scanned report control · 2012. 7. 23. · control report scanned control report pin sabp03 -...

CONTROLREPORT

SCANNED

CONTROL REPORT

PIN SABP03 - ACCELERATED BRIDGESBIN 1041820

NY 222 OVER FALL CREEKTOWN OF GROTEN - TOMPKINS COUNTY

PREPARED BY

SURVEY UNIT/DESIGN GROUP

REGION 3- N.Y.S.D.O.T.

SYRACUSE, N.Y. 13202

2012

SURVEY SUPERVISOR: J.V. SALLIN

SURVEY COORDINATOR: P.J. OLSZEWSKI

SURVEY CREWCHIEF: R.C. KOKOSENSKI

COMPILED BY: R.C. KOKOSENSKIT.E. SALLIN

0

TABLE OF CONTENTS



SHEETS

INTRODUCTION

HORIZONTAL CONTROL SUMMARY

GPS POINTS WITH APPLIED PROJECT COMBINED SCALE FACTOR 3

BASELINE DIAGRAM 4

BASELINE INFORMATION AND STATIONING

BASELINE DATA TIE SHEETS 6-7

VERTICAL CONTROL SUMMARY 8

BENCHMARK DIAGRAM 9

BENCHMARK DATA TIE SHEETS 10-11

DIGITAL LEVEL RUN NOTES 12

DIGITAL LEVEL ADJUSTMENT NOTES 13 of 13

GPS EQUIPMENTRECEIVERMAKE: LEICAMODEL: GS 15SERIAL# 1505324

CONTROLLERMAKE: LEICAMODEL: CS15SERIAL# 1593321

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INTRODUCTION



THE CONTROL SURVEY FOR THE FOLLOWING PROJECT WAS CONDUCTED BY THENYSDOT, REGION THREE DESIGN - SURVEY UNIT. THE PURPOSE OF THIS SURVEYIS TO PROVIDE HORIZONTAL AND VERTICAL CONTROL DATA FOR MAPPING ANDFUTURE CONSTRUCTION ACTIVITIES AT THIS LOCATION.

THE HORIZONTAL DATUM IS REFERENCED TO NAD 83(CORS 96), CENTRALZONE, NEW YORK STATE PLANE COORDINATE SYSTEM.

THE VERTICAL DATUM IS REFERENCED TO NAVD88.

ALL UNITS OF MEASURE FOR THE SURVEY ARE IN U.S. SURVEY FEET.

EQUIPMENT UTILIZED:TOTAL STATIONMAKE: LEICAMODEL: TS 15 PSERIAL # 1610444

DATA COLLECTOR(FIELD CONTROLLER)MAKE LEICAMODEL CS15SERIAL# 1593317

DIGITAL LEVELMAKE LEICAMODEL DNA03SERIAL# 341729

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HORIZONTAL CONTROL SUMMARY



A NEW PROJECT BASELINE WAS ESTABLISHED FOR THIS PROJECT AND CONSISTSOF NEW PROJECT BASELINE POINTS 125 AND 126.

THE AZIMUTH OF THE BASELINE WAS DERIVED FROM RTK ROVER CELLOBSERVATIONS OF BASELINE POINTS 125 AND 126.

THE RTK ROVER CELL COORDINATES OF BASELINE POINT 125 WERE HELD.

THE PROCEDURES FOR ESTABLISHING COORDINATES FOR BASELINE POINT 126ARE AS FOLLOWS:

1. A TOTAL STATION INSTRUMENT WAS SET UP ON BASELINE POINT 125.

2. THE GPS DERIVED AZIMUTH FROM BASELINE POINT 125 TO BASELINEPOINT 126 WAS HELD.

3. A TPS MEASURED DISTANCE FROM BASELINE POINT 125 TO BASELINEPOINT 126 WAS THEN RECORDED TO ESTABLISH THE FINAL COORDINATESOF BASELINE POINT 126.

A TRAVERSE WAS NOT UTILIZED FOR THIS PROJECT LOCATION.

ALL COORDINATES ARE REFERENCED TO THE NEW YORK STATE PLANECOORDINATE SYSTEM, CENTRAL ZONE BASED ON NAB 83 (CORS 96).

ALL AZIMUTI-IS AND BEARINGS ARE REFERRED TO GRID NORTH.

Points of Project: SABP03 NY NY 222 OVER FALL CREEK CONTROL (Coordinate System: NY CENTRAL NAD83 G09 (2), Units: fts)

Attributes Point Id Northing Easting Ortho Hgt Posn + Hgt. Qlty® CBP125 945194.680 900019.309 1246.743 0.000Q CBP126 944964.591 899254.284 - -

PIN SABP113APPLIED PROJECT COMBINED SCALE FACTOR

EQUALS 1.0($ffl0000000

Page: 1 of 1 Date: 04/16/2012 Time: 11:39:38

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SABP03 — ACCELERATED BRIDGES

NY 222 OVER FALL CREEKTOWN OF GROTEN — TOMPKINS COUNTY

List Coordinates Report

Project: SABP03BIN1041820_MAP_SUR_S

Alignment Name: SABP03 BIN1041820 BL

PointNorthing Easting Elevation Style Description

126 944964.5619 899254.1995 1263.312 CB

125 945194.6800 900019.3090 1246.743 CB

DISTANCE NORTHING EASTINGPOINT STATIONING (FEET) (Y) (X)

126 10+00.000 798.966 ' 944964.5619 899254.1995125 17+98.966 945194.6800 900019.3090

Hor zoR ita and Vertical Alici ` rne— n. te

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Project:

Horizontal Alignment:

Horizontal Description:

Horizontal Style:

POB (126)

POE (125)

Tangential Direction

Tangential Length:

SABP03 BIN 1041820 MAP SUR S

SABP03 BIN1041820 BL

2012 SURVEY BASELINE

CB

Station Northing Easting

Element: Linear

10+00.000 944964.5619 899254.199517+98.966 945194.6800 900019.3090

N 73°15'38" E

798.966

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DEPARTMENT OF TRANSPORTATIONORDER OF SURVEY: - r,^ ^ '

CONTROL SURVEY DATA CHIEF OF PARTY; ''. I ' ^4 C r = SBASED ON THE USGS QUAD

NEW YORK STATE PLANE COORDINATE SYSTEMVALUES IN SURVEY FEET NYSDOT REGION No. 3, SYRACUSE

CITY, VILLAGE OR TOWN COUNTY S.H. N o . STATION NAME STATION MONUMENT TYPE

NORTHING: ?4/ ["9 4I r' ` ,C HORIZDNTAL DATUM: NAD B3/CORS 96 SURVEYING METHOD q GPS 'CONVENTIONALEASTING: ." r =' C L,

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ELEVATION: VERTICAL DATUM: NAVD 88 SURVEYING METHOD q GPS q CONVENTIONAL

COMBINED FACTOR C c(': DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR: r"" °"^ r —r d: — ][ ^f ^,7^] r/ ,/' rESTABLISHED BY YEAR

NY SOOT

DETAILED DESCRIPTION AT STATION . / ,rl„I / °” /^ ,w ,fdI

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CONTROL SURVEY DATA CI-IIEF DF PARTY: /< • S G' ,A' jBASED DI THE USGS (QUAD-

NEW YORK STATE PLANE COORDINATE SYSTEMNYSDOT REGION Na, 3, SYRACUSEVALUES I N SURVEY FEET

CITY, VILLAGE OR COUNTY S.H. N o , STATION NAME Q STATION MONUMENT TYPE

NORTHING: 4{ / f (""f-^/ 1 ORIZONTAL DATUM: WAD 83/CORS 96 SURVEYING METHOD ^'GPS q CONVENTIONAL

EASTING> } ; .r `^ .^ 4 ` ff ^.

ELEVATION 7 F- = ' VERTICAL DATUM; NAVD 88 SURVEYING METHOD ,C1GPS ( ! CONVENTIONALCOMBINED FACTOR

DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

{GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR — ''—. ^J, —> y,' ' 7F ft ar, r

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ESTABLISHED BY YEAR

NYSDOT 4 ;'/ T

DETAILED DESCRIPTION AT ST ATION: y (/L/ C rbr r 7' - f -Ye• ' ! ^ 'Ir'. f' f 4. r Vj % JP I r ^r y% ^,

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VERTICAL CONTROL SUMMARY



RTK ROVER CELL SOLUTIONS WERE USED TO ESTABLISH THE ELEVATION OFNEW PROJECT BASELINE POINT 125.

THE REMAINING VERTICAL CONTROL FOR THIS PROJECT LOCATION WASESTABLISHED BY PERFORMING A LEVEL RUN WHICH UTILIZED A DIGITAL LEVELAND BAR CODED STAFF.

THIS LEVEL, RUN BEGAN AT NEW PROJECT BASELINE 125 AND PASSED THROUGHNEW PROJECT BASELINE PONT 126, NEW PROJECT BENCHMARKS; 1 AND 2, ANDCLOSED ON NEW PROJECT BASELINE POINT 125.

THIS LEVEL RUN CLOSED WITH AN ERROR OF 0.000 FEET, WITH AN ALLOWABLEERROR OF 0.025 FEET AND MEASURED 1700± FEET IN LENGTH.

THE LEVEL RUN WAS ADJUSTED UTILIZING "LEICA GEO OFFICE" PROCESSINGSOFTWARE.

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GRIDSABP03-ACCELERATED BRIDGES • R :H

1041820222 OVER FALL CREEK }N OF TOMPKINS COUNTYNC GRAM

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DEPAP TMENTI OF TRANSPORTATION ORDER OF SURVEY,,, /C J

CONTROL SURVEY DATA CHIEF OF PARTY:BASED ON THE

USGS GIIUAD:

NEW YORK STATE PLANE COORDINATE SYSTEMVALUES IN SURVEY FEET NYSDOT REGION ND, 3, SYRACUSE

CITY, VILLAGE OR QOWI" COUNTY S.H, No, STATION NAME STATION MONUMENT TYPE(r / ' u't ! >'I3 dt:;

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NORTHING: HORIZONTAL DATUM; HAD 83/CORE 96 SURVEYING METHOD q GPS q CONVENTIONAL

EASTING:

ELEVATION: 6 2 ?) VERTICAL DATUM: NAVD 88 SURVEYING METHOD q GPS ,[I CONVENTIONALCOMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTSG RID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT ,.... ^;

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NEW YORK STATE PROJECT: 'DEPARTMENT OF TRANSPORTATION

ORDER OF SURVEY: .7 / -,

CONTROL SURVEY DATA CHIEF OF PARTY: / , '! /'C F..-;'; ^= rBASED ON THE USGS QUAD:

NEW YORK STATE PLANE COORDINATE SYSTEMNYSDOT REGION No.VALUES IN SURVEY FEET 3, SYRACUSE

CITY, VILLAGE OR (0) COUNTY S.H. No, STATION NAME Ei STATION MONUMENT TYPE

NORTHING: HORIZONTAL DATUM: MAD 83/CORS 96 SURVEYING METHOD q GPS q CONVENTIONAL

EASTING:

ELEVATION: / 4/7 9 VERTICAL DATUM: NAVD 88 SURVEYING METHOD LIGPS ;9 C O NVENTI O NALCOMBI NED FAC T OR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR : OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT

DETAILED DESCRIPTION AT STATION: /$ w,I ^, ^ A ^` `; v f," 4, f . t, : 1+ ,., r'1 i^ - f 1.C f r

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Level Measurements of Project SABP03_NY222 OVER FALL CREEK_LEVEL RUN Job SABPFALL Line Line 001 /

Comment Point Id Back Fore Distance Total Dist, Height Point Class Point SubclassEl CBP125 1246.743 Control Fixed in HeightEl CBP125 3.868 98.78El BM2 2.636 74.55El 8M2 173.33 1247.976 Measured None® BM2 4.357 178.00

TP 1 3.226 129.7.3TP1 481.06 1249,107 Measured None

3 TP 1 6.092 38.51*' BM1 0.812 16.31

BM1 535.88 1254.387 Measured None6M1 1.072 11,85TP3 2.430 70.48

El TP3 618.21 1253.029 Measured NoneEl TP3 7.536 64.373 TP4 1.814 66.78V1I TP4 749.37 1258.750 Measured None

TP4 6.978 61.80El CBP126 2.416 77.83+* CBP126 889.00 1263.312 Measured NoneE CBP126 1.913 91.63w' TP5 7.669 80.26El TP5 1060.90 1257.556 Measured NoneEl TP5 0.849 86.39w+ TP6 8.278 91.58d TP6 1238.87 1250.126 Measured Nonev' TP6 1.103 120.52El TP7 3.589 191.36El

TP71550.75 1247,640 Measured None

TP7 4.590 60.60CBP125 5.488 88.82

El CBP125 1700.17 1246.743 Control Fixed in Height

Page: 1 of 1 Date: 04/17/2012 Time: 08:10:32 1

ToleranceMisclosure

Points

Point Id

CBP125BM2TP1BM1TP3TP4CBP126TP5TP6TP7CBP125

-i'a e --off

Level SummarySABPO3_NY222 OVER FALL CREEK_LEVEL RUN

04/17/2012 08:12:03

'roject Information

Project name: SABP03_NY222 OVER FALL CREEK_LEVEL RUNDate created: 02/27/2012 13:04:03Application software: LEICA Geo Office 8.0

Line 001

Line length:Method:Start point id:Number of stations:Date/time:Number of observations:

1700.168 ftsBFCBP1251002/27/2012 18:41:2420

Processing ParametersAdjustment method: by distanceProcessed with Staff Corrections: NoHeight difference: 0.000 fts

Permitted [fts] Actual [fts] Accepted0.025 0.000

Epoch Height [fts] Corr [fts] Delta Hgt.[fts]

02/27/2012 18:41:25 1246.743 - -02/27/201 2 18:41:28 1247.975 -0.001 1.23202/27/2012 18:41:32 1249.106 -0.001 1.13102/27/2012 18:41:36 1254.386 -0.001 5.28002/27/2012 18:41:40 1253.028 -0.001 -1.35802/27/2012 18:41:44 1258.750 0.000 5.72202/27/2012 18:41:48 1263.312 0.000 4.56202/27/2012 18:41:52 1257.556 0.000 -5.75602/27/2012 18:41:56 1250.127 0.001 -7.42902/27/2012 18:42:00 1247.641 0.001 -2.48602/27/2012 18:42:04 1246.743 - -0.898

Point Class Sd.Hgt. [fts]

Control -Measured 0.000Measured 0.000Measured 0.000Measured 0.000Measured -Measured -Measured -Measured -Measured -Control -

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