HomeMy WebLinkAbout04070007 C801 General Details1
1
DATE:
7/2/04
PROJECT NO.:
1238.9007
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \9007 \DWGS \C801.DWG
SHEET NO.:
C IS 0
9O%
UNDISTURBED BOTTOM
HAUNCH
TRENCH AREA
DATE:
7/2/04
PROJECT NO.:
1238.9007
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \9007 \DWGS \C801.DWG
SHEET NO.:
C IS 0
9O%
UNDISTURBED BOTTOM
TRENCH AREA
CLASS 1
CLASS 11
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
9O%
UNDISTURBED BOTTOM
HAUNCH
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
9O%
NO
t5'a, Aggr
INSIALLATIJN REQUIRED E.30Di
PIPE UNDERDRAIN
(Typical installations)
NOTE: PTE SHALL c U vF 0 L REMEN' S OF SECTION 906.' 7
Of STANDARD SPEU.ii _C, IO
SU[3S Pr.CE D I E
�t P -t\![J .NT WHENCE REGUIPE�D
Y OF CARMEL STANDARDS
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB CUTTER (TYPE II1)
NOFES: FACES 9F'AY 13E f3AT1EE' _f} 10 FASILITAT SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE BEFORE PLACING CONORE1E.
,g
10 -12
VALLEY GUTTER AND SECTION 20
(CHAIRBACK CURB)
SLOPE VARIES
SEE INTERSECTION PLAN DETAILS
10 -9
5' #5D HAC BASE J
7" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
1/2" PREFORMED JOINT FILLER REQUIRED
FOR CONCRETE DRIVES ONLY I VARIES
SIDEWALK
5' TAPER
1 /2" PREFORMED JOINT FILLER
CROSS HATCHED AREAS SHALL BE EITHER 6" PLAIN CONCRETE OR 1" BITUMINOUS
SURFACE ON 2" BITUMINOUS BASE ON 4" TYPE "P" COMPACTED AGGREGATE BASE
OR 1" BITUMINOUS SURFACE ON 4" BITUMINOUS COATED AGGREGATE BASE WITH 5D
STONE, EXTENDING TO THE SIDEWALK OR R/W LINE WHICHEVER IS NEAREST TO THE
ROADWAY.
SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS.
SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY.
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R-3010
ASPHALT
DEMO
0900❑❑
000❑ ❑0
000000
0000
0000
CIO
NOTE:
AS DETAIL SHOWS,
STRUCTURE SHALL BE
CONSTRUCTED SUCH THAT
NO PART OF THE
STRUCTURE EXTENDS
UNDER THE MAINLINE
PAVEMENT BEYOND THE
LIMIT OF THE CASTING
FRAME.
1" #11 HAC SURFACE
5" #5D HAC BASE J
7" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER IND,ANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 —A
4" MIN.
No. 8 STONE 12'
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
BACKFILL MATERIAL (SEE NOTE)
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS)
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
COMBINED CONCRETE CURB
AND GUTTER (TYPE 11)
PLACE 1/2" DIA EXTRUDABLE-�'
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
PRECAST CON'RETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL /2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
4. 4" MIN
RISER RING
PLAN VIEW
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
STANDARD REINFORCED CONC. BASE
CONNECT TO EXISTING
SERVICE PLUG FOR
FUTURE CONNECTION.Th
PLUG SHALL BE ABLE
TO PASS AIR PRESSURE
TEST REQUIRED FOR
SEWER MAIN.
USE 6" SEWER PIPE
UNLESS OTHERWISE
SPECIFIED
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
1/4"/FT. SLOPE 1/4" PER FOOT MIN
m H
SLOPE 1 /4" PER FOOT MIN
_m =mm =III -n
=III
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
NOTE: ALL PAVING TO BE COMPLETED IN THE SAME PAVING SEASON.
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR
DRIVEWAY THICKENS, WHICHEVER IS GREATER.
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIA' 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 SIDEWALK DET�
SAWED TO 1/4 OF THE WALK THICKNESS.
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
INFI— SHIELD 'UNIBAND'—
OR APPROVED EQUAL SEAL o
PER SPECIRCA1IONS
SECTION A —A
WHEELCHAIR RAMP DETAILfl
BUTYL RUBBER COATING
AS PER SPECIFICATION
PROFILE GRADE 6" CHAIRBACK CURB
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
5' —O" BETWEEN
TRANSVERSE JOINTS
4' -0" MIN. MANHOLE BASE FOR PRECAST
BOTTOM OF CURB
NEENAH R- 1642 —A OR JORDAN 104522
W /SELF SEALING LID (OR EQUAL)
STAMPED 'SANITARY SEWER"
SECTION A —A
SANITARY MANHOLE DETAIL
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVEUNG AND SUPPORT
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
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No.
0000075
STATE OF
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s 'ND IAN
SS /OVAL t \\\s. i /I!urrrnur►++"\
DATE: 7/02/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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