HomeMy WebLinkAbout04110036.1136 3/4"
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Existing Ground 6" Type "0" No. 53
Aggregate
Rolled Concrete Curb Section
NOTES:
1. Expansion joints are required at storm inlets.
2. Contraction Joints should be installed at 10' spacings.
3. Spacing shall be 5' on curve radii.
4. Contraction joints shall be tooled or sawn in continuously
poured curbs to a depth of %Z" min.
5. Concrete and placement shall be as specified in the plan
specifications.
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Z
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POSS. INLET PIPE
z .
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8"
NOTE: 6" CONC. PRECAST OR
POURED IN PLACE
NO SCALE
TYPE M INLET
CLASS "A" CONCRETE
W, UNIT PIPE WEIGHT
L, LAYING LENGTH _
NOTES:
ALL REINFORCED CONCRETE PIPE MATERIALS, MANUFACTURE AND TESTING
PROCEDURES SHALL BE IN ACCORDANCE TO CURRENT A.S.T.M. C -76, C -655
STANDARDS OR AS SPECIFIED.
ALL PIPE TO BE USED ON SANITARY SEWER APPLICATIONS PROJECTS WILL
BE VACUUM OR HYDROSTATICALLY TESTED TO THE I.C.P.C. CRITERIA.
D (IN.)
T (IN.)
L (FT.)
B (IN.)
W (LB. /FT)
12
B 2
8
20 114
99
October 6th, 2003
C 2 718
Drawn By. TJW
Date of Last Field Work.
148
15
B 2 114
8
23 718
144
bencbmarkls. com
C 3
Owner /Developer:
176
18
B 2 112
8
28
168
C 3 518
246
21
C 3 314
8
31 518
304
24
C 3 314
8
J5 112
366
27__1
C 4
8
39
420
30
C 4 114
8
42 1/2
476
33
C .
g
._.✓
552
36
C 4 314
8
50 114
633
TYPICAL PIPE DETAIL — SINGLE
SPIGOT OFFSET FOR PROFILE
GASKET OR MASTIC JOINT
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Q
0
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JACK'S TOOL RENTAL SITE
410 West Carmel Drive
Carmel, Indiana
�\%Juninn►11,Z
No.
19900113
�"AO ;• STATE OF
•;:
October 6th, 2003
Approved By. DSB
Drawn By. TJW
Date of Last Field Work.
Miscellaneous Site Details
Design Alternate
Bencbmark Surveying, Inc.
9855 Crosspoint Blvd., Suite 110
Indianapolis, IN 46256
Pb. 317 - 841 -1506 Fax 317 -841 -1507
bencbmarkls. com
Notes:
Owner /Developer:
TOOL RENTAL INC
CA RM EL, IN
317-691- 7278
Rev#
Date
Remarks
Project 3 -248
[Jack's Tool Rental]
Sheet No. :
11A of 12