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ENLARGED
UTILITY PLAN
C209
1" = 20'
Job No.
Date:July 6, 2012
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BENCHMARK INFORMATION
ORIGINATING BENCHMARK - HAM G-55: A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET
OUT OF THE GROUND ALONG US-31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131st STREET, 83
FEET WEST OF THE CENTERLINE SBL OF US-31 AND 19 FEET EAST OF THE R/W FENCE AT STATION
409+00. GREENFIELD DISTRICT
ELEVATION: 866.76' (VERTICAL DATUM: NAVD88)
TEMPORARY BENCHMARK - CUT "+" SET ON NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT
APPROXIMATELY 120' SOUTH OF THE NORTHEAST CORNER OF THE SURVEYED TRACT.
ELEVATION 838.76' (VERTICAL DATUM: NAVD88)
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FLOOD ZONE STATEMENT
UTILITY NOTES
REFER TO ARCHITECTURAL, 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.
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.
PAVEMENTS, WALKS, CURBS AND OTHER SURFACE IMPROVEMENTS REQUIRING REMOVAL FOR
INSTALLATION OF UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR PRESENT CONDITION
UNLESS OTHERWISE SHOWN.
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.
SANITARY LATERAL PIPE MATERIAL SHALL BE PVC, ASTM D-3034, SDR-35.
EXISTING BUSINESSES WILL REMAIN OPEN WHILE CONSTRUCTION IS UNDERWAY. UTILITY
RELOCATIONS SHALL BE COORDINATED WITH THE OWNER AND THE UTILITY COMPANIES INVOLVED
AND MAINTAIN UTILITY SERVICES TO THE EXISTING BUSINESSES TO REMAIN OPEN AS MUCH AS
POSSIBLE.
NO EARTH DISTUBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
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DESCRIPTIONDESCRIPTION
LEGEND OF PROPOSED UTILITY IMPROVEMENTS
S
W
825.50
200
IE 821.50
SEE EXISTING CONDITIONS PLAN FOR EXISTING UTILITY FEATURES LEGEND.
EXISTING UTILITY LINE TYPES ARE NOTED WITHIN BRACKETS [ ].
NOTES:
100
The utilities shown hereon have been located from field survey information and existing
drawings. The surveyor makes no guarantee that the utilities shown comprise all such
utilities in the area, either in service or abandoned. The surveyor further does not
warrant that the utilities shown are in the exact location indicated although he does
certify that they are located as accurately as possible from information available.
UTILITY STATEMENT:
THIS SITE LIES ENTIRELY WITHIN FLOOD HAZARD ZONE X PER FIRM MAP FOR
THE CITY OF CARMEL, INDIANA COMMUNITY PANEL NO. 18057C0209F, DATED
FEB. 19, 2003, THE ACCURACY OF THIS FLOOD HAZARD STATEMENT IS
SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN
LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP.
NOTES:
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT
NOTE:
ALL PROPOSED STORM SEWERS, DETENTION STRUCTURES, AND
STORMWATER QUALITY TREATMENT BMP'S ARE PRIVATE.
15.
SW UNDERGROUND DETENTION SYSTEM
EMERGENCY OVERFLOW ELEVATION
SE UNDERGROUND DETENTION SYSTEM
EMERGENCY OVERFLOW ELEVATION
PLAN VIEW OF EMERGENCY OVERFLOW
SECTION VIEW OF EMERGENCY OVERFLOW