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10. ADJUSTMENTS OF CASTINGS WHERE THE TOTAL HEIGHT OF ADJUSTING RINGS WOULD EXCEED 12
INCHES SHALL BE MADE BY REPLACING THE CONE AND /OR BARREL SECTION OF THE STRUCTURE.
11. PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION UNLESS
OTHERWISE SHOWN.
12. MANHOLE CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED
COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING
PER THE DETAILS.
REFER TO MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHIN 5
FEET OF STRUCTURES.
PRESSURE UTILITY MAINS AND SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN
THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING
UTILITIES. IN SUCH CASES, THE CONTRACTOR SHALL INSTALL VERTICAL BENDS AS REQUIRED TO
ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES.
A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE
MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES
AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. IN THE EVENT THAT MINIMUM SEPARATION
REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL UTILIZE PRESSURE -TYPE WATER PIPE FOR
THE SEWER PER DETAIL SA -9.
WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 54 INCHES OF COVER AS MEASURED FROM
THE TOP OF THE PIPE TO THE FINAL FINISH GRADE ABOVE THE PIPE.
THRUST BLOCKS OR JOINT RESTRAINTS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS,
TEES AND HYDRANTS PER THE DETAILS.
PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE
NEAREST FOOT.
PIPE LENGTHS SHOWN FOR STORM SEWERS ARE MEASURED TO THE DOWNSTREAM END OF END
SECTIONS.
WHERE GRADE MODIFICATIONS (CUT OR FILL) ARE SHOWN ADJACENT TO EXISTING VALVE BOX COVERS
AND MANHOLE CASTINGS, THE VALVE BOX COVERS AND MANHOLE CASTINGS SHALL BE ADJUSTED FLUSH
WITH THE PROPOSED GRADE.
ADJUSTMENTS OF EXISTING MANHOLE CASTINGS TO GRADE TO A MAXIMUM OF 12 INCHES SHALL BE
MADE USING PRECAST CONCRETE ADJUSTING RINGS PROVIDED THE TOTAL HEIGHT OF EXISTING AND
NEW ADJUSTING RINGS DOES NOT EXCEED 12 INCHES.
UNE TYPE SYMBOL
6"Lat
ST
PRIM! 825.501
821.50
(200)
SANITARY SEWER
SIZE AS SHOWN
SANITARY SEWER LATERAL
SIZE AS SHOWN
STORM SEWER
SIZE AS SHOWN
WATER LINE
SIZE AS SHOWN
FIRE LINE
SIZE AS SHOWN
*BENCHMARK DATA
PROJECT BENCHMARK:
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. -100' SOUTH
OF CLARIDGE FARM ENTRANCE.
ELEVATION 893.39
"HOLEY MOLEY SAYS GALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
UTILITY PLAN NOTES
LEGEND OF PROPOSED UTILITY IMPROVEMENTS
DESCRIPTION
STORM STRUCTURE NUMBER
RIM ELEVATION
INVERT ELEVATION
SANITARY STRUCTURE NUMBER
LINE TYPE SYMBOL
NOTES:
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS.
SITE BENCHMARK:
REBAR WITH PLASTIC CAP AT NORTHEAST MOST CORNER
OF BLOCK A OF VILLAGE OF WEST CLAY SECTION 3004
VILLAGE CENTER AT SOUTHWEST CORNER INTERSECTION OF
UNIVERSITY CRESCENT AND ACADEMY LANE.
ELEVATION 902.15
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
DESCRIPTION
PARKING LOT UGHTING
AREA- DIRECTIONAL UGHTING
TELEPHONE PEDESTAL
SEWER CLEANOUT
SEWER MANHOLES
STORM SANITARY
STORM SEWER INLETS
BUILDING DOWNSPOUT
WATER VALVES
FIRE HYDRANTS
WO/VALVE W /VALVE
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No.
19500055
STATE OF
<c i
V<
1
•8
2001 -141
DATE:
12-03-2001
SCALE:
1" 30'
SHEET No.
2.3