HomeMy WebLinkAboutConstruction Plans C801 General DetailsSTR.#
T.C.
INV. IN
INV. OUT
DEPTH
STR• SIZE
STR. TYPE
CASTING TYPE
PIPE SIZE
DIRECTION
IN
OUT
IN
OUT
640
6' -2"
890.10
1.3
10 1/8"
36"
END
15"
21"
7"
NE
6' -3"
641
896.15
890.35
890.35
3.8'
36"
INLET
R- 1772 -A
21"
21"
NE
SW
642
896.15
891.17
890.49
3'
36"
INLET
R- 1772 -A
21"
21
NE
SW
643
24"
3"
892.30
2' -8"
36"
END
2.3
16 3/16"
21"
1,800
SW
644
1' -1"
892.31
6' -3"
4' -6"
36"
END
14 1/2"
18"
30"
E
1' -2"
645
898.70
892.39
892.39
4.6'
36"
MANHOLE
R-3010
18"
18"
E
W
646
899.52
892.70
892.70
5.1'
36"
INLET
R- 1772 -A
18"
18"
E
W
647
899.52
892.75
892.75
5.1'
36"
INLET
R- 1772 -A
18"
18"
S
W
648
898.20
893.02
893.02
3.5'
36"
MANHOLE
R-3010
15"
18"
SW
N
649
897.01
893.17
893.17
2.4'
36"
INLET
R- 1772 -A
15"
NE
893.17
2
SW
650
897.47
893.72
2.3'
36"
INLET
R- 1772 -A
15"
15"
SW
NE
651
897.01
893.26
2.3'
36"
INLET
R- 1772 -A
12"
NE
655
892.29
48"
END
30"
NW
656
898.60
892.35
892.35
3.5'
48"
MANHOLE
R-3010
30"
SE
NE
895
12
W
657
899.87
895.98
895.98
2.7'
24"
INLET
R- 1772 -A
12"
12"
W
E
658
899.87
896.12
2.6'
24"
INLET
R- 1772 -A
12"
E
DATE:
11/26/03
PROJECT NO.:
1238.9005
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \9005 \DWGS \C801.DWG
SHEET NO.:
41 0)
C
C
R1
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A*
C
D*
E
K
R1
R2
APPROX.
WEIGHT
12"
2"
5"
4' -3"
6' -2"
2' -0"
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'
3' -0"
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' -0"
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' -0"
3.4
23 3/4"
20"
4.200
TOLERENCE 1"
SIR.,
B
La
W
THICKNESS
d 50
AREA
655
7.5'
10'
15'
12"
4'
125 SYDS
645
4.5'
10'
12'
12'
4"
9 SIDS
640
5.25'
10'
15'
12'
4"
11 SOS
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
18
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
DIMENSIONS
NCHES)
A
(MAX)
B
(I.D.)
C
(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
DIMENSIONS NCHES)
A
(MAX)
B
(I.D.)
C
(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
DIMENSIONS
NCHES)
(MAX)
(Lo.)
(M IN)
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
c rr ur\m
JOINT FILLER
r -NIW „O —,1►
NSVERSE JOINT
6' -0" BETWEEN
NSVERSE JOINT
1/2" PREFORMED f
Ir IMT f I I FR
TRANSVERSE JOINTS
/,1
•oreVeV .i eless w1ail
lIe �ie t
RIPRAP Srsr.re z
OVER a
('F(1TEYT11 F V/V
i 1 eN
reV
...m.o.," set
I so. DIRECTION ref ,1.11,1 1
OF FLOW
As A: I:Pi1 r1 i1 i1ASi1 i
t it �i�. r #is €:So S'
-....E.,4 I� ie., S W it*i a.,11., A ffil
.1I! r s a fe! e
PIPE
CULVERT o
NOTES
1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6
2. MINIMUM THICKNESS OF RIPRAP TO BE 12
3. GEOTEXTILE TO BE POLYFELT TS700 OR
APPROVED EQUAL.
\4 1 i Vii. .1� ,1
SLOPE
PIPE
CULVERT
RIFS
00
0000
❑0000❑
000000
�.:11 Il g al n:�
STORM MANHOLE DETAIL
RIPRAP GEOTEXTILE
UNDER END SECTION
#8 WASHED GRAVEL OR
APPROVED EQUIVALENT
(INDOT STD. SPECS.)
PIPE UNDERDRAIN
DOUBLE WALL
GRADE
TOE ANCHOR
%jam jam j ja
i,
CROSS SECTION
RIPRAP DETAIL END SECTION
EARTH OR SIDEWALK SURFACE
TOP OF CURB
For AI
0 o 0 00
o 0 0 0 o
0 o o• 0 0
0 0• 0 0 O o
O o 0 o
0 •o °0 •o
o 0 o O
ii
0 0 o
O O 0
0 O O O
0 0 0 0 00
0•o 0•o
0 0. 0 0 0
0 o° 00.0'
0 .0'0
11111111:
0
4"
(MIN)
STANDARD REINFORCED CONC. BASE
PLAN VIEW
4 k (SEE NOTES)
4motromw%
WA" 7 I tiOnetv
8
Lo
OR TO EDGE OF
SAFETY LEDGE
CONCRETE CURB
8
0 0 O
O 0 0 00
o
0 0 0
O 0
00 0 0
O .0
o
0 o O
O 80
00 0 0
0•0
o 00 o °0
0..0
4"
(MIN)
RIPRAP GEOTEXTILE
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
8
�j� z
\j
d
S
0
PAVEMENT
CURB UNDERDRAIN
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
BACKFILL
-3" OF TOPSOIL
6"
INSTALLATION REQUIRED:
BOTH SIDES OF PAVEMENT RUNNING
THROUGHOUT ENTIRE PROJECT.
PIPE MATERIAL PER INDIANA STATE
HIGHWAY SPECS. No. 718.02
1 "R
3/4"
COMPACTED SUBGRADE
COMBINED CONCRETE CURB
AND GUTTER (TYPE 11)
BEEHIVE INLET DETAIL
24"
24"
18"
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90'
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
WYE 8c LATERAL CAPPING DETAIL
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
4" MIN
RISER RING
STANDARD REINFORCED CONC. BASE
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
SPECIAL STRAIGHT CURB INLET
COVER SEAL
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
LONG RADIUS CURVE
NOTE:
STRUCTURE SHALL NOT BE
CONSTRUCTED UNDER
PAVEMENT AS SHOWN
GRAPHICALLY.
STANDARD REINFORCED CONC. BASE
Grooved end on outlet end
tongue end on
inlet end
Groove (or tongue) to
be the same as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
GRADE
(NEW OR EXISTING)
DIAMETER AS
SPECIFIED
ON PLANS
PIPE
CULVERT
1 1/2'r
FINISH GRADE
INFI- SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL b
PER SPECIFICATIONS
BUM RUBBER COATING
AS PER SPECIFICATION
HOOK
BOLTS
PRECAST BASE
o
COMPUTED LENGTH OF CULVERT
PAY LENGTH I END SECT1ON
OF CULVERT LENGTH (D)
SLOPE DETAIL
SECTION Y -Y
CLASS A
CONCRETE I E +2T
PRECAST CONCRETE END SECTION
2' -0" DIA
1
12 "C to C
rMAX.SPACINGI
SECTION A -A
Or MAX.)
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
1 1/2"r
CONCRETE PIPE TOE ANCHOR
I I- 11
I :;I
SOIL
PLACEMENT
I
1/2 TRENCH
DEPTH MIN.
12" MIN.
No. 8 STONE
VARIES
TYPICAL SWALE SECTION
0 p 0 p p
p O• p O O• p O• p D• p O• p O• p O• p O
•o p p •o O •o o O •o p •o
I
STANDARD HYDRO I I I -I I I I II I I I I I BLANKET AS MANUFACTURED BY
SEEDING W /STRAW
MULCH TACKIFIELD NORTH AMERICAN GREEN
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
(GRANULAR
BE USED
1 PAVED
BACKFILL MATERIAL (SEE NOTE
MATERIAL TO
UNDER ALL
AREAS) 1
BEDDING
O.D. OF PIPE
4'
MANHOLE STEPS
4' -0" DIA.
s
4' MIN. MANHOLE BASE FOR PRECAST
SECTION A -A
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
GRADE
(NEW OR EXISTING)
13
0801
t s
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
FOUNDATION
4" MIN.- (REQUIRED IN UNSTABLE SOIL)
No. 8 STONE 12" 12"
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
NEENAH R- 1642 -A OR JORDAN 104522
W /SELF SEALING LID (OR EOUAL)
STAMPED "SANITARY SEWER"
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
PRECAST CONCRETE
SECTIONS
FILL WITH
CONCRETE
A
#4 0 12" EA. WAY
NOTE
MANHOLE CONFORMS TO ASTM C 478
JOINT CONFORMS TO ASTM C -443
CARMEL
PLAN
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
SANITARY MANHOLE DETAIL
Q 8
SANITARY
SEWER
��1111
1t�
tit J
PLACE 1/2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
NOMINAL 12" BUTYL RUBBER
BASE EX PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL
ADJUSTING RING DETAIL
(FIGURE 5 -48)
1
1/2 TRENCH
DEPTH MIN.
SOIL
PLACEMENT
U
z
w
12" MIN.
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
ab,
NORMAL GRADE
1/4" PER FOOT
MIN. -1 /8" PER FOOT
z
1'
11'
CHAIR BACK CURB
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
SLOPE 1/4" PER FOOT MIN
1 /4 /FT.
Vi=n ifizi MilaraingEW -II
SECTION A -A
BEDDING
O.D. OF PIPE
1 /4 /FT.
4'
WALK LOCATION
4'
v v v 'r •v r I
i,A '�i\�/ i
\r; \,7 GAS H
4 „.V
s WATER MAIN
TYPICAL UTILITY CROSSING
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS)
NO. 8 CRUSHED STONE
SPRING LINE OF PIPE
FOUNDATION
6" MIN. 1 (REQUIRED IN UNSTABLE SOIL)
12"-/
(MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAIL
I SOMETRIC PLAN
1" #11 HAC SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
"II4II��IL�I4 IITOP S OI L M IN 11 11��ll_
LONG RADIUS
SECTION A -A
DIAMETER AS SPECIFIED
f ON PLAN OR SCHEDULE
PLAN VIEW
CONNECTION TO MAIN SEWER
14'
TRANSVERSE EXPANSION JOINTS
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
4'
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION
-0" MIN.
R/W LINE
o.0 0.0
0• o
0 0•0 °•0 0.0 0
o o o o o o o o
0 o o° 0 o o o
0•0 0•0
p O 0 p O
0.0
o o•o o•o o•o
0 o• 0
0
100'
PAVEMENT
O 0.O
6 "x 6 "x 4" TEE
r r
/r %r
CURB JOINT DETAIL
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.
3'
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
SIDEWALK DETAIL
PLAN VIEW
6'- 0"
SECTION A-A
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
-a NPIPE UNDERDRAIN (TYP)
SEE DETAIL
TOP OF CURB
BOTTOM OF CURB
"STREET" SSD CON ECTI ON S
TO INDIVIDUAL LOTS
2' CONC. ROLL CURB
2 "x4" POST
11'
WALK LOCATION
WHEELCHAIR RAMP DETAIL
NOTE:
TEMP. EXTENSION ABOVE GROUND
TO BE REMOVED UPON CONNECTION
TO HOUSE.
\11 1111 I 111111 111/ 0 77j
�0
O N T eez
eeo-G'sTE
N o.
0000075
STATE OF
U
%„1 1�, N AL I E
Illlllll
DATE: 2/18/04
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. (2003)
‘fib,
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
Architecture
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BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
CARMEL, INDIANA