HomeMy WebLinkAbout06020008 C801 General DetailsDATE:
1/30/06
I I
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
f Wesi
IN 801
INDIANA
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238\8002\DWGS\C801.DWG
SHEET NO.:
C qc 0
i.-
DATE:
1/30/06
PROJECT NO.:
1238.8002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238\8002\DWGS\C801.DWG
SHEET NO.:
C qc 0
i.-
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90'
I I
1 1
I I
L
COVER SEAL
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE Sc LATERAL CAPPING DETAIL
24"
4
Coss A" Concrete
Compacted Subgrode
or Aggregate Base
24"
/VW
Slope 1 4',/ft
Top Soil
6
15"
NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONCRETE.
Scale: 1W= 1
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB GUTTER (TYPE III)
REVISED
FIGURE
DIAMETER AS
SPECIFIED
ON PLANS
Al j=114111 4:1141. TOP SOIL MIN r ift !IRV
Wr■WWO***WWWZ
•■•■i■?■/■ 'N'■•■)0.;■#
TYPICAL SIDEWALK SECTION
NOT TO SCALE
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.
ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1 /4" OF THE WALK THICKNESS.
SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS
OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER.
Earth Or Sidewalk Surface
#8 Washed Aggregate
PIPE UNDERDRAIN
DOUBLE WALL
HANCOR HI—Q
OR EQUIVALENT
PREPARED SUBGRADE
R/W LINE
v:
PIPE UNDERDRAIN
(Typical instollations)
4'-0" MIN. (SEE PLAN)
NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER,
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN
NORMAL GRADE
1 /4" PER FOOT
MIN. PER FOOT
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
30'
MIN
45' MAX.
I
x/
SANITARY
SEWER
WATER MAIN
LONG RADIUS
SECTION A—A
z
Concrete Curb Or Curb Cutter
Pavement
1—
ISOMETRIC PLAN
SIDEWALK DETAIL C801
FIGURE
10-9
DIAMETER AS SPECIFIED
7 ON PLAN OR SCHEDULE
\II,
REVISED
PLAN VIEW
CONNECTION TO MAIN SEWER
TYPICAL UTILITY CROSSING (13801
1
5'-0" BETWEEN
TRANSVERSE JOINTS
11
C801
48'—O" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
GRADE
(NEW OR EXISTING)
BACKFILL
4 inch
(100 mm)
—3" OF TOPSOIL
6"
A MAi
4tA
11=111=1 1 14
STANDARD HYDRO
SEEDING W/STRAW
MULCH TACKIFIELD
1" R
3 to 4- (75mm TO 100mm) HIGH LLI ILK TO BE STAUPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
CURB STAMP
0
A
1:10 1:10
4 0
SLOPE SLOPE
PLAN VIEW
SECTION A—A
WHEELCHAIR RAMP DETAIL
4
6'-0"
24"
3/4"
24"
NO SCALE
18"
COMPACTED SUBGRADE
VARIES
2' CONC. ROLL CURB
COMBINED CONCRETE CURB
AND GUTTER (TYPE 11)
5' WALK
TYPICAL SWALE SWALE SECTION
11' (MIN.) _L
5.5' (MIN.
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GRADE
(NEW OR EXISTING)
-1171
1- =1 I I I 11= S-150 EROSION CONTROL
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BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
COMMONS
7.0'
2.5'
6 o.
o.6
14'
1.5" HAC SURFACE #11
2" HAC BINDER #8
3" HAC BASE #5D
7" #53 STONE
1.5" HAC SURFACE #11
2" HAC BINDER #8
TRANSVERSE EXPANSION JOINTS
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
jyit III
6" CHAIR BACK CURB
SLOPE 1 /4" PER FOOT MIN
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
1
°D• :o 0:o 0:o l•o o .0.0 0.0 0.
•o
'1 :•o Lo 0.0 0•0 0•o O•o O•o O•o O•
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9.5'
6" CHAIR BACK CURB
WITHOUT GUTTER PROFILE GRADE
6 .6 o. o.6
3" HAC BASE #5D
7" #53 STONE
SLOPE 1/4" PER FOOT MIN
8.5' PVMT
CHAIR BACK CURB
WITHOUT GUTTER
SLOPE 1/4" PER FOOT MIN
14'
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON
STREET CROSS SECTION A—A
RHETTSBURY STREET
23' RIGHT OF WAY
19' FACE TO FACE
q_
24' ALLEY ESMT.
12' EDGE OF PVMT. TO EDGE OF PVMT.
0
_J
1" #11 HAC SURFACE
3" #9 HAC BINDER
#53 COMPACTED STONE BASE
TYPICAL ALLEY SECTION
24' ALLEY ESMT.
19' EDGE OF PVMT. TO EDGE OF PVMT.
1" #11 HAC SURFACE
3" #9 HAC BINDER
#53 COMPACTED STONE BASE
100'
PAVEMENT
0
CURB JOINT DETAIL
9.5'
6" CHAIR BACK CURB
SLOPE 1 /4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL FRONTAGE DRIVE SECTION
DEWHURST STREET
SLOPE 1/4" PER FOOT MIN
8.5' PVMT
6" CHAIR BACK CURB
WITHOUT GUTTER
SLOPE 1/4" PER FOOT MIN
INVERTED CROWN WITH CURB SECTION
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(10' MAX. SPACING)
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET.
11' (MIN.)
5' WALK
PIPE UNDERDRAIN (TYP)
SEE DETAIL
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2.5'
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6' PVMT
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El_ No.
E 10000075
STATE OF
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ONAL
DATE: 1 /30/06
THIS DRAWING AND THE IDEAS, DESIGNS 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. (2006)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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ALLEY ESMT.
TRANSVERSE JOINT
TRANSVERSE JOINT
RIGHT OF