HomeMy WebLinkAbout03080010 Townhomes at Rangeline Block B - Construction Plans - Erosion Control Plan C801�-1" H.A.C. SURFACE
2" H.A.C. BINDER
6" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
0 0 o 0 o 0 0
0 0 0 0 0 0 0
J ocJc EJ J
0 0 0 0 0 0 0
0 0 0 0 0 0 0
E E EJ Jc c 0
0000h�o
GRADE
30" R.C.P.
(1) LINE 0.116 PIPE
W.W.F.
6" "B" BORROW
INLET DETAIL FOR PAVED AREA
DIMENSIONS (INCHES)
(MAX) (I.D.) (MIN)
12 36 18
15 36 21
18 48 25
21 48 28
24 48 31
27 60 34
30 60 38
33 60 41
36 60 44
42 60 50
4" MIN
RISER RING
co
STANDARD REINFORCED CONC. BASE
BEEHIVE INLET DETAIL
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
NEENAH TYPE GRATE
R-4380-6
COURTYARD DRAIN INLET DETAIL
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
SOIL
PLACEMENT
TRANS
12" MIN.
No. 8 STONE
4" MIN.—
No. 8 STONE
VALLEY GUTTER AND SECTION
(CHAIRBACK CURB)
TRENCH AREA CLASS 1 CLASS II CLASS III CLASS IV
BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM
HAUNCH 85% 90% NO
INITIAL BACKFILL NO COMPACTION 85% 90% NO
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
II BE USED UNDER ALL
1 PAVED AREAS) 1'
,4 A 4'
STORM SEWER
TRENCH 8c PIPE EMBEDMENT DETAIL
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.
TRA TION
AREA
SECTION "A-- A"
BEDDING
0.D. OF PIPE
0000
000000
000000
000000
000000
0000
0
30" DIA.
(RCP OR PRECAST)
(1) LINE 0.116 PIPE
W.W.F.
4' -0" SQUARE BASE
STD 2' CHAIR BACK CURB
►II, all, alI„ ►II
r /A
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
PAVEMENT
SECTION
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
No. 1772 -A
NEENAH CASTING
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.
TRANSVERSE EXPANSION JOINTS
PAVEMENT
BACKFILL
SIDEWALK DETAIL
PAVEMENT
CURB JOINT DETAIL
GRANULAR
BACKFILL
OF TOPSOIL
PAVEMENT
CONCRETE
3000 PSI
1 1/2"r
VARIABLE
6' -O" BETWEEN
TRANSVERSE JOINTS
MAX. 1:12
PLAN VIEW
CONCRETE SIDEWALK
NOT TO SCALE
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
COMPACTED SUBGRADE
2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL
3" OF TOP SOIL
EXISTING
GROUND
6" STANDING CONCRETE CURB DETAIL
BOTTOM OF CURB
TOP OF CURB
6 CHAIRBACK CURB
AND GUTTER (TYPE II) G
C O Q.
950C
STAil
Noi
fare
o.
DATE: 1
THIS DRAWING AND1 The pri4JISIGNS AND
CONCEPTS CONTAINED HEREIN, AID THE EXCLUSIVE
INTELLECTUAL PROPERTY OP 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)
r _ik�tYl*1!'7'f
i er
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100 t
Carmel, IN 46032'
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.00m
Architecture'
Civil Engineering
Environmental Engineering
Geotechnical Services
G I S* L I S
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation ,:�Engineering
DATE:
07/18/03
DRAWN BY:
DCC
z
E-
z
SGT NO.:
9. 0 9 1
SHEET 'TITLE:
GENERAL I'DETAIIS
BLOCK,
AWING FILES:
\4K\ 4580\ 001 \DWGS\C11. IC fl \C801.DWG
A
B
C
�-1" H.A.C. SURFACE
2" H.A.C. BINDER
6" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
0 0 o 0 o 0 0
0 0 0 0 0 0 0
J ocJc EJ J
0 0 0 0 0 0 0
0 0 0 0 0 0 0
E E EJ Jc c 0
0000h�o
GRADE
30" R.C.P.
(1) LINE 0.116 PIPE
W.W.F.
6" "B" BORROW
INLET DETAIL FOR PAVED AREA
DIMENSIONS (INCHES)
(MAX) (I.D.) (MIN)
12 36 18
15 36 21
18 48 25
21 48 28
24 48 31
27 60 34
30 60 38
33 60 41
36 60 44
42 60 50
4" MIN
RISER RING
co
STANDARD REINFORCED CONC. BASE
BEEHIVE INLET DETAIL
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
NEENAH TYPE GRATE
R-4380-6
COURTYARD DRAIN INLET DETAIL
STD 2' CHAIR BACK CURB
PAVEMENT
SECTION
SOIL
PLACEMENT
TRANS
12" MIN.
No. 8 STONE
4" MIN.—
No. 8 STONE
VALLEY GUTTER AND SECTION
(CHAIRBACK CURB)
TRENCH AREA CLASS 1 CLASS II CLASS III CLASS IV
BEDDING FLAT SHOVEL 85% 90% UNDISTURBED BOTTOM
HAUNCH 85% 90% NO
INITIAL BACKFILL NO COMPACTION 85% 90% NO
1/2 TRENCH
DEPTH MIN.
(GRANULAR MATERIAL TO
II BE USED UNDER ALL
1 PAVED AREAS) 1'
,4 A 4'
STORM SEWER
TRENCH 8c PIPE EMBEDMENT DETAIL
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.
TRA TION
AREA
SECTION "A-- A"
BEDDING
0.D. OF PIPE
0000
000000
000000
000000
000000
0000
0
30" DIA.
(RCP OR PRECAST)
(1) LINE 0.116 PIPE
W.W.F.
4' -0" SQUARE BASE
STD 2' CHAIR BACK CURB
►II, all, alI„ ►II
r /A
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
PAVEMENT
SECTION
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
No. 1772 -A
NEENAH CASTING
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.
TRANSVERSE EXPANSION JOINTS
PAVEMENT
BACKFILL
SIDEWALK DETAIL
PAVEMENT
CURB JOINT DETAIL
GRANULAR
BACKFILL
OF TOPSOIL
PAVEMENT
CONCRETE
3000 PSI
1 1/2"r
VARIABLE
6' -O" BETWEEN
TRANSVERSE JOINTS
MAX. 1:12
PLAN VIEW
CONCRETE SIDEWALK
NOT TO SCALE
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
COMPACTED SUBGRADE
2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL
3" OF TOP SOIL
EXISTING
GROUND
6" STANDING CONCRETE CURB DETAIL
BOTTOM OF CURB
TOP OF CURB
6 CHAIRBACK CURB
AND GUTTER (TYPE II) G
C O Q.
950C
STAil
Noi
fare
o.
DATE: 1
THIS DRAWING AND1 The pri4JISIGNS AND
CONCEPTS CONTAINED HEREIN, AID THE EXCLUSIVE
INTELLECTUAL PROPERTY OP 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)
r _ik�tYl*1!'7'f
i er
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100 t
Carmel, IN 46032'
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.00m
Architecture'
Civil Engineering
Environmental Engineering
Geotechnical Services
G I S* L I S
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation ,:�Engineering
DATE:
07/18/03
DRAWN BY:
DCC
z
E-
z
SGT NO.:
9. 0 9 1
SHEET 'TITLE:
GENERAL I'DETAIIS
BLOCK,
AWING FILES:
\4K\ 4580\ 001 \DWGS\C11. IC fl \C801.DWG