HomeMy WebLinkAboutC801 General DetailsDI`L1: \S C \S OF CONC RF
END SECTIONS F01R ROUND PR:
DATE:
7/02/04
PROJECT NO.:
1238.9004
DRAWN BY:
BET
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \9004 \DWGS \C801.DWG
SHEET NO.:
C80
R
DI`L1: \S C \S OF CONC RF
END SECTIONS F01R ROUND PR:
DIA
T
(MIN)
A
C
D'I`
E'k
K
R
R_ 1
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' 2"
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
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"
STR.#
B
La
W
THICKNESS
d50
AREA
680
3.0'
10'
13'
12"
4"
9 SYDS
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
TRENCH AREA
CLASS 1
CLASS II
CLASS 11
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNS'STURBED BOTTOM
HAUNCH
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
r R�rvRV I
JOINT FILLER
'NIW „0
\\H 11111 I I1 Ill /ii/
N T B
Qj� 1ST ECF
L. 0000075
STATE OF
'vfl. Ati a
E ttsweeT4, r,:L
DA. -E: 7/02/04
HIS DRA`rV :NG AND THE IDEAS, DESLCN� �:D
CONCEPTS CONTAINED HEREIN ARE THE E x- .JSIVE
INTEL ECTJAL PROPERTY OF THE SCHNL
CORPORATION AND ARE NOT TO BE IJI
REPRODUCED, `N WHOLE OH !N PART, W Tt ...)HE
THE WRI FEN CONSENT OF THE SCHN1 i )LH
CORPORATION.
C COPYRIGHTED 3Y THE SCHNEIDER :ORE .'2004)
NSVERSE JOINT
S chneider
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
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
TRANSVERSE JOINTS
r R�rvRV I
JOINT FILLER
'NIW „0
NSVERSE JOINT
5' -0" BETWEEN
NSVERSE JOINT
1/2" PREFORMED I
I(IINI T P11 EFO
TRANSVERSE JOINTS
PIPE
CULVERT c
NOTES
1. AVERAGE STONE SIZE FOR RIPRAP TO BE 6
2. MINIMUM THICKNESS OF RIPRAP TO BE 12
3. GEOTEXTILE TO BE YFELT TS700 OR
APPROVED EQUAL.
END
SECTION
SZOp
PIPE
CULVERT
GEOTEXTiLE
RIPRAP
UNDER END SECTION
TOE ANCHOR
PLAN VIEW
CROSS SECTION
OR TO EDGE OF
SAFETY LEDGE
RIPRAP GEOTEXTILE
(SEE NOTES)
RIPRAP DETAIL END SECTION X 20
Earth Cr S: 2wai'k Surface
i
�8 Washed Aggregate
4
Min.
4"
Min.
1' -2" MIn.
PIPE UNDERDRAIN
(Typical Installations)
Concrete Curb Cr Curb Cutter
Pavement
NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER.
5ccie: 1 1' -0"
CITY OF CARMEL STANDARDS
SUBSURFACE DRAIN
REVISED
FIGURE
GRADE
c.)
T.C.
CELL
D LL LIu
:-Ir1LLL
r1 L] E /1
DUDE
DD
24"
OPENING
a Q
4
a 4
D
D 4 b
a s a V D a
a D
4 .4 4 D a° a
*FOR DIMENSIONS SEE D -18 ON C804.
0 -9
cp
STORM STRUCTURE DETAIL
SAFETY LEDGE.
SEE LAKE CROSS
SECTION FOR DETAIL
1
BACKFILL
21
C80)
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772—A
"DUMP NO WASTE— DRAINS TO WATERWAY"
STANDARD REINFORCED CONC. BASE
OF TOPSOIL
6"
COMBINED CONCRETE CURB
AND GUTTER (TYPE 11)
GRADE
24"
COMPACTED SUBGRADE
T.C.
3/4
C
D D
4 a
24"
C
1 8"
r
24"
OPENING
D D
V D
4 4 4 V a
D D
*FOR DIMENSIONS SEE D -18 ON C804,
BEEHIVE ISLET DETAIL
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
APPROX 90'
I 11�
4" MIN
RISER RING
SEAL MUST BE
REQUIRED FOR
BEEHIVE INLET
NEENAH TYPE CASTING
No. R-4342
"DUMP NO WASTE DRAINS TO WATERWAY"
STANDARD REINFORCED CONC. BASE
STANDARD REINFORCED CONC. BASE
*FOR DIMENSIONS SEE D -18 ON C804.
CHAIRBACK CURB INLET DETAIL
COVER (Sr SEAL
STRAIGHT CURB Si GUTTER
NEENAH TYPE CASTING
NO. R -3010
"DUMP NO WASTE DRAINS TO WATERWAY"
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
ABLE TO PASS AIR PRESSURE TESTS
SEWER MAIN
WYE LATERAL CAPPING DETAIL
16„
PLAN VIEW
Grooved end on outlet end
tongue end on
7 inlet end
Groove (or tongue) to
be the same as on standard
reinforced concrete pipe
ASTM designation 076
CLASS 'A' CONCRETE
LONGITUDINAL SECTION
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.
SOIL
PLACEMENT
12" MIN.
No. 8 STONE
4" MIN.
No. 8 STONE
DIAMETER AS
SPECIFIED
ON PLANS
1/2 TRENCH
DEPTH MIN.
PAY LENGTH
OF CULVERT
SIDEWALK
5' TAPER
1/2" PREFORMED JOINT FILLER
CURB TRANSITION
PIPE 1
CULVERT I
1 1/2 r
INFI- SHIELD "UNIBAND"
OR APPROVED EQUAL SEAL '0
PER SPECIFICATIONS
BUTYL RUBBER COATING
AS PER SPECIFICATION
COMPUTED LENGTH OF CULVERT
FINISH GRADE
PRECAST BASE
END SECTION
LENGTH (D)
SLOPE DETAIL
HOOK
BOLTS
CLASS 'A'
CONCRETE
1/2" PREFORMED JOINT FILLER REQUIRED
FOR CONCRETE DRIVES ONLY VARIES
.0.T. 16 -01)
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS)
BEDDING
0.D. OF PIPE
4'
8
W
Lo
0
12 "0 to C
MAX.SPACING
E +2T
PRECAST CONCRETE END SECTION
N
SECTION A -A
CONCRETE PIPE TOE ANCHOR
1/2"r
2' 0" DIA.
l
4' -0" DIA.
N.
4' -0" MIN. MANHOLE BASE FOR PRECAST
7 RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
RIGHT OF WAY LINE
RESIDENTIAL DRIVEWAY 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 H.AUNCHING.
FOUNDATION
(16" MAX.)
NEENAH R- 1642 -A OR JORDAN 104522
W /SELF SEALING LID (OR EQUAL)
STAMPED "SANITARY SEWER"
MANHOLE STEPS
CURB TRANSITION
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.
2. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN
ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS.
3. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE
STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY.
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
/y BEDDING AREA
(REQUIRED IN UNSTABLE SOIL)
1
12 2" J
STORM SEWER
TRENCH PIPE EMBEDMENT DE -TAIL
SECTION A—A
SANITARY MANHOLE DETAIL
PRECAST CONC.
RINGS
TAPERED CONE
/SECTION
PRECAST CONCRETE
/SECTIONS A
FILL WITH
CONCRETE
,fj4 12" EA. WAY
CLARMEL.
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
6" MIN. NO. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
PLACE 1 /2" DIA EXTRUDABLE
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
ADJUSTING RING DETAIL
(FIGURE 5 -48)
NORMAL GRADE
1/4" PER FOOT
M }N. -1/8" 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
APPROX. 90'
PLAN
NOMINAL 1/2" BUTYL RUBBER
BASE EXTRUDABLE PREFORMED
GASKET MATERIAL (TYP)
SEE DPW SPECS.
GASKET DETAIL
SANITARY
SEWER
SOIL
PLACEMENT
PLAN VIEW
PRECAST CONCRETE
ADJUSTING RING OR
FLANGE OF CASTING
24" I.D
GAS MAIN
°z
1/2 TRENCH
DEPTH MIN.
I
34"0.D.
SECTION A -A
z
1 /4 /FT.
63'
4 ISOMETRIC PLAN
MIN
45' MAX.
11'
`WALK LOCATION
4 -12"
1/2"
TYPICAL UTILITY CROSSING
MAIN
SEWER
LONG RADIUS
SECTION A -A
X11
EMBEEMISIO
1\
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
P LAN VI5W
CONNECTION TO MAIN SEWER
i
)'I i _;ll
b WATER MAIN
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1
D. OF PIPE FOUNDATION
6" MIN. (REQUIRED IN UNSTABLE SOIL)
12" 12,,
(MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAIL
1 4'
6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
#11 HAC SURFACE
5" #5D HAC BASE
7" #53 COMPACTED STONE BASE
ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON
STREET CROSS SECTION
i
TRANSVERSE EXPANSION O
V
SIDEWALK
F/: X 77
NO. 8 CRUSHED STONE
SPRING LINE OF PIPE
IL-- mll,= ;l(I(1WIII MIN T,IIlII;;.lfll; 4
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
4'-0" MIN.
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR DRIVEWAY
THICKNESS, WHICHEVER IS GREATER.
ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED
TO 1/4 OF THE WALK THICKNESS.
14'
C PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
100'
PAVEMENT-
CURB JOINT DETAIL
R/W LINE
140
SLOPE
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.
CD
W. D
z
0 Q
A
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
4 t
PL-A\
SIDEWALK DETAIL
A
6'-0"
v
2<
0
BOTTOM OF CURB
48' 0" BETWEEN EXPANSION JOINTS (MAX.)
CONCRETE SIDEWALK
NOT TO SCALE
-W
1:10
SLOPE
\J
TOP
2' CONC. ROLL CURB
1 1
ARP
WALK LOCATION
Q
PIPE UNDERDRAIN (TYP)
SEE DETAIL
SECTION A-A
WHEELCHAIR RAMP DETAIL
4'
1 /4 /FT.
TR