HomeMy WebLinkAbout07030005.8SIZE
"W"
"U " **
" T"
6"
2' -6"
2' -0"
4"
8"
2' -6"
2' -1"
4"
10"
2' -6"
2' -3"
4"
12"
2' -9"
2' -5"
4"
15"
3' -0"
2' -8"
5"
18"
3' -6"
3' -0"
5"
21"
3' -11"
3' -4"
6"
24"
4' -3"
3' -8"
6"
27"
5' -6"
3' -11"
6"
30"
5' -9"
4' -4"
6"
36"
6' -3"
5' -2"
6"
42"
6' -11"
8"
48"
7' -4"
9"
54"
8' -0"
9"
60"
8' -6"
9"
66"
9' -1"
9"
72"
9' -8"
10"
78"
10' -3"
10"
TRENCH SCHEDULE
** TABLE IS FOR ASTM D -3034, WALL THICKNESS
CLASS SDR 35 FOR 6 " -15" AND ASTM F -679
WALL THICKNESS CLASS T -1 FOR 18 " -36 ".
FOR OTHER FLEXIBLE PIPES, MINIMUM TRENCH
WIDTH "U" SHALL MEET MANUFACTURER'S
REQUIREMENTS.
1' -0" MINIMUM MATCH EXISTING PAVEMENT
UNDISTURBED GROUND MATERIAL AND THICKNESS
TontNELED FINISH
>H GRADE
976 INSPECTION
AE W/ BOLTED LID
SNOUT
C. ENCASEMENT
=1
RT ELEV.
SEWER MATERIAL & SLOPE AFTER
BEND AS SHOWN ON PLAN
STORM CLEANOUT DETAIL
NO SCALE
EXISTING PAVEMENT, SAW I APPROVED EXCAVATED MATERIAL IN UNPAVED
CUT STRAIGHT EDGE i AREAS UNLESS OTHERWISE DIRECTED —TROWELED FINISH
1 -III- ` IIII NOTE: UNDER EXISTING SEWERS, WATER
IIIII III LINES, GAS LINES, TELEPHONE CABLE
AND ELECTRICAL CONDUITS, BACKFILL
WITH GRANULAR BEDDING MATERIAL TO
SPECIAL BACKFILL UNDER IIIII IIIII THE CENTERLINE OF THE EXISTING
PAVEMENT, DRIVES, WALKS —I II UTILITY LINES.
OR WHERE ORDERED TAMPED III I
IN 6" LAYERS SPECIAL IIII III
BACKFILL SHALL CONFORM
TO INDOT 211.02b IIIII IIIII
3H GRADE
976 INSPECTION
AE W/ BOLTED LID
SNOUT
C. ENCASEMENT
IIH
II
±:��rM,. µ:f »'•'.�
FOR FLEXIBLE PIPE WITH SOLID OR PROFILE D_
-II WALLS, GRANULAR BEDDING MATERIAL SHALL
_ BE PLACED AND HAND TAMPED IN 6 LAYERS
II TO A MINIMUM OF V -0" ABOVE PIPE.
FT FT _ _
III III 11= - "' — "' —' PVC PIPE
—' ' -11 ( III I ( =1 1—
I
—II
RRO
`i�Yw4:t,'.f:•..,, ".,,..�,. -..:
BED PIPE IN SPECIFIED GRANULAR BEDDING
" MATERIAL HAND TAMPED IN 6 LAYERS TO
4,'
I 111111
I I
-III 11-
II
��
PIPE CENTERLINE. BEDDING MATERIAL SHALL
i I' PVC BEND
1
II
�.;,;- •I�; }i., .:'•: °�4'n� °••
(j CONFORM TO INDOT 903.02, SIZE NO. 8
� 1
=111 _III I ICI
I I I� _ fl l
"T" MIN.
_,� — INVERT ELEV.
UNDISTURBED EARTH
*NOTE:
"W "* or "U" AT "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES.
TOP OF PIPE "U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES.
IN ACCORDANCE WITH ASTM D -2321.
TRENCH DETAIL
NO SCALE
WATER MAIN AND SEWER
TRENCH DETAIL AND SCHEDULE
NO SCALE
SEWER MATERIAL & SLOPE AFTER
BEND AS SHOWN ON PLAN
SANITARY CLEANOUT DETAIL
NO SCALE
HOLEY MOLEY SAYS,
"DON'T
DIG
BLIND"
1- 800 -582 -5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE OF WD14NA
Drawing Number:
C600
CSO SCHENKEL SHULTZ
280 East 96th Street, Suite 200, Indianapolis, IN 46240
T 317.848.7800 F 317.574.0957 www.csoinc.net
Project:
CARMEL
PARCEL 7C
ENERGY
CENTER
3RD AVENUE
SOUTHWEST &
CITY CENTER DRIVE
CARMEL, INDIANA
46032
Scope Drawings:
These drawings indicate the general scope r,f the project
in terms of architectural design concept• the dimensions of
the building, the major architectural elements ono the type
of structural, mechanical and electrical systerrs
The drawings do not necessarily indicate cr descnbe all
work required for full performance and compleoon of the
requirements of the Contract.
On the basis of the general scope indicated ur nescnbed,
the trade controctors shall furnish all items required for the
proper execution and completion of the work
11 Drawing Title: 11
SITE
DETAILS
SANITARY
Revisions:
Issue Date
Drawn By
6NAS r
0
01/]1/0]
01/31/07
KRS
Issue Date
Drawn By
6NAS r
Checked By
01/]1/0]
01/31/07
KRS
RRO
Certified By:
�, "FCC AF`•., //'''i.
n p
�!! �ffiltY °j. �`tttlli�r� v
Protect Number:
26239