CONTROL REPORT

PIN SABP08 - ACCELERATED BRIDGESBIN 1093550

I481 OVER WESTBOUND CONNECTIONTOWN OF DEWITT - ONONDAGA 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 CREWCHIEP: R.C. KOKOSENSKI

COMPILED BY: R.C. KOKOSENSKIT.E. SAL LIN

TABLE OF CONTENTS

PIN SABP08 ACCELERATED BRIDGESBIN 1093550

I481 OVER WESTBOUND CONNECTIONTOWN OF DEWITT - ONONDAGA COUNTY

SHEETS

INTRODUCTION

HORIZONTAL, CONTROL SUMMARY

GPS POINTS WITH ADJUSTED COORDINATES AND AVERAGECOMBINED SCALE FACTOR

BASELINE DIAGRAM 4

BASELINE INFORMATION AND STATIONING 5

BASELINE DATA TIE SHEETS 6-7

VERTICAL CONTROL SUMMARY 8

BENCI-IMARK DIAGRAM 9

BENCHMARK DATA TIE SHEETS 10-11

DIGITAL LEVEL RUN NOTES 12

DIGITAL LEVEL ADJUSTMENT NOTES 13 of 13

GPS EOUIPMENTRECEIVERMAKE: LEICAMODEL: GS 15

SERIAL# 1505324

CONTROLLERMAKE: LEICAMODEL: CS15SERIAL# 1593321

INTRODUCTION

PIN SABP08 ACCELERATED BRIDGESBIN 1093550

1481 OVER WESTBOUND CONNECTIONTOWN OF DEWITT - ONONDAGA COUNTY

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

9

HORIZONTAL CONTROL SUMMARY

PIN SABP08 - ACCELERATED BRIDGESBIN 1093550

I481 OVER WESTBOUND CONNECTIONTOWN OF DEWITT - ONONDAGA COUNTY

A NEW PROJECT BASELINE WAS ESTABLISHED FOR THIS PROJECT AND CONSISTSOF NEW PROJECT BASELINE POINTS 150 AND 151.

THE AZIMUTH OF THE BASELINE WAS DERIVED FROM RTK ROVER CELLOBSERVATIONS OF BASELINE POINTS 150 AND 151.

THE RTK ROVER CELL COORDINATES OF BASELINE POINT 150 WERE HELD.

THE PROCEDURE FOR ESTABLISHING COORDINATES FOR BASELINE POINT 151ARE AS FOLLOWS:

1. A TOTAL STATION INSTRUMENT WAS SET UP ON BASELINE POINT 150.

2. THE GPS DERIVED AZIMUTH FROM BASELINE POINT 150 TO BASELINEPOINT 151 WAS HELD.

3. A TPS MEASURED DISTANCE FROM BASELINE POINT 150 TO BASELINEPOINT 151 WAS THEN RECORDED TO ESTABLISH THE FINAL COORDINATESOF BASELINE POINT 151.

A TRAVERSE WAS NOT UTILIZED FOR THIS PROJECT LOCATION.

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

ALL AZIMUTHS AND BEARINGS ARE REFERRED TO GRID NORTH.

Points of Project: SABPO8 1481 OVER WB CONNECTION CONTROL (Coordinate System: NY CENTRAL NAD83 G09 (2), Units: fts)

Attributes Point id Northing Fasting Ortho. Hgt. Posn. + Hgt. QItyM CBP150 1112861.564 963026.151 414.950 0.00021 CBP151 1113160.958 962596.494 -

PIN SABPOSAPPLIED PROJECT COMBINED SCALE FACTOR

EQUALS 1.000001100000

3

Page: 1 of 1 Date: 04/17/2012 Time: 09:50:59

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1-481 OVER WESTBOUND CONNECTION

TOWN OF DEWITT—ONONDAGA COUNTY

Project: SABP08_BIN_l 093550_MAP_SUR_S

Alignment Name: SABP08_BIN_l093550_BL

Point Northing Easting Elevation Style

150 1112861.5650 963026.1510 414.950 CB

151 1113160.9701 962596.4758 418.349 CB

Description

Table of e ran s — Control Line Data

CONTROL LINE DATA - SABP08_BIN_1093550 BL

POINT STATIONING DISTANCE (FEET) NORTHING (Y) EASTING (X)

150 10+00.000 523.702 ' 1112861.5650 963026.1510

151 15+23 702 1113160.9701 962596.4758

Horizontal Alignment ReviewReport.

Project: SABP08_BI N_l 093550_MAP_SU R_S

Alignment Name: SABP08_BIN_1093550_BLAlignment Description: 2012 SURVEY BASELINEAlignment Style: CB

Station Northing Easting

Element: LinearPOB (150) 10+00.000 1112861.5650 963026.1510POE (151) 15+23.702 1113160.9701 962596.4758

Tangential Direction: N 55°0750" WTangential Length: 523.702

NEW YORK STATE Al ^^ IE PROJECT: '^ A 13 ',

DEPARTMENT OF TRANSPORTATIO ORDER OF

SuZONE: o^ ^^ 1 c^/V Tin L

CONTROL SURVEY DATA CHIEF OF PARTY: . A`O/ O EN JQBASED ON THE

NEW YORK STATE PLANE COORDINATE SYSTEMUSGS QUAD;

VALUES IN SURVEY FEET NYSD01 REGION No. 3, SYRACUSE

CITY, VILLAGE OR TOW

tCOUNTY S.H. No. STATION NAME I$ STATION MONUMENT TYPE

w i TY O H d:

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NORTHING: iii 7 ^,I (J . HORIZONTAL DATUM: WAD 83/CORS 96 SURVEYING METHOD OGPS q CONVENTIONAL

FASTING: 9 > . / f/

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

COMBINED FACTOR /. o 0C 00 DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS.

GRID SCALE FACTOR OBJECT GRID BEARING j GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT C / Z

DETAILED DESCRIPTION AT STAiIDN: ^4

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CONTROL SURVEY DATA CHIEF OF PARTY < .4O N V PBASED ON THE USGS QUAD:

NEW YORK STATE PLANE COORDINATE SYSTEMNYSDOT REGION No. 3, SYRACUSE

VALUES IN SURVEY FEET

CITY, VILLAGE D I COUNTY S.H, No STATION NAME 3 STATION MONUMENT TYPE

PEW ► T T o/vtNPA(- , I i 1 , 7O. MAC-;-ivjl\rL- I

NORTHING: I) / x,97 '' F HORIZONTAL DATUM: NAD 83/CORS 96 SURVEYING METHOD LOPS YCONVENTIONAL

EASTING: 9z r` r 1-/ 7

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

COMBINED FACTOR : ^, j()J 0 DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING / GRID DISTANCE

ELLIPS. REDUCTION FACTOR; ,/ 0 S 55 5} 11g ' " ;7c' i-

ESTABLISHED BY YEAR

NYSDOT

DETAILED DESCRIPTION AT STATION: S A 5 4E L i jj •E f W'" / RAJ T J 5/ i S X41 li A C, ,'./'/ / fr/ c

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VERTICAL CONTROL SUMMARY

PIN SABP08 - ACCELERATED BRIDGESBIN 1093550

1481 OVER WESTBOUND CONNECTIONTOWN OF DEWITT - ONONDAGA COUNTY

RTK ROVER CELL SOLUTIONS WERE USED TO ESTABLISH THE ELEVATION OFNEW PROJECT BASELINE POINT 150.

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 POINT 150 AND PASSEDTHROUGH NEW PROJECT BASELINE POINT 151; NEW PROJECT BENCHMARKS; 1AND 2, AND CLOSED BACK ON NEW PROJECT BASELINE POINT 150.

THIS LEVEL RUN CLOSED WITH AN ERROR OF 0.004 FEET, WITH AN ALLOWABLEERROR OF 0.024 FEET AND MEASURED 1383± FEET IN LENGTH.

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

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NEW YORK STATE Ai L E PROJECT;

DE P'A_I N_ M1 L^ NT OF 11 RAN SPORT1 ATIIONORDER OF SU

ZON : 1V ' c V 7 n tCONTROL SURVEY DATA CHIEF OF PARTY. K , 6 SRNs K I

BASED ON THE USGS QUAD.

NEW YORK STATE PLANE COORDINATE SYSTEM NYSDOT REGION Noe 3, SYRACUSEVALUES IN SURVEY FEET

CITY, VILLAGE OR TOWN,,' COUNTY S,H, No, STATION NAME D STATION MONUMENT TYPE

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

EASTINGD <' 1i.

ELEVATION; q . Z 7 ,; VERTICAL DATUM: NAVO 5 8 SURVEYING METHOD q GPS 1CONVENTIONAL

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT O I2„

DETAILED DESCRIPTION AT STATION: /V7 / , 5 ,L /' A //AI L i / C. n 2 C r= r /.1 ,6,/ P 1

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DEPARTMENT OF TRANSPORTATIONORDER OF SUZONE:

CONTROL SURVEY DATA ^A CHIEF OF PARTYo o , rc

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NEW YORK STATE PLANE COORDINATE SYSTEMNYSDOT REGION No. 3, SYRACUSE

VALUES IN SURVEY FEET

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NORTHING- HORIZONTAL DATUM: NAD 83/CORS 96 SIJRVEYING METHOD q GPS q CONVENT I ONAL

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ELEVATION: 41/ gj . ,-a 4/ F- VERTICAL DATUM: NAVD 88 SURVEYING METHOD q GPS KCONVENTIONAL

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT C)

DETAILED DESCRIPTION AT STATION: f3 I1 Z /5 A f A 6- ,/,•. (t s e r 1,.V 6 0/v 6 r f E ,l,.A.' I /5

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Level Measurements of Project SABP.08_I-481 OVER W.B. Conn._ LEVEL RUN Job SABPO848 Line Line 001 1

Comment Point Id Back Fore Distance Total Dist. Height Point Class Point SubclassEl CBP150 414.950 Control Fixed in Height

CBP150 7.307 107.55BM2 3.914 96.14

El BM2 203.69 418.343 Measured NoneBM2 3.381 129.91

21 TP 1 5.335 127.74

El TP1 461.33 416.390 Measured NoneTP1 6.585 108.20

El CBP151 4.627

121 CBP151 680.84 418.347 Measured Nonew" CBP151 8.113 30.52

TP2 1.801 81.38

El TP2 792.74 424.659 Measured None+d TP2 10.392 23.92w+"1l TP3 3.377 30.43w' TP3 847.09 431.674 Measured None

TP3 8.694 12.95BM1 2.097 6.32BM1 866.35 438.272 Measured None

El BM1 1.302 12.08TP4 12.041 29.62TP4 908.06 427.533 Measured None

d TP4 0.725 11.58TP5 12.948 36.93TP5 956.57 415.310 Measured NoneTP5 4.927 241.58

E CBP150 5.290 184.55CBP150 1382.69 414.950 Control Fixed In Height

Page: 1 of I Date: 04/24/2012 Time: 12:52:45

Page-I--of-1-

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Goes ystems

Level SummarySABPM8 M®M8I OVER W B. Conn. LEVEL RUN

03/06/2012 15:10:25

Project Information

Project name: SABP.08_I-481 OVER W.B. Conn._ LEVEL RUNDate created: 03/06/2012 14:47:40Application software: LEICA Geo Office 8.0

Line 001

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

Processing Parameters

1382.695 ftsBFCBP150903/07/2012 01:23:1418

Adjustment method: by distanceProcessed with Staff Corrections: NoHeight difference: -0.004 fts

Tolerance Permitted [fts] Actual [fts] AcceptedMisclosure 0.024 -0.004 Ve

Points

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

CBP150 03/07/2012 01:23:15 414.950 - -BM2 03/07/2012 01:23:18 418.344 0.001 3.394TP1 03/07/2012 01:23:22 416.390 0.000 -1.953CBP1 51 03/07/2012 01:23:26 418.349 0.002 1.959TP2 03/07/2012 01:23:30 424.661 0.002 6.312TP3 03/07/2012 01:23:34 431.676 0.002 7.015BM1 03/07/2012 01:23:38 438.274 0.002 6.597TP4 03/07/2012 01:23:42 427.535 0.002 -10.739TP5 03/07/2012 01:23:46 415.312 0.002 -12.223CBP150 03/07/2012 01:23:50 414.950 - -0.362

Point Class Sd. Hgt. [fts]

Control -Measured -Measured -Measured -Measured -Measured -Measured -Measured -Measured -Control -

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