRIVATE STREET)
BACK TO BACK
CENTERLINE
PROFILE GRADE
7.5'
SLOPE 1.00%
14'
2' ROLL CURB
WITHOUT GUTTER
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
2'
TYPICAL ASPHALT STREET CROSS SECTION
(19' PRIVATE ALLEY)
Z A
Ar Ai" A A
TRANSVERSE EXPANSION JOINTS
(BETWEEN STORM STRUCTURES CURB)
PAVEMENT
6" PERFORATED HDPE
CURB JOINT DETAIL
TRANSVERSE CONTRACTION JOINTS
MAX. 5' SPACING WITHIN RADIUS
OF INTERSECTIONS AND ENTRANCES.
INSTALLATION REQUIRED:
20 ALONG EACH CENTERLINE
FOR EACH PAVED AREA INLET
PERFORATED PLASTIC PIPE
PER INDOT SPECS #718.02
#8 GRAVEL
TRANSVERSE CONTRACTION JOINTS
(10' MAX. SPACING)
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(MIN
TOP OF CURB
BOTTOM OF CURB
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(MIN)
PAVEMENT
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0
PIPE UNDERDRAIN
4'
PIPE UNDERDRAIN (TYP)
SEE DETAIL
WALK LOCATION VARY
SEE SITE PLAN
UNDERDRAIN TRENCH TO BE LINED
WITH NON -WOVEN FILTER FABRIC.
C802
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�G R
No.„-
I-, 920350
STATE OF
'vONAL
�/1111111��
DATE:
1 2-1 6 i
IS DRAWING AND THE IDEA DES GNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7300
www.schneidercorp.com
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