HomeMy WebLinkAbout04100007-10, 13, & 15 KFC & Lohn John Silvers - Utility Details - C4.1NOT USED
NOT USED
NOT USED
N.T.S.
N.T.S.
N.T.S.
N.T.S.
17 NOT USED
18 NOT USED
19 NOT USED
20 NOT USED
N.T.S.
N.T.S.
N.T.S.
13 CATCH BASIN
EXCAVATE WIDTH
OF TRENCH AS
NEEDED
PROPOSED STORM
AND SANITARY
SEWER
15 TRENCH DETAILS
16 SANITARY RISER
TOP OF CASTING
SHOWN ON PLAN
NOTES: COMPACTION REQUIREMENTS REFER TO
THE STANDARD SPECIFICATIONS FOR WATER do
SERVICE MAIN CONSTRUCTION IN INDIANA.
TRENCH UNDER PAVEMENT
SECTION A —A
"S" THE LENGTH NECESSARY TO PROVIDE 10 FEET
OF SEPARATION AS MEASURED PERPENDICULAR TO
PROPOSED WATER LINE.
GUIDELINEa
1. IF SELECT GRANULAR BACKFILL
EXISTS: REMOVE WITHIN WIDTH
OF PROPOSED SEWER TRENCH AND
REPLACE WITH SELECT EXCAVATED
MATERIAL (CLASS IV) AND COMPACT.
2. OMIT SELECT GRANULAR EMBEDMENT
AND GRANULAR BACKFILL TO ONE (1)
FOOT OVER TOP OF SEWER AND USE
SELECT EXCAVATED MATERIAL (CLASS IV)
AND COMPACT THE LENGTH OF "L" FEET.
3. a. CONSTRUCT "L" FEET OF PROPOSED
SEWER OF WATER LINE MATERIAL AND
PRESSURE TEST, OR;
b. USE "L" FEET OF WATER LINE MATERIAL
FOR CASING OF PROPOSED SEWER AND SEAL
ENDS OF CASING.
N.T.S. 14 WATER SEWER TRENCH SEPARATOR
SEE PAVEMENT TYPICAL
SECTION FOR REQUIRED
PAVEMENT THICKNESS
PLACE GRANULAR BACKFILL
IN 6" MAX. LIFTS
COMPACTED TO 98% MAX.
DRY DENSITY PER ASTM
D698 OR 80% RELATIVE
DENSITY PER ASTM D4353.
NO. 67. 78 OR NO. 8
GRAVEL PLACED A MINIMUM
OF r BELOW AND 6" ABOVE
THE PIPE
EAST JORDAN IRON WORKS
5110 HEAVY DUTY FRAME
AND TYPE M2 GRATE OR
APPROVED EQUAL.
NOTE:
1. CONTRACTOR SHALL VERIFY COMPACTION
REQUIREMENTS WITH SOILS REPORT PRIOR TO
CONSTRUCTION.
INVERT ELEVATION
SHOWN ON PLAN
BOTTOM SLAB MAY BE
PRE —CAST 'TELY
AND THE OUTLL 1 PIPE
PLACED ON TOP OF IT
WITH THE BOTTOM SHAPED
TO DRAIN.
CLASS
6" CONCRETE PRECAST
OR 8" POURED IN PLACE
UNDER PAVEMENT:
PLACE SUITABLE SOIL OR
GRANULAR BACKFILL IN 6"
MAX. LIFTS COMPACTED TO
RECOMMENDATIONS SET
FORTH IN THE SOILS REPORT
EXCAVATE WIDTH OF
TRENCH AS NEEDED
PLACE SUITABLE SOIL OR GRANULAR
BACKFILL IN 6" MAX. LIFTS COMPACTED TO
92% MAX. DRY DENSITY PER ASTM 0698 OR
75% RELATIVE DENSITY PER ASTM D4353.
r
SECTION B —B
TRENCH NOT UNDER PAVEMENT
EXISTING 8" VCP SANITARY SEWFR
18" MIN.
PROPOSED 6"
PVC SANITARY
SERVICE
NO. 5, NO. 3 GRAVEL
PLACED A MINIIAUM OF
4" BELOW ANT, 12"
ABOVE PIPE
N.T.S.
N.T.S.
SEEDING, MULCHING AND
TOPSOIL PLACED AS CONTRACT
SPECIFICATIONS
UNDISTURBED EARTH
NO. 67, 78 OR NO. 8
GRAVEL PLACED A
MINIMUM OF 3" BELOW
THE PIPE
N.T.S.
N.T.S.
INVERT
INLET
CONC. PAD
6" GRAVEL BASE
CLEAN —OUT PIPE
CAP AND SEAL CONDUIT
CLEANOUT
TYPICAL WATER TAP SERVICE N.T.S.
24" HEAVY DUTY CAST
IRON FRAME COVER
WITH "GASTIGHT"
GASKET STANDARD.
4" INLET OUTLET PIPE
AND FITTINGS STANDARD
STING
WATER MAIN
1' -6"
SQUARE
SERVICE BOX SHALL BE
ADJUSTED AND SET VERTICAL
WITH THE TOP SET FLUSH WITH
THE ESTABLISHED GROUND
SURFACE.
BRASS CORPORATION STOP COUPLING
TAP SERVICE PIPING
COPPER TUBE TYPE "K"
CONFORMING TO ASTM B -88
AND ASTM B 25 -1
TOP VIEW
SECTION
G.T. SIZE I DIM. "A"
500 GALLON 6' -2"
750 GALLON 8' -1"
1000 GALLON 8' -2"
1200 GALLON 8' -6"
GC SHALL INSTALL GREASE INTERCEPTOR, (0.1.)
AS APPROVED BY LOCAL WASTEWATER JURISDICTION
INSTALLATION SHALL INCLUDE VENT, SAMPLING PORT/
MANHOLE, REINF. CONCRETE TRAFFIC UD, ETC. AS
REQUIRED PER WASTEWATER DEPARTMENT STANDARDS.
G.I. SHALL BE DESIGNED FOR H2O VEHICLE LOADS.
THREADED CLEAN —OUT CAP
1/2"
DIM. "B"
4' -2"
4 -0"
5' -1"
5' -9"
N.T.S.
3' -0"
MIN. TYP.
VARIABLE
w
z_
0
CC
0
-J
w
0
CURB STOP
COUPLING
WHERE LOCATED IN
PAVEMENT AREAS PROVIDE
8" CONC. SLAB OVER WITH
#5 012" OC E.W.
CONTRACT DAI
13UI1 DING TYPO:
PLAN VE 13SION:
SI EF NUMBER
STOUF NUMBER:
0
in
t 5 C; +t �+�a
Ur-
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KFC LJS
1331 S. RANGFI._INF ROAD
CAI7MEt IN 46032
K L60-y04
UTI LITY
DETAILS
XX.XX.XX
KI 60-y04
Jan04 -E
12-)000(
2004037.05
PLOT DATE 08:2.7.04