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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

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INTRODUCTION 1

HORIZONTAL CONTROL SUMMARY

GPS POINTS WITH ADJUSTED COORDINATES AND AVERAGECOMBINED SCALE FACTOR

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 EOUIPMENTRECEIVERMAKE: LEICAMODEL: GS 15

SERIAL# 1505324

CONTROLLERMAKE: LEICAMODEL: CS 15SERIAL# 1593321

I1` =1 s ILLW 1 1"m

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.

TOTAL STATIONMAKE: LEICAMODEL: TS 15 PSERIAL # 1610444

DATA COLLECTOR(FIELD CONTROLLER)MAKE LEICAMODEL CS15SERIAL# 1593317

DIGITAL LEVELMAKE LEICAMODEL DNA03SERIAL# 341729

2

A NEW PROJECT BASELINE WAS ESTABLISHED FOR THIS PROJECT AND CONSISTSOF NEW PROJECT BASELINE POINTS 191 AND 192.

THE AZIMUTH OF THE BASELINE WAS DERIVED FROM RTK ROVER CELLOBSERVATIONS OF BASELINE POINTS 191 AND 192.

THE RTK ROVER CELL COORDINATES OF BASELINE POINT 191 WERE HELD.

THE PROCEDURE FOR ESTABLISHING COORDINATES FOR BASELINE POINT 192ARE AS FOLLOWS:

1. A TOTAL STATION INSTRUMENT WAS SET UP ON BASELINE POINT 191.

2. THE GPS DERIVED AZIMUTH FROM BASELINE POINT 191 TO BASELINEPOINT 192 WAS HELD.

3. A TPS MEASURED DISTANCE FROM BASELINE POINT 191 TO BASELINEPOINT 192 WAS THEN RECORDED TO ESTABLISH THE FINAL COORDINATESOF BASELINE POINT 192.

A TRAVERSE WAS NOT UTILIZED FOR THIS PROJECT LOCATION.

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

ALL AZIMUTHS AND BEARINGS ARE REFERRED TO GRID NORTH.

Points of Project: SABPO8 NY174 OVER NINE MILE CREEKCONTROL (Coordinate System: NY CENTRAL NAD83 G09 (2), Units: ifs) 3

Attributes Point Id Northing Easting Ortho. Hgt. ' Posn. + Hgt. QltyMjJ CBP191 1098032.987 886230.401 455.065 0.00021 CBP192 1098321.256 885987.323 - -

PIN SABPOSAPPLIED PROJECT COMBINED SCALE FACTOR

EQUALS 1.00000000000

Page: 1 of 1 Date: 04/16/2012 Time: 15:59:11

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PIN SABP08-ACCELERATED BRIDGESBIN 1039280

NY ROUTE 174 OVER NINE MILE CREEKTOWN OF CAMILLUS — ONONDAGA COUNTY

Project: SAB P08_BI N 1039820_MAP_S U R_S

Alignment Name: SABP08_BIN1039820_BL

Point Northing Easting Elevation Style

191 1098032.9870 886230.4010 455.065 CB

192 1098321.3281 885987.2630 452.354 CB

Description

Table of Clearances- Une i Data

CONTROL LINE DATA - SABP08 BIN1039820 BL

POINT STATIONING DISTANCE (FEET) NORTHING (Y) EASTING (X)191 10+00.000 377.169 ' 1098032.9870 I 8862304010

192 13+77.169 1098321.3281 f 885887.2630

Horizontal Alignment Review Report

Project: SABP08_BIN 1039820_MAP_SUR_S

Alignment Name: SABP08_BIN1039820_BLAlignment Description: 2012 SURVEY BASELINEAlignment Style: CB

Station Northing Easting

Element: LinearPOB (191 ) 10+00.000 1098032.9870 886230.4010POE (192) 13+77.169 1098321.3281 885987.2630

Tangential Direction: N 40°08'19" WTangential Length: 377.169

6NEW YORK STATE ATE PROJECT: 4 s K G R^

DEPARTMENT OF TRANSPORTATION ORDER OF SU

ZONE Y IJ P' A

CONTROL SURVEY DATA CHIEF OF PARTY: 41 O 5 iJBASED ON THE USGS 0UAD:

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

VALUES IN SURVEY FEET

CITY, VILLAGE OR TOWN COUNTY S.H. No. STATION NAME Q STATION MONUMENT TYPE

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NORTHING: Bo 9 'O37 9;7 LORIZDNTAL DATUM: HAD 83/COBS 96 SURVEYING METHOD , GPS ©CONVENTIONAL

EASTING 'g62. ELEVATION: VERTICAL DATUM: NAVD 88 SURVEYING METHOD qGPS q CONVENTIONAL

COMBINED FACTOR : ^ i `t^^ O ^C1 DISTANCES & QIRECTIO N S TO BACKSIGHTS AND FORESIGWTS

GRID SCALE FACTOR OBJECT GRID BEARING / GRID DISTANCE?

ELLIPS. REDUCTION FACTOR: /9 V @)^^/[;/, {^, +,[^^}` ! w 'l3 3°7, 1 7

ESTABLISHED BY YEAR

NYSDOT'

DETAILED DESCR[PTIOSJ At STA1ION: 1q 5 /,,A/ ,J 7' f r /S A r1_ ": v F&k'7'// G A/' 3 ^ ^'l ' e ^. t/Sw;

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7NEW YORK STATE PROJECT: 58- P *' _/

DEPARTMENT OF TRANSPORTATIONORDER OF

SU

ZONE. 'C

CONTROL SURVEY DATA CHIEF OF PARTY: '; i SJV51(j

BASED ON THE USGS QUAD:

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

VALUES IN SURVEY FEET

CITY, VILLAGE OR TOW COUNTY S.H. No. STATION NAME QL STATION MONUMENT TYPE

r-A f41 &/\./ 3 /9 13^-77r 1 7I A'r ^tNORTHING: j 7 f ,,€ HORIZONTAL DATUM; HAD 83/CORS 96 SURVEYING METHOD DGPS iIICONVENTIONAL

EASTING : ? 7 z a V

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

COMBINED FACTOR : o, 0 0/9 0 0 DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR . OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR: J- -^ p

3 7-7 'i .-

ESTABLISHED BY YEAR

NYSDOT

DETAILED DESCRIPTION AT STATION: r F 8 ° rt y`°s`Fr

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RTK ROVER CELL SOLUTIONS WERE USED TO ESTABLISH THE ELEVATION OFNEW PROJECT BASELINE POINT 191.

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 191 AND PASSED THROUGHNEW PROJECT BASELINE POINT 192, NEW PROJECT BENCHMARKS; 1 AND 2, ANDCLOSED BACK ON NEW PROJECT BASELINE POINT 191.

THIS LEVEL RUN CLOSED WITH AN ERROR OF 0.002 FEET, WITH AN ALLOWABLEERROR OF 0.021 FEET AND MEASURED 992± FEET IN LENGTH.

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

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NEW YORK STATE PROJECT: ADEPARTMENT OF TRANSPORTATION

ORDER OF SURVE

CONTROL SURVEY DATA CHIEF OF PARTY; '. 2 ^,`^F IBASED ON THE USGS QUAD:

NEW YORK STATE PLANE COORDINATE SYSTEM NYSDOT REGION No. 3, SYRACUSEVALUES IN SURVEY FEET

CITY, VILLAGE OR TOW COUNTY S.H. No. STATION NAME a STATION MONUMENT TYPE

NORTHING: HORIZONTAL DATUM: HAD 83/CORS 96 SURVEYING METHOD ©GPS ©CONVENTIONAL

EASTING-

ELEVATION: '15 , 77 J- h/ VERTICAL DATUM: NAVD 88 SURVEYING METHOD ©GPS WCONVENTIONAL

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT 6f

DETAILED DESCRIPTION AT STATION 11/1 1 5 U ° 'i '1 $ P / K E IA' 7'{ r y / r I

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NEW YORK STATE PROJECT: sA 1^ 0OF

DEPARTMENT OF TRANSPORTATION ONORDER SU

Z0NE: / LCONTROL SURVEY DATA CHIEF OF PARTY:

BASED ON THE USGS QUAD:

NEW YORK STATE PLANE COORDINATE SYSTEM NYSDOT REGION No. 3, SYRACUSEVALUES IN SURVEY FEET

CITY, VILLAGE OR OW ? COUNTY S.H. No. STATION NAME a3 STATION MONUMENT TYPE

NORTHING: HDRIZONTAL DATUM: HAD 83/COBS 96 SURVEYING METHOD q GPS q CONVENTIONAL

FASTING: `;'".

ELEVATION: 5 s VERTIC AL DATUM: NAVD 88 SURVEYING METHOD q GPS %CONVENTIONAL

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SC AL E FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT ^/

DETAILED AT STATION: Z 15 A{^^ ,f ^ rgDE SCRIPTIO 5 ^ ^^L6 ^i'j r

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Level Measurements of Project SABP.08_NY174 OVER NINE MILE CREEK_LEVEL Job SABPO817 Line Line 001 /2

Comment Point Id Back Fore Distance Total Dist, Height Point Class Point Subclass

► CBP191 455.065 Control Fixed in Height

CBP191 3.727 43.73d BM1 5.024 41.52

EL BM1 85.25 453.768 Measured None

I1 BM1 3.871 135.55

CBP192 5.286 162.91

CBP192 383.71 452.353 Measured NoneeI CBP192 5.349 114.55

BM2 3.887 117.76

El BM2 616.01 453.815 Measured None

BM2 4.041 168.79

CBP191 2.793 207.06

CBP191 991.86 455.065 Control Fixed in Height

Page: 1 of 1 Date: 04/17/2012 Time: 11:36:21

-P13 A

Level SummarySABPM8_NY174 OV MNE MMILE E L EL

03/15/2012 07:52:16

Information

Project name: SABP.08_NY174 OVER NINE MILE CREEK_LEVELDate created: 03/15/2012 07:38:15Application software: LEICA Geo Office 8.0

Line 001

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

991.858 ftsBFCBP191403/13/2012 17:21:448

Processing ParametersAdjustment method: by distanceProcessed with Staff Corrections: NoHeight difference: -0.002 fts

Tolerance Permitted [fts] Actual [fts] Accepted

Misclosure 0.021 -0.002

Points

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

Point Class Sd.Hgt. [fts]

CBP191 0311312012 17:21:45 455.065 - - Control -

BM1 031131201217:21:48 453.768 0.000 -1.297 Measured -

CBP192 031131201217:21:52 452.354 0.001 -1.414 Measured 0.001

BM2 0311312012 17:21:56 453.816 0.001 1.462 Measured -

CBP191 03/13/2012 17:22:00 455.065 - 1.249 Control -

file)/C:1Documents and Settings\rkokosenski\Local Settings\Temp\-Rpt\O.htm1 3/15/2012