HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. R1
1
T
(MIN)
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
C 'k
D
MIMIIMIIM
[Wesi
)006—
i, INDIANA
K
RI
R2
APPROX.
WEIGHT
12"
2"
5"
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
DIA
T
(MIN)
A
C 'k
D
E'T`
K
RI
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' 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"
2.6
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"
TRENCH AREA
CLASS I
CLASS II
CLASS III
CLASS IV
BEDDING
FLAT SHOVEL
85%
90%
UNDISTURBED BOTTOM
HAUNCH
48
85%
90%
NO
INITIAL BACKFILL
NO COMPACTION
85%
90%
NO
DIMENSIONS (INCHES)
A
(MAX)
B
(I.D.)
C
(MIN)
12
36
1 8
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 (NICHES)
1911111111
11E= WOW=
NIW „O -,t
C
MIN)
6' -0" BETWEEN
15
36
SHEET NO.:
C (6
15
48
TRANSVERSE JOINTS
IIRMILM
31
IIIPRMIMIIII
34
lig=E:iiiiREME
33
OI
MIN
36
0
1101..
t rrw
JOINT FILLER
NIW „O -,t
NSVERSE JOINT
6' -0" BETWEEN
SVERSE JOINT
d l I IIl 1 i d id „Z/
SHEET NO.:
C (6
0
TRANSVERSE JOINTS
DATE:
6/30/03
PROJECT NO.:
1238.9006
DRAWN BY:
CWD
CHECKED BY:
SHEET TITLE:
GENERAL
DETAILS
DRAWING FILES:
N: \1238 \9006 \DWGS \C801.DWG
SHEET NO.:
C (6
0
OOOO
O 00000
O 00000
O 00000
000000
0000
00
GRADE
STANDARD REINFORCED CONC. BASE
DIMENSIONS NCHES)
A B C
(MAX) (I.D.) (MIN)
12
15
18
21
24
27
30
33
36
42
36
36
48
48
48
60
60
60
60
60
18
21
25
28
31
34
38
41
44
50
S
STORM MANHOLE DETAIL
STORM MANHOLE
NEENAH TYPE CASTING
No. 1772 -A
GRADE
X
T. C.
No. 1772 -A
NEENAH CASTING
STORM MANHOLE DETAIL
i
L
42 "x76 BASE
GRADE
T.C.
1-1
A
4' -0" SQUARE BASE
of 0
RCP
24 "x. 56"
(PRECAST
CONC.)
42 "x76' BASE
GRADE
GRADE
RCP
T.C.
DOUBLE CHAIRBACK CURB INLET
C
I[ =1r
.A li
24"
OPENING
STANDARD REINFORCED CONC. BASE
J
CHAIRBACK CURB Sc GUTTER
NEENAH TYPE CASTING
NO. R -3010
VAR. PIPE SIZE
(18" MAX.)
co
BEEHIVE INLET DETAIL
APPROX 90"
5
BEEHIVE INLET
NEENAH TYPE CASTING
No. R -4342
4" MIN
RISER RING
BELL HOLES SHALL BE PROVIDED
AND THE TRENCH PREPARED SO
THAT THE BOTTOM IS PROPERLY
SUPPORTED THROUGHOUT ITS
LENGTH.
STRAIGHT CURB GUTTER
NEENAH TYPE CASTING
NO. R -3010
ASPHALT
C)
STANDARD REINFORCED CONC. BASE
SPECIAL STRAIGHT CURB INLET (18
I—
t
I
COVER SEAL
USE 6" SEWER PIPE UNLESS
OTHERWISE SPECIFIED
LONG RADIUS CURVE
*SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS
REQUIRED FOR SEWER MAIN
DIAMETER AS
SPECIFIED
ON PLANS
WYE &LATERAL CAPPING DETAIL r
csc
Grooved end on outlet end
tongue end on
inlet end
Groove (or tongue) to
be the some as on standard
reinforced concrete pipe
ASTM designation C76 I A
CLASS 'A' CONCRETE 14
LONGITUDINAL SECTION
PAY LENGTH
OF CULVERT
GRADE
(NEW OR EXISTING)
PIPE I
CULVERT I
COMPUTED LENGTH OF CULVERT
1 1/2"r
STANDARD HYDRO
SEEDING W /STRAW
MULCH TACKIFIELD
SOIL w
PLACEMENT
12" MIN.
No. 8 STONE
4" MIN.
No. 8 STONE
1/2 TRENCH
DEPTH MIN.
END SECTION
LENGTH (D)
SLOPE DETAIL
HOOK
BOLTS
Z
v
z
12
INFl- SHIELD "UNIBAND
OR APPROVED EQUAL SEAL c
PER SPECIFICATIONS I
4'
BUTYL RUBBER COATING
AS PER SPECIFICATION
SECTION Y -Y
CLASS 'A'—
CONCRETE E +2T
'-1II V
FINISH GRADE
PRECAST BASE
1
L 12 "C to C
ivfAX.SPACING1
SECTION A -A
PRECAST CONCRETE END SECTION
VARIES
BEDDING
Ell
O.D. OF PIPE
1 1/2"r
CONCRETE PIPE TOE ANCHOR
(GRANULAR MATERIAL TO
BE USED UNDER ALL
1 PAVED AREAS) 1
4'
\-12"
2' -0" DR.
CO
(16" MAX.)
TYPICAL SWALE SECTION
BACKFILL MATERIAL (SEE NOTE
MANHOLE STEPS
4' -0" DIA.
4' -0" MIN. M Ir BASE FOR PRECAST
RIP RAP TO BE PLACED
ON SIDE SLOPE WHEN
CALLED FOR ON PLANS
11==_I11
I I 1—��11~
REQUIRED COMPACTION TABLE
STANDARD PROCTOR DENSITY (ASTM D 2321)
NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING,
IT MUST ALSO BE USED FOR HAUNCHING.
NEENAH R -1642 W /SELF
SEALING UD (OR EQUAL)
STAMPED "SANITARY SEWER"
SPRING LINE OF PIPE
HAUNCHING AREA
BEDDING AREA
FOUNDATION
(REQUIRED IN UNSTABLE SOIL)
STORM SEWER
TRENCH PIPE EMBEDMENT DETAIL
PRECAST CONC.
RINGS
TAPERED CONE
SECTION
•p •p.•D, p C pa pD p a• p a•p
p O• p °D a•p D.p °a p a• o D
a• p a• p O a p a• p a p D p D p a p D p
p a. p °a. D.p °D•p °D.p a.p D.p a•o D
GRADE
(NEW OR EXISTING)
5 -150 EROSION CONTROL
BLANKET AS MANUFACTURED BY
NORTH AMERICAN GREEN
NOTE
BACKFILL MATERIAL
CLASS I, II, III, IV
OF THE U.S.C.S. SOIL
CLASSIFICATION
SYSTEM.
INITIAL BACKFILL AREA
PRECAST CONCRETE
SECTIONS
FILL WITH
CONCRETE
#4 0 12" EA. WAY
NOTE
MANHOLE CONFORMS TO ASTM C -478
JOINT CONFORMS TO ASTM C -443
PLAN
6" MIN. N0. 8 CRUSHED STONE
REQUIRED UNDER MANHOLE BASE
FOR LEVELING AND SUPPORT
SECTION A —A
SANITARY MANHOLE DETAIL
CARMEL
PLACE 1/2" DIA EXTRUDAB
PREFORMED GASKET MATERIAL IN
EACH KEYWAY (SEE DETAIL).
NOMINAL 1/ BUTYL RUBBER
BASE
EXTRU ABLE PREORMED
SEE KDPW ;BUTYL
L (I
TYP)
VIEW
PREC�A'fS1TN CONCRETE
FLANGE OF CASTING
GASKET DETAIL SECTION A —A
ADJUSTING RING DETAIL
(FIGURE 5 4B)
SANITARY
SEWER
SOIL
PLACEMENT
z
TYPICAL UTILITY CROSSING
1/2 TRENCH
DEPTH MIN.
w
o
U
z
L -I
12" MIN.
icW lei =11E z� =111
III' 11I_IIh111- 111 =j, =1
4'
(GRANULAR MATERIAL TO
BE USED UNDER ALL
PAVED AREAS) 1
FOUNDATION
6" MIN. (REQUIRED IN UNSTABLE SOIL)
12" 12"
(MIN.) (MIN.)
TRENCH PIPE EMBEDMENT DETAIL
NORMAL GRADE
1/4" PER FOOT
MIN.-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
11' (MIN.)
5.5' (MIN
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
BEDDING
O.D. OF PIPE
4'
1" #11 HAG SURFACE
3" #9 HAC BINDER
9" #53 COMPACTED STONE BASE
F; li l 1 it II II TOP SOIL MIN II��IIIIiI�III��
���i`ii�i� iii\ �i�``'` �y �pp �iw. y�i ,`i��i�`�ii `��i���������i�\\,'\
30"
MIN
45' MAX.
NO. 8 CRUSHED STONE
SPRING LINE OF PIPE
LONG RADIUS
14'
CHAIR BACK CURB
SLOPE 1 /4 PER FOOT MIN
ISOMETRIC PLAN
PLAN VIEW
CONNECTION TO MAIN SEWER
STREET CROSS SECTION A—A
TREATY LINE STREET
%A i
/Ar A
Elm
dorr
TRANSVERSE EXPANSION JOINTS
PREPARED SUBGRADE
TYPICAL SIDEWALK SECT1ON
NOT TO SCALE
MAIN
WER
SECTION A —A
DIAMETER AS SPECIFIED
ON PLAN OR SCHEDULE
50' RIGHT OF WAY (MINIMUM)
28' FACE TO FACE
4' -0" MIN.
R/W LINE
4'
PROFILE GRADE 6" CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
100'
PAVEMENT
CURB JOINT DETAIL
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COK:PACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
OATH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL
PAVEMENT
CONCRETE SIDEWALK
NOT TO SCALE
PLAN VIEW
MAX. 1:12
6' -0"
5.5'
(MIN.)
BIKE PATH OR WALK
(WIDTH LOCATION
VARIES PER PLAN)
PIPE UNDERDRAIN (TYP)
SEE DETAIL
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
48 -0 BETWEEN EXPANSION JOINTS (MAX.)
11' (MIN.)
2' CONC. ROLL CURB
SECTION A —A
WHEELCHAIR RAMP DETAIL
3" CHAT STONE
5" #53 STONE
CHAT PATH SECTION
DATE:
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. (2001)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. schneidercorp. corn
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