Route Survey for Honey Creek Part C Thompson Ditch.pdf
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- Phase 2A Construction of Honey Creek Part C - Watershed Protection and Flood Prevention Project
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- AG-52KY-10-S-0002
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ROUTE SURVEY FOR
HONEY CREEK WATERSHED PROTECTION AND FLOOD
PREVENTION PROJECT - PART C
VIGO COUNTY, INDIANA
HoneyCreekRoutePlat.dwg-Sheet 1-TITLE
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SHEET 1 COVER SHEET
SHEET 2 SHEET INDEX
SHEETS 3-9 ROUTE SURVEY DRAWINGS
SHEETS 10-11 BASELINE POINT TABLES
SHEET 12
SHEET 13 REFERENCE TIES,
SURVEYOR'S REPORT &
CERTIFICATION
PROJECT CONTROL
PROJECT
AREA
LOCATION MAP
NOT TO SCALE
SOURCE: DELORME 3D TOPO QUADS
SEE SHEET 3
HoneyCreekRoutePlat.dwg-Sheet 2
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1/4 SECT 3
CSX RAILROAD
DONALD F. GARVIN
D.R. 367, P. 315
PARCEL 0903451001
NADINE J. GARVIN
D.R. 412, P. 62
PARCEL 0903451003
R. DENNIS KERNS
D.R. 442, P. 3691
PARCEL 0903451002
R. DENNIS KERNS
D.R. 442, P. 3691
PARCEL 0910201001
NADINE J. GARVIN
D.R. 412, P. 62
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- ROUTE COORDINATE NUMBER
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LEGEND
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STAMPED 29600015 (SET)
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- BASELINE
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EXISTING R/W-
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HoneyCreekRoutePlat.dwg-Sheet 3
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(FND)
701 733702
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.70
LINE "A
LINE "B
- CONSTRUCTION
CENTER LINE
NOTE:
STATIONING EQUATION BETWEEN
CENTER BASELINE (REFERENCE HONEY
CREEK WATERSHED PROTECTION &
FLOOD PREVENTION PROJECT - PART C
CONSTRUCTION PLANS) AND SURVEY
BASELINES A & B: NRCS BASELINE
100+00.0 = 300+00.0, 62.30' RIGHT LINE "A"
AND 500+00.0, 60.92' LEFT LINE "B".
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HoneyCreekRoutePlat.dwg-Sheet 4
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- STONE (FND)
- PARCEL NUMBER
- ROUTE COORDINATE NUMBER
- MAG NAIL (SET)
- PUBLIC LAND LINE
LEGEND
MONUMENT (FND)
STAMPED 29600015 (SET)
5/8" REBAR WITH CAP-
- BASELINE
APP. PROPERTY LINE-
EXISTING R/W-
- RIGHT OF WAY MARKER
- PROJECT CONTROL - 5/8" REBAR (SET)
WITH CAP STAMPED "CONTROL POINT"
- PROJECT CONTROL - 5/8" REBAR
WITH CAP STAMPED "NRCS"
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.
- CONSTRUCTION
CENTER LINE
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HoneyCreekRoutePlat.dwg-Sheet 5
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- STONE (FND)
- PARCEL NUMBER
- ROUTE COORDINATE NUMBER
- MAG NAIL (SET)
- PUBLIC LAND LINE
LEGEND
MONUMENT (FND)
STAMPED 29600015 (SET)
5/8" REBAR WITH CAP-
- BASELINE
APP. PROPERTY LINE-
EXISTING R/W-
- RIGHT OF WAY MARKER
- PROJECT CONTROL - 5/8" REBAR (SET)
WITH CAP STAMPED "CONTROL POINT"
- PROJECT CONTROL - 5/8" REBAR
WITH CAP STAMPED "NRCS"
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.
- CONSTRUCTION
CENTER LINE
50 51
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SPITZER FAMILY INVESTMENTS LLC
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PARCEL 0909129002
WABASH VALLEY FAIR ASSOCIATION
D.R. 250, P. 176
PARCEL 0904352001
TRUSTEES OF THE
GOSPEL ASSEMBLY
CHURCH OF THE CITY OF
TERRE HAUTE, INDIANA
D.R. 401, P. 707
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HoneyCreekRoutePlat.dwg-Sheet 6
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BUSINESS TRUST
INST. # 200124027
PARCEL 0909252001
YORK RD.
A L
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LINE "A"
LINE "B"
WOOD POST (FND)-
IRON PIPE (FND)-
- STONE (FND)
- PARCEL NUMBER
- ROUTE COORDINATE NUMBER
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- PUBLIC LAND LINE
LEGEND
MONUMENT (FND)
STAMPED 29600015 (SET)
5/8" REBAR WITH CAP-
- BASELINE
APP. PROPERTY LINE-
EXISTING R/W-
- RIGHT OF WAY MARKER
- PROJECT CONTROL - 5/8" REBAR (SET)
WITH CAP STAMPED "CONTROL POINT"
- PROJECT CONTROL - 5/8" REBAR
WITH CAP STAMPED "NRCS"
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.
- CONSTRUCTION
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- STONE (FND)
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- ROUTE COORDINATE NUMBER
- MAG NAIL (SET)
- PUBLIC LAND LINE
LEGEND
MONUMENT (FND)
STAMPED 29600015 (SET)
5/8" REBAR WITH CAP-
- BASELINE
APP. PROPERTY LINE-
EXISTING R/W-
- RIGHT OF WAY MARKER
- PROJECT CONTROL - 5/8" REBAR (SET)
WITH CAP STAMPED "CONTROL POINT"
- PROJECT CONTROL - 5/8" REBAR
WITH CAP STAMPED "NRCS"
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.
JOHN N. ROYSE TRUST (1/2),
JOHN N. ROYSE (1/4) &
PRISCILLA G. ROYSE (1/4)
D.R. 445, P. 1304-1306
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GEORGE & SAMAR BITTAR,
INST.# 2004024256,
PARCEL 0908126010
PETER & FRANCES FARMER
(45%) & BURCH & WILMA
HARLAN (55 %)
D.R. 431, P. 588
PARCELS 0908151010
HoneyCreekRoutePlat.dwg-Sheet 8
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SUNDANCE FARMS
INST. # 200229498
PARCEL 0908200016
PRUETT MANUFACTURING
CO., INC.
D.R. 418, P. 818
PARCEL 0908200010
SUNDANCE FARMS
INST. # 200229498
PARCEL 0908200016
LIN
E "A
LIN
E "B
WOOD POST (FND)-
IRON PIPE (FND)-
- STONE (FND)
- PARCEL NUMBER
- ROUTE COORDINATE NUMBER
- MAG NAIL (SET)
- PUBLIC LAND LINE
LEGEND
MONUMENT (FND)
STAMPED 29600015 (SET)
5/8" REBAR WITH CAP-
- BASELINE
APP. PROPERTY LINE-
EXISTING R/W-
- RIGHT OF WAY MARKER
- PROJECT CONTROL - 5/8" REBAR (SET)
WITH CAP STAMPED "CONTROL POINT"
- PROJECT CONTROL - 5/8" REBAR
WITH CAP STAMPED "NRCS"
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.
JOHN N. ROYSE TRUST (1/2),
JOHN N. ROYSE (1/4) &
PRISCILLA G. ROYSE (1/4)
D.R. 445, P. 1304-1306
PARCELS 0908176005 &
0908200002
PETER & FRANCES FARMER
(45%) & BURCH & WILMA
HARLAN (55 %)
D.R. 431, P. 588
PARCELS 0908151010
ROBERT G. & CAROLYN F.
ROEHM
D.R. 425, P. 92
PARCELS 0908300001
ANNE R. (SMITH) STEWART & JAMES S.
ROYSE, JR (1/2) & JOHN N. ROYSE (1/4)
& PRISCILLA G. ROYSE (1/4)
D.R. 424, P. 993 & D.R. 445, P. 1304-1306
PARCELS 0908300004
1" IRON PIPE (FND)
SW CR NE 1/4 OF SECT 8
HoneyCreekRoutePlat.dwg-Sheet 9
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SPRINGHILL DR.
LIN
E "A
LIN
E "B
LINE "C"
LINE "D"
WOOD POST (FND)-
IRON PIPE (FND)-
- STONE (FND)
- PARCEL NUMBER
- ROUTE COORDINATE NUMBER
- MAG NAIL (SET)
- PUBLIC LAND LINE
LEGEND
MONUMENT (FND)
STAMPED 29600015 (SET)
5/8" REBAR WITH CAP-
- BASELINE
APP. PROPERTY LINE-
EXISTING R/W-
- RIGHT OF WAY MARKER
- PROJECT CONTROL - 5/8" REBAR (SET)
WITH CAP STAMPED "CONTROL POINT"
- PROJECT CONTROL - 5/8" REBAR
WITH CAP STAMPED "NRCS"
NOTES:
- MONUMENT COORDINATES AND STATIONING
LISTED ON SHEETS 10-12 .
- SEE SHEET 13 FOR MONUMENT REFERENCES.
- CONSTRUCTION
CENTER LINE
NOTE:
STATIONING EQUATION BETWEEN
CENTER BASELINE (REFERENCE HONEY
CREEK WATERSHED PROTECTION &
FLOOD PREVENTION PROJECT - PART C
CONSTRUCTION PLANS) AND SURVEY
BASELINES A & B: NRCS BASELINE
250+76.3 = 451+95.8, 59.71' RIGHT LINE "A"
AND NRCS BASELINE 235+19.4 =
635+52.2, 75.26' LEFT LINE "B".
- BENCHMARK
HoneyCreekRoutePlat.dwg-Sheet 10
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LINE "A" - LEVEE NORTH OF THOMPSON DITCH
LINE "B" LEVEE SOUTH OF THOMPSON DITCH
CONT'D LINE "A" - LEVEE NORTH OF THOMPSON DITCH
CONTINUED
SHEET 11
HoneyCreekRoutePlat.dwg-Sheet 11
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LINE "B" LEVEE SOUTH OF THOMPSON DITCH
(CONTINUED FROM SHEET 10)
LINE "C" LEVEE NORTH OF SPRINGHILL DRIVE
LINE "D" LEVEE SOUTH OF SPRINGHILL DRIVE
HoneyCreekRoutePlat.dwg-Sheet 12
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PROJECT CONTROL TABLE PROJECT CONTROL TABLE
HoneyCreekRoutePlat.dwg-Sheet 13
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SURVEYOR'S REPORT
SURVEYOR'S STATEMENT
IN ACCORDANCE WITH INDIANA SURVEY STANDARDS AS DEFINED IN THE INDIANA ADMINISTRATIVE CODE (865 IAC 1-12 "RULE 12"), THE FOLLOWING OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT
OF:
A.) OVERVIEW OF PROJECT.
B.) AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS.
C.) OCCUPATION OR POSSESSION LINES.
D.) THE THEORETICAL UNCERTAINTY OF THE MEASUREMENTS.
A.) THE NEED EXISTED FOR ADDITIONAL FLOOD PROTECTION ALONG THOMPSON DITCH, BEGINNING APPROXIMATELY 1500 FEET SOUTH OF SPRINGHILL DRIVE AND CONTUING NORTHEASTERLY ALONG SAID DITCH APPROXIMATELY 15000 FEET TO THE CSX RAILROAD CROSSING OVER SAID DITCH. STRADTNER, ROWLAND & ASSOCIATES, INC. WAS CONTRACTED BY THE HONEY CREEK-VIGO CONSERVANCY DISTRICT TO PERFORM A ROUTE SURVEY AND PROVIDE THE PERMANENT AND TEMPORARY EASEMENT DESCRIPTIONS NECESSARY FOR THE PROJECT. LAND RIGHTS MAPPING, ALONG WITH TECHNICAL SUPPORT WAS GIVEN BY THE U.S. DEPARTMENT OF AGRICULTURE, NATURAL RESOURCE CONSERVATION SERVICE. ALSO PROVIDED BY USDA, NRCS, WERE LOCAL COORDINATES FOR INDIANA FLOOD CONTROL AND WATER RESOURCES COMMISSION CONTROL POINTS.
IFC, WRC CONTROL POINTS HCP-11 AND HCP C-17 WERE USED AS THE BASIS OF BEARINGS FOR THIS PROJECT.
B.) COUNTY SURVEYOR RECORDS WERE USED TO HELP ESTABLISH THE EXISTING PUBLIC LAND SYSTEM. STATE ROAD 41 RIGHT OF WAY TAKEN FORM INDOT PROJECT #52 (7), REV. 1980. RAILROAD RIGHT OF WAY WAS TAKEN FROM CSX RAILROAD VALUATION MAP SHEET V53-2. OTHER REFERENCE INFORMATION AND MONUMENTATION
USED IS SHOWN ON THE ATTACHED PLAT OF SURVEY.
C.) DITCH LOCATIONS, ROADWAYS, TREE LINES, BUILDINGS AND OTHER FEATURES, SHOWN ON THE ATTACHED PLAT, WERE DIGITIZED FROM AERIAL PHOTOGRAPHY AND ONLY FIELD VERIFIED WHERE PERTINENT.
D.) THE THEORETICAL UNCERTAINTY (DUE TO RANDOM ERRORS IN MEASUREMENTS) OF THE CORNERS OF THE SUBJECT TRACT ESTABLISHED THIS SURVEY IS WITHIN THE SPECIFICATIONS FOR A CLASS D SURVEY (1.0') AS
DEFINED IN IAC 865.
THE LOCATION OF UNDERGROUND UTILITIES, AS SHOWN, ARE BASED ON SURFACE EVIDENCE ONLY. UTILITIES
SHOULD BE FIELD LOCATED PRIOR TO EXCAVATION.
N=11713.30, E=8708.53
5/8" REBAR W/ ACCU-AIR CAP
REFERENCE TIES
POINT # 2
N=12985.27, E=9041.99
CUT "X" IN 6" BY 8" STONE
REFERENCE TIES
POINT # 1
N=10302.67, E=11639.38
5/8" IRON PIN (FND) 6" B.G.
REFERENCE TIES
POINT # 19
N=11653.77, E=13840.41
5/8" REBAR W/ CNTRL PNT CAP
REFERENCE TIES
POINT # 12
N=12344.52, E=14237.16
5/8" REBAR W. FOX CAP
REFERENCE TIES
POINT # 248
N=12103.24, E=16103.78
MAG NAIL SET
REFERENCE TIES
POINT # 320
N=12861.20, E=16138.72
5/8" REBAR W/ BANNING ENG. CAP
REFERENCE TIES
POINT # 32
N=11474.14, E=19606.52
3/4" REBAR
REFERENCE TIES
POINT # 25
N=11654.30, E=11750.78
5/8" REBAR W/ ACCU-AIR CAP
REFERENCE TIES
POINT # 10
N=10513.47, E=9534.62
MAG NAIL SET
REFERENCE TIES
POINT # 377
N=12361.78, E=13354.33
5/8" REBAR W. FOX CAP
REFERENCE TIES
POINT # 250
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File details come from the government source that posted it. Updated .