C100 Topographical Survey-C100DA
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S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
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50'25'50'0
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
BENCHMARKS
A STANDARD USGS DISK IN CONCRETE STAMPED "95 RHP 752 1951" AT THE NORTHWEST
CORNER OF 146TH STREET AND NORFOLK AND WESTERN RAILROAD, 18.5 FEET NORTH OF
THE CENTERLINE OF 146TH STREET.
ELEVATION: 751.46' (NGVD 1929)
TBM 2 (TSC PROJECT NUMBER 5271.002):
TOP OF THE WEST ANCHOR BOLT ON METAL TRAFFIC POLE, SW. QUADRANT OF 146TH
STREET AND RIVER ROAD.
ELEVATION: 760.79' (NGVD 1929)
S & A TEMPORARY BENCHMARKS:
TBM 1
A BRONZE DISC SET IN THE EASTERN HEADWALL OF A CULVERT, 2.5 FEET SOUTH OF THE
NORTH END OF HEADWALL, SAID CULVERT IS ALONG RIVER ROAD AND 1100 FEET +
NORTHEAST OF THE ENTRANCE TO PRAIRIE TRACT ELEMENTARY SCHOOL. DISC STAMPED
"HAM 25 1964"
ELEVATION: 749.52' (NGVD 1929)
TBM 2
A COPPERWELD AT THE RADIUS POINT OF ARCADIAN COURT.
ELEVATION: 771.54' (NGVD 1929)
TBM 3
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM 14261,
20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 1150 FEET + EAST OF CHERRY TREE ROAD.
ELEVATION: 785.49' (NGVD 1929)
TBM 4
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE NUMBER HM 14273,
20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 630 FEET + WEST OF GREYLAN PLACE.
ELEVATION: 759.73' (NGVD 1929)
TBM 5
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND STAGHORN
COURT.
ELEVATION: 757.78' (NGVD 1929)
TBM 6
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE AND PLANTATION
LANE.
ELEVATION: 773.87' (NGVD 1929)
TBM 7
A COPPERWELD AT THE RADIUS POINT OF PECOS COURT.
ELEVATION: 770.76' (NGVD 1929)
TBM 8
A COPPERWELD AT THE CENTERLINE INTERSECTION OF CHERRY TREE ROAD AND
KLINGENSMITH BLVD.
ELEVATION: 773.68' (NGVD 1929)
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
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.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE
COORDINATES, NAD83.
HORIZONTAL CONTROL/COORDINATE:
ȭ MONUMENT N: 1728602.73 E: 221845.61
ALICE PAUL LANE & KNIGHTSTOWN WAY
ȭ MONUMENT N: 1727940.59 E: 221845.61
JAMES DEAN DRIVE & KNIGHTSTOWN WAY
ȭ MONUMENT N: 1727368.59 E: 222151.58
CUL-DE-SAC BEN KINGSLEY COURT
CONTRACTOR SHALL VERIFY DEPTHS OF
ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS
NOT ANY CONFLICTS WITH OTHER
UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON
THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
GV
55115PYT-S1
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