HomeMy WebLinkAbout0941.93.15CONCRETE
COLLAR -
PVMT.
SEE PROFILE FOR
CASTING TYPE(S)
10"
INLET CASTING
0
b ,10_,
o
STREET INLET SETTING DETAIL
NO SCALE
FLOW LINE OF CURB TOP OF CASTING
TOP OF GRATE
TOP*OF CURB
0.10'
5' S'
VA r/A FIA WA
v .a.
SLOPE AT BOTH SIDES
do FRONT OF GRATE
CURB INLET SETTING DETAIL
rI • C
NO SCALE
12'
BLUE
WITS —
REFLECTIVE
M kT 4 HANDICAPPED
PARKING 1O
CHANNEL POST
(2//Fi.) 5-5' LONG
• POST TO BE
PRE - PAINTED GALVANIZED STEEL
80 Go. 110
Alum.
SURFACE
SLOPED
CONCRETE - ° °
0< b
OIL -oa
Q�
-0
- 00
ILO
o
O Q
CFZ7 o
11772 -A
* *• BACKFILL j <c
GRADED AREAS
16"
HANDICAP SIGN DETAIL
MI30 NO SCALE
.G
0
v
PLAN
VARIES
,-.--FACE OF CURB
DETECTABLE WARNING SURFACE
PER ANSI A117.1
EDGE OF PVT
VARIES
FACE OF CURB
_�6'
4" -! �y ASP-iALT
SECTION
HANDICAPPED RAMP DETAIL
NO SCALE
F -1 6' -0" BETWEEN TRANSVERSE JOINTS
EXPANSION JOINT 1/2" PREFORMED
JOINT FILLER
0
_.
TRANSVERSE JOINTS
48' -0"
MAX. EXPANSION JOINT SPACING
PLAN
BACK OF CURB 2'-0* 4' -0" PROPERTY LINE
Min. Min. 4'
Min. 4" TOPSOIL
• BACKFILL PREPARED SUBGRADE
SECTION
• 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, SIDEWALKS, AND DRIVES SHALL BE
COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STD. SPECS.
TYPICAL SIDEWALK DETAIL
FINISH GRA�
-
6" 6" 18"
Min.
1 "r T.C. ELEV.
_ "r
3" TOP SOIL
v 3/4"
=1"t --
*• BACKFILL -h
I�I II 6" M
5 174F Q 0
—I I I—I 1551 I —1 I I—d I EEI 1 511 11 I—I 11
I -1 11 =1 I 1 =1 11 =1 I! I I I —I 1I-
24"
COMPACTED SUBGRADE
■+ WHERE SIDEWALK IS CONSTRUCTED
ADJACENT TO THE CURB,THE SPACE
BEHIND THE NEW CURB SHALL BE
FILLED WITH GRANULAR MATERIAL
TO THE REQUIRED ELEVATION AND
M, ��, , COMPACTED IN LAYERS NOT TO
''�i EXCEED 4 ".
No. CHAIRBACK CURB &GUTTER
910337 = PV1 NO SCALE
STATE OF D.O.T. (TYPE 11)
CERTIFIED BY:
Rl3 93
DATE
NO SCALE
4' CONIC, SLAB W /6X6 1OX10 WARE MESH
W.W.M. OVER MIN. 4' COMPACTED GRANULAR FILL.
cei er iniuT
CONTRACTOR SHALL PLACE A 5'
POST EXPOSED 2' MiNIMM 0
GRADE DIRECTLY ABOVE _ATERAL
END. POST TO BE PAINTED RED
TO ASSIST IN LOCATING LOCATION.
�
/ 2.0' 10 NC -E: DEPTH OF PIPE AT PROPERTY LINE TO
BE APPROXIMATELY 9' BELOW ESTABLISHED
GRADE EXCEPT WHERE A MIN. GRADE CF 3.0'
1.00% FROM MAIN SEWER FIXES A LESSER
DEPTH
6" PVC PLUG
SEALED IN PLACE
DRAINED SUBGRADE 5" 6 " -� -� ; ,
#4 REBAR TOP & BOTTOM
NOTE: EXPANSION JOINTS SHALL BE PLACED
EVERY 25' WITH CONTROL JOINTS EVERY 5' IN
BETWEEN. THE EXPANSION JOINTS SHALL BE
FILLED WITH SEALANT.
NO SCALE
•` 4.5'
NEENAH
6' Min.
.n
T.C. ELEV.
B
3" TOPSOIL
11772 -A
* *• BACKFILL j <c
GRADED AREAS
24"
24"
\
I
III .III = III - III - III -III -111
COMPACTED SUBGR ADE
.MAY BE POURED
24"
MONOLITHIC IMTH
7490 -M1
CONCRETE STREET.
3- 24"
LOW POINTS
* **WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT
TO THE CURB, THE SPACE BEHIND THE CURB SHALL
BE FILLED WITH SUITABLE MATERIAL TO THE
R- 3501 - TL- TR
REQUIRED ELEVATION AND COMPACTED IN LAYERS
IFLOW LEFT OR RIGHT
NOT TO EXCEED 4 ".
27"
D.O.T. ROLL CURB
R- 3501 -P ».
ROLL CURB
LOW POINTS
"`' % NO SCALE D.O.T. (TYPE 1)
- REVISIONS
NOTE:
MAGNETIC LOCATOR TAPE
TO BE PLACED AT END OF
EACH LATERAL.
NOTE:
BEDDING REQUIREMENTS FOR
LATERALS SHALL BE THE SAME
AS FOR MAIN SEWER LINE.
MINIMUM GRADE = 1.007.
PROPERTY LINE
6" PJC PIPE PER SANITARY
SEWER SPECIFICATIONS (SDR 35)
ISOMETRIC
LONG RADIUS CURVE
PLAN
LATERAL CONNECTION DETAIL
NO SCALE
VER
0.1'
FINISHED GRADE
PLAN
NOTE:
MANHOLE CONFORMS
TO ASTI C -478 NEENAH R- 1772 -A OR APPROVED EQUAL
JOINT CONFORMS TO
ASTM C -443
FINISH GRADE TO DRAIN
AWAY FROM CASTING
1 1/2" MIN.
1/2" MORTAR GROUT tt PRECAST CONCRETE ADJUSTER
( SIDES t TOPS) RINGS 8" Max. KENT SEAL SIDES & TOP
POLYPROPYLENE OR ECCENTRIC CONE SECTION
PLASTIC COATED CAST 16" MAX
IRON STEPS ( NEENAH COMPRESSION JOINT
R -1980 C) ( A.S,T.M. C -433 )
FLOW CHANNELS THROUGH
MANHOLES SHALL BE U- SHAPED
W/BENCHWALLS EXTENDING TO PRECAST CONCRETE SECTIONS (A.S.T.M.)
MAX
CROWN OF PIPES. 24" WITH MASTIC WATERPROOFING
GROUT BENCH
MIN. 1/2" PER MANUFACTURED GASKET OR
FOOT SLOPE B007 AROUND PIPES
LATERALS ENTERING MANHOLE /
SHALL BE PLACED AT J CONC. BASE ( MONOLITHIC )
BENCH LEVEL 3" MIN.
#4 0 9 12" O.C. -B.W.
5" 4' -0" DIA.
6" OF #8 STONE BEDDING
SANITARY SEWER MANHOLE
C- • �fl
2' - 3"
1' -3 112' NEW MSD STD STEEL GRATES
(65 LB. MIN. H -20 LOADING)
GRATED TROUGH M OPENING
SLOPE 2.00 1/2- THICK PREMOLDED EXPANSION
Ln JOINT FILLER WITH JOINT SEALER
-- -�
cn
w
14 0 8" EACH WAY
0
I
2 1/2" CLR. (TYP.)
8" I 11" 1 8"
CONTINUOUS 2 "x3 "x 3/8" STEEL ANGLE
W/ 3/8" DIA. STEEL ANCHORS 0 24"
C -C WELDED TO STEEL ANGLE
PERMISSABLE CONSTRUCTION
JOINT (2"x2" KEY) WHEN NOT
POURED MONOLITHIC
PREPARED SUBGRADE
TRENCH DRAIN DETAIL
NO SCALE
BACKFILL WITH 1"
MINUS COMPACTED
CRUSHED LIMESTONE
(TYPICAL)
NO SCALE
NOTE: STRUCTURES TO BE CIRCULAR
UNLESS OTHERWISE SPECIFIED.
EJIW
NEENAH
- TYPE
USE
A
B
1022 -1 HD
11772 -A
MANHOLE
GRADED AREAS
24"
24"
1022 -3 HD
R- 1772 -C
MANHOLE
TRAFFIC AREAS
24"
24"
7490 -M1
R- 3501 -N
ROLL CURB
LOW POINTS
24"
24"
7495 -LH -RH
R- 3501 - TL- TR
I ROLL CURB
IFLOW LEFT OR RIGHT
25"
27"
7525
R- 3501 -P ».
ROLL CURB
LOW POINTS
24"
24"
6489
R -4342
DITCH GRATE
SWALES
9
12
.+ ROLL CURB INLET TO FIT ROUND OPENING
r - - - - - - �
�--�
DIMENSIONS IN INCHES
I
APPROX.
SLOPE
BODY
A' t 1
MAX. 8" OF CONC. RISERS
'H' t 1"
L t 1 1/2"
B
A
1/2" MORTAR GROUT
16
#2
'C" DIMENSION REFERS
65 "x40' Thru 85 "x54"
21
(SIDES & TOP OF
2 1/2
1 c
TO MAXIMUM PIPE SIZE
16
7
ADJUSTING RINGS)
6
26
30
W/ 45' OR LESS ANGLE,
1 pc.
PRECAST
16
8
10
6
90' MAY BE MORE
36
REINFORCED
CONCRETE
1 pc.
21
16
9
12
6
36
42
2 1/2
1 pc.
24
16
10
13
6
41
48
2 1/2
1 pc.
C
D
12
16
8
51
60
2 1/2
1 pc.
21"
4' -0"
14
19
9
D
72
2 1/2
2 PC.
42
STEPS REQUIRED
16
22
11
24"
4' -0"
2 1/2
N
:•
12
18
27
12
78
WHERE DEPTH EXCEEDS
2 1/4
2 pc.
54
27"
4' -0"
30
w
84
102
2
2 pc.
60
12
6'. USE NEENAH
R- 1981 -1 OR EQUAL
33
12
87
30"
a' -6"
3 Pc.
j
12
18
36
12
87
120
p
3 pc.
72
12
36"
5 " -0"
12
87
126
1 1/3
3 pc.
78
12
18
42
12
87
132
42"
5' -6"
84
0.
1 18
C
1 12
1 87
138
1 1/16
3 pc.
48"
6' -D"
W
0
54"
W -6"
BENCH
CONCRETE THICKNESS PRECAST BOTTOM SECTION
6 "- UP TO 8' DEPTH
8 "- UP TO 12' DEPTH
12 "- OVER 12' DEPTH
STORM MANHOLE
ST4
NO SCALE W/ CONE TYPE REDUCER
DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE
PIPE DIA. AV
INCHES
GAGE
DIMENSIONS IN INCHES
IN INCHES
APPROX.
SLOPE
BODY
A' t 1
'B'(MAX.)
'H' t 1"
L t 1 1/2"
W t 2"
12
16
#2
#3
65 "x40' Thru 85 "x54"
21
24
2 1/2
1 c
15
16
7
8
6
26
30
2 1/2
1 pc.
18
16
8
10
6
31
36
2 1/2
1 pc.
21
16
9
12
6
36
42
2 1/2
1 pc.
24
16
10
13
6
41
48
2 1/2
1 pc.
30
14
12
16
8
51
60
2 1/2
1 pc.
36
14
14
19
9
60
72
2 1/2
2 PC.
42
12
16
22
11
69
84
2 1/2
2 pc.
48
12
18
27
12
78
90
2 1/4
2 pc.
54
12
18
30
12
84
102
2
2 pc.
60
12
18
33
12
87
114
1 3/4
3 Pc.
66
12
18
36
12
87
120
1 1/2
3 pc.
72
12
1B
39
12
87
126
1 1/3
3 pc.
78
12
18
42
12
87
132
1 1/4
3 Pc.
84
1 12
1 18
1 45
1 12
1 87
138
1 1/16
3 pc.
STD. PIPE SIZE & CONN. USAGE
GALVANIZED STEEL PIPE
Type Conn.
Round
#1
12" Thru 24'
#2
30' Thru 36"
#3
42" Thru 84"
DRAWING TITLE:
STANDARD DETAILS
Pipe — Arch
18 "01" Thru 58 "x36"
#2
#3
65 "x40' Thru 85 "x54"
STANDARD CONNECTIONS Type # 1 Shall Be Connector Lug With threaded Rod.
Type # 2 Shall Be Threaded Rod With Rod Holder.
Type # 3 Shall Be Riveted Or Bolted Connection
NOTE :Standard D mensions For Galvanized Steel End Sections For Pipe —Arch and General Construction
Notes May Be Found On Misc. Standards Sheet E Dated July,1972 for The Indiana
State Highway Standard Specifcotions. & Indinapolis D.O.T. Std. plan 32 -02 Dated March, 1972
Diam.
Or
Finish Grade Lock Seam Or Rivetd Spon
Backfi Stbtelld Sct With
11 To d Steel End Used
Outlet Elevation Bolts Or Rivets
With Rip -Rap
0 0 0 0 — L
B
1'.4"+ H .1 ".I •• Bolt Or Weld To Slope J
Toe Plate Q 1 /Galvanize \
10 Go. Metal (ISHA Soec.) Steel
8 "
A W I A
Typical Elevation Skirt Lip
2 1 /4'
5"
1 1 /4 I
7121/2"
„ 1 --
I 19
CUTWASHER 0= 9/16 "t3 /16"
13/16" �-
I
3/4" Did. BAR
q_
1" SPHERICAL RADIUS
HOOK BOLT AND NUT
Typical Cross Section Typical Plan
Pipe Or Pipe -Arch With #3
Conn. To Lock Seam Or
Riveted Stub
NOTES:
END SECTIONS AND TOE PLATE ANCHORS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS AS
SET OUT IN THE STANDARD SPECIFICATIONS.
IF ALUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM ALLOY END SECTIONS SHALL ALSO BE
USED AND ALL COMPONENTS PARTS SHALL BE ALUMINUM ALLOY AS SET IN THE STANDARD SPECIFICATIONS.
MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL BE TIGHTLY JOINTED WITH 3/8" Dia.
GALVANIZED RIVETS OR BOLTS.
THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OF 10 GAGE GALVANIZED STEEL AND BE REQUIRED
ON ALL STEEL PIPE END SECTIONS. IT SHALL BE MATCHED - PUNCHED TO FIT HOLES IN SKIRT LIP, AND
SUPPLIED LOOSE, COMPLETE WITH 3/8" Dia. GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN
THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION ".
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED A "PIPE END SECTION" COMPARABLE
TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE AS APPROVED BY THE ENGINEER.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR "PIPE END SECTION" COMPLETE
IN PLACE AND ACCEPTED.
PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE.
SPECIFICATION FOR HOOK BOLT AND NUT
HOOK BOLT MATERIAL SHALL MEET THE CURRENT A.S.T.M. A -307. THREADS SHALL BE AMERICAN STANDARD
COARSE THREAD SERIES, CLASS II FREE FIT. BOLTS SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M.
SPECICATION A -157. THE THREADED PORTION SHALL NOT PREVENT TURNING THE NUT BY HAND. NUT AND
WASHERS SHALL BE CARBON STEEL HOT DIP GALVANIZED ,TO MEET A.S.T.M. SPECIFICATION A -153.
NUT THREADS SHALL BE AMERICAN STANDARD COARSE THREAD SERIES ( 1/64" Max. OVERSIZE ), CLEANED
AFTER GALVANIZING TO PROVIDE A FREE RUNNING FIT ON THE CLASS II BOLT. NUTS SHALL BE 1 1/4" ACROSS
FLATS. 13/16" THICK, CURVE CROWNED TO APPROXIMATELY 1" RADIUS.
DON'T "HaEY MaEY
SEZ: CAUTION
STANDARD STEEL END SECTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
DIG SHOWN ON THIS PLAN ARE BASED UPON ABOVE
BLIND GROUND EVIDENCE (including, but not limited to,
NO SCALE
manholes, Inlets, valves, and marks mode upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1- 800 - 352 -='L GROUND EVIDENCE WAS OBSERVED. THE EXACT
CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
1- 500 - 425 -5200 PRIOR
UTILITIES
TO ANYL lWDEALL VERIFIED
CONSTRUC11Op1�oNTRACTOR
FOR CALLS OUTSIDE OF INDIANA
KROGER STORE #J -959 - CARMEL, INDIANA
DWYG, TYPE FILE NUMBER SHEET:
JOB NUMBER C801
35fi- 00 0
CIVIL LAND SURIVEYINGG
PAUL I. CRIPE,INC.
CONCEPT CHK:
DRAWN BY:
K.M.T.
SCALE: ONE
DA 8/25/93
CLIENT: KROGER
7172 GRAHAM ROAD ARCHITECTURE
INDIANAPOLIS, INDIANA 46250 0 LAND PLANNING
317 842-6777
ENO. CHK:
DRFTNG. CHK:
DRAWING TITLE:
STANDARD DETAILS
manholes, Inlets, valves, and marks mode upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1- 800 - 352 -='L GROUND EVIDENCE WAS OBSERVED. THE EXACT
CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
1- 500 - 425 -5200 PRIOR
UTILITIES
TO ANYL lWDEALL VERIFIED
CONSTRUC11Op1�oNTRACTOR
FOR CALLS OUTSIDE OF INDIANA
KROGER STORE #J -959 - CARMEL, INDIANA
DWYG, TYPE FILE NUMBER SHEET:
JOB NUMBER C801
35fi- 00 0