HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. MDATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
GENERAL DETAILS
DRAWING FILES:
R: \4K \4409 \001 \DWGS \C801
SHEET NO.:
C8C
I
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0
3'
2' x 2' Box
No
18" to 24"
0
3'
2' -6" x 2' -6" Box
No
All Pipes
3'
Deeper
Manhole
Yes
24" Greater
All
Depths
Manhole
Yes
PIPE
DEPTH
MINIMUM SIZE STRUCTURE
STEPS REQUIRED
15" or less
0 3'
2' x 2' Box
No
18" to 24"
0 3'
2' -6" x 2' -6" Box
No
All Pipes
3' Deeper
Manhole
Yes
24" Greater
All Depths
Manhole
Yes
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
SIZE
A
B
UP TO 33"
h
D 16"
D 12"
36 PIPE
AND GREATER
D 24"
D 12"
REVISIONS:
1. PRC 01/16/04 REV. CONCRETE CRADLE DETAIL 4/C801 TO STONE CRADLE, ADDED CONCRETE
END SECTION DETAIL.
DEPTH
H 3'
V A‘‘11 111 111,,
,.1ISTER
-0 920350
-2 STATE OF
NDIANP 41∎
%�S�ONAL E v
11, illit
DATE: j 2-1 C'
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. (2003)
STEPS REQUIRED
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
PIPE
or ,e5s
DEPTH
H 3'
MINIMUM
SIZE STRUCTURE
STEPS REQUIRED
2 x 2' Box
J
E'K
No
E tc; 24"
0
3'
6" x 2 6"
Box
No
Ali Pipes
3'
Deeper
10 1/8"
Manhole
800
Yes
Greater
All
Depths
Manhole
1.5
Yes
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A*
C*
D*
E'K
K
RI
R.
APPROX.
WEIGHT
12"
2"
5"
4' 3"
6' -2"
2' —O"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4' -0"
6' -3"
2' -6"
1.5
12 1/2"
11
1,100
18"
2 1/2"
11"
4' -1"
6' 2"
3' —Q"
1.8
15 1/2"
12'
1,300
21"
2 3/4"
11"
3' -6"
6' -3"
3' -6"
2.1
16 1/8"
13"
1,500
24"
3"
1' -0"
2 -8"
6' 3"
4' -0"
2.3
16 3/16"
14
1,800
27"
3 1/4"
1'_1"
2' -5"
6' -3"
4' -6"
2.6
18 1/2"
14 1/2"
2,100
30"
3 1/2"
1' 2"
1' 10"
6' 3"
5
2.9
18 3/16"
15"
2,400
33"
3 3/4"
1' -3"
3' -6"
8' -3"
5' -6"
3.1
18 1/2"
17 1/2"
4,100
36"
4
1' -5"
3' -1"
8' -3"
6' —O"
3.4
23 3/4"
20"
4,200
TOLERANCE 1"
G
A. P..
d V
0 G
T.C.
r
A 26"
4 OPENING
B
4 '7
A
v, P
a 1
4 A
TORM MANHOLE.
r NEENAH TYPE CASTING
NO. P-3433 (OR EJIW 5230)
r ASPHAL T
P P
b D
Ls
STANDARD REINFORCED
CONC. BASE
24'
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 74" or srrnaller pipes depending upon
intersection angles and number of pipes.
PAVED AREA INLET
0
0000
000000
000000
0 ❑0000
000000
0000
00
GRADE
X I JL =jL9L =,U. =JL
24"
OPENING
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772—A
STANDARD REINrORCED CONC. BASE
PIPE 4 DEPTH A N M11M SIZE STRUCTURE STEPS REQUIRED
No
No
Yes
15" or l e s s 0 3' x Rex
18 to 24' 4 r� Z x 2' -6 B
All Pipes 3' Deeper Manhole
24" Greater All Depths Manhole
Yes
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manhole; rnoy be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
STORM MANHOLE DETAIL
CAP NOT REQUIRED
FOR BOX STRUCTURE
SOIL
PLACEMENT
6" MIN.
12" MAX.
6" MIN.
12" MAX.
TRENCH 8c PIPE EMBEDMENT DETAIL
GRADE
(NEW OR EXISTING)
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
1/2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING.
DEPTH MIN.
PLAN VIEW
Grooved end on outlet end
tongue end on
inlet end
12"
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS) 1
4
Groove (or tongue) to
be the same as on standard I n f
reinforced concrete pipe I--
ASTM designation C76 A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
A
19"
BACKFILL MATERIAL (SEE NOTE
BEDDING
O.D. OF PIPE
TYPICAL SWALE SECTION
CONCRETE
GROUT
2' MIN.
OUTLET CONTROL PIPE
4'
PAY LENGTH
OF CULVERT
N O 1 E
BACKEL L MATERIAL
CLASS II, III, 12
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEv1.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
12"
PIPE
CULVERT
10" PVC
1 1/2"r
12" RCP
COMPUTED LENGTH OF CULVERT
END SECTION
LENGTH (D)
SLOPE DETAIL
HOOK
BOLTS
SECTION Y -Y
GRADE
RNEW OR EXISTING)
12 "C to C
MAX.SPACING
0
1
N
CLASS
CONCRETE E +2T
SECTION A -A
CONCRETE PIPE TOE ANCHOR
PRECAST CONCRETE END SECTION
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/2"r
SEWER AS
PER PLAN -t om
�II
D/4 OR 6"
�I�.. MAX. WIDTH A
IIIC
MIN. WIDTH B
(2' -6" MIN.)
COMPACTED #8 CRUSHED
STONE
SANITARY SEWER TRENCH DETAIL
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
BEEHIVE INLET DETAIL
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
ROLL CURB INLET
4" MIN
RISER RING
CAP NOT REQUIRED
FOR BOX STRUCTURE
PIPE UNDERDRAIN 10' ALONG
EACH DIRECTION FROM CURB
INLETS. SEE DETAIL.
ROLL CURB GUTTER
NEENAH TYPE CASTING
NO. R- 3501 -N
STANDARD REINFORCED CONC. BASE
Steps shall be at 8" O.C. with first step 18" below top of casting.
Manholes may be required fro 24" or smaller pipes depending upon
intersection angles and number of pipes.
y
4j
FINISH GRADE
BISMATIC COATING AS
PER SPECIFICATION
CAST IN PLACE
OR PRECAST
N
0
L41
0
5
w
Q.
w 0
w
0
CAP NOT REQUIRED
FOR BOX STRUCTURE
co
2'-0" DIA.
APPROX 90'
MANHOLE STEPS
4' -0" DIA
BOTTOM OF TRENCH
NEENAH R -1642 W /SELF
SEALING LID (OR EQUAL)
PRECAST CONC.
RINGS
4
1
DIA. FOR CAST IN PLACE
4' -0" MIN. MANHOLE BASE FOR PRECAST
SECTION A -A
SANITARY MANHOLE DETAIL
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
FILL WITH
CONCRETE
SEE WYE Sc LATERAL
CAPPING DETAIL
TAPERED CONE
SECTION
SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
NORMAL GRADE
1/4" PER FOOT
MIN. -1/8" PER FOOT
#4 @I 12" EA. WAY
COVER SEAL
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
6" MIN. STONE REQUIRED
UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
LONG RADIUS
STONE CRADLE
PLAN
WYE 8c LATERAL CAPPING DETAIL
ISOMETRIC PLAN
SECTION A —A
CONCRETE ENCASEMENT
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
Perspective View —earth cut away
To be used when clear distance between pipes
is 18" or less, or where noted on the drawings.
DIAMETER AS
SPECIFIED
ON PLANS
AT HUNTERS CREEK
TOWNHOMES
CARMEL, INDIANA
CARMEL, INDIANA