CONTROL REPORT

PIN SABP08 - ACCELERATED BRIDGESBIN 1044430

NY 281 OVER COLD BROOKTOWN OF HOMER - CORTLAND 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 CREWCI:IIEF: R.C. KOKOSENSKI

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

TABLE OF CONTENTS

PIN SABP08 - ACCELERATED BRIDGESBIN 1044430

NY 281 OVER COLD BROOKTOWN OF HOMER - CORTLAND COUNTY

INTRODUCTION

HORIZONTAL CONTROL SUMMARY

GPS POINTS WITH ADJUSTED COORDINATES AND AVERAGECOMBINED SCALE FACTOR

BASELINE DIAGRAM

BASELINE INFORMATION AND STATIONING

BASELINE DATA TIE SHEETS

VERTICAL CONTROL SUMMARY

BENCHMARK DIAGRAM

BENCHMARK DATA TIE SHEETS

DIGITAL LEVEL RUN NOTES

DIGITAL LEVEL ADJUSTMENT NOTES

SHEETS

1

2

3

4

5

6-7

8

9

10-11

12

13 of 13

GPS EQUIPMENTuI.CF.rvFRMAKE: LEICAMODEL: GS 15

SERIAL# 1505324

CONTROLLERMAKE: LEICAMODEL: CS15SERIAL# 1593321

INTRODUCTION

PIN SABP08 - ACCELERATED BRIDGESBIN 1044430

NY 281 OVER COLD BROOKTOWN OF HOMER - CORTLAND 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

2

HORIZONTAL CONTROL SUMMARY

PIN SABF08 - ACCELERATED BRIDGESBIN 1044430

NY 281 OVER COLD BROOKTOWN OF HOMER - CORTLAND COUNTY

A NEW PROJECT BASELINE WAS ESTABLISHED FOR THIS PROJECT AND CONSISTSOF NEW PROJECT BASELINE POINTS 300 AND 301.

THE AZIMUTH OF THE BASELINE WAS DERIVED FROM RTK ROVER CELLOBSERVATIONS OF BASELINE POINTS 300 AND 301.

THE RTK ROVER CELL COORDINATES OF BASELINE POINT 300 WERE HELD.

THE PROCEDURE FOR ESTABLISIIING COORDINATES FOR BASELINE POINT 301ARE AS FOLLOWS:

1. A TOTAL STATION INSTRUMENT WAS SET UP ON BASELINE POINT 300.

2. THE GPS DERIVED AZIMUTH FROM BASELINE POINT 300 TO BASELINEPOINT 301 WAS HELD.

3. A TPS MEASURED DISTANCE FROM BASELINE POINT 300 TO BASELINEPOINT 301 WAS THEN RECORDED TO ESTABLISH THE FINAL COORDINATESOF BASELINE POINT 301.

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 (COBS 96).

ALL AZIMUTHS AND BEARINGS ARE REFERRED TO GRID NORTH.

Points of Project: SABP08 NY281 OVER COLD BROOK CONTROL (Coordinate System: NY CENTRAL NAD83 G09 (2), Units: fts)

Attributes I Point td Northing Easting Ortho. Hgt. Posn. + Hgt. Qlty® CBP300 978643.196 931453.809 1159.835 0.000

CBP301 979209.497 931617.523 - -

PIN SABP08APPLIED PROIGCT COMBINED SCALE FACTOR

EQUALS 1.00000000000

3

Page: 1 of 1 Date: 04/17/2012 Time: 10:36:35

5-SABP08 — ACCELERATED BRIDGES

BIN 1044430NY 281 OVER COLD BROOK

TOWN OF HOMER - CORTLAND LAND COUNTY

z-Lt Coud i es 1 3o'

Project: SABP08_BIN_1044430_MAP_SUR_S

Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.

POINT STATIONING DISTANCE NORTHING EASTINGID (FEET) (Y) W300 10+00.000 589.606 ' 978643 1960 931453.8090

301 15+89.606 979209.6078 931617.5542

Horizontaland Vertical Alignment Review Report

Project: SABP08_BIN_1044430_MAP_SUR_S

Input Grid Factor: 1.00000000 Note: All units in this report are in feet unless specified otherwise.

Horizontal Alignment: SABP08_BI Ni 044430_BL

Horizontal Description: 2012 SURVEY BASELINE

Horizontal Style: CB

Station Northing` Eastingj`

Element: Linear

POB ( 300)

POE ( 301 )

Tangential Direction:

Tangential Length:

10+00.000

15+89.606

N 16°07'27" E

589.606

978643.1960 931453.8090

979209.6078 931617.5542

N

NEW YORK STATE ATE PROJECT; h1 1-' P CI

DE PAR I M ANT OF TRANSPORTATIO ORDER OF'v ^.ZONE:f/ 7 /^

CONTROL SURVEY DATA CHIEF OF PARTY:, MBASED ON THE USGS QUAD-.

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

VALUES IN SURVEY FEET

CITY, VILLAGE OR I OWE COUNTY S.H. No, STATION NAME It STATION MONUMENT TYPE

A- r ' : 0 J(-13C,.° '^' 2 moo o ^i C

NORTHING: 3 / I ORIZDPITAL DATUM: NAD 83 /CORS 96 SURVEYING METHOD 'CPS q CONVENTIONAL

FASTING: 9 . / ' - t^`^ . 9 er f /

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

COMBINED FACTOR s, cj 6, C. DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR: 30/ ,ry ' ( O 27 g9ESTABLISHED BY YEAR

NYSDOT ZQ/

DETAILED DESCRIPTION AT STATION: ^ ^ E i- //Lf J;^^ Y+ f/if T ft T f (,,13 / p: p%j',I

. } o r' ^^ f^ /V ' r _ 0 C, iq rte` •'-42 0 IV f`f .A `^ ?` 1^ , :, t. M. y ^"

A • z ^I °, ± S is % 0 //v7"" C "a' "̂sA ,

= / ' l , P' P4 AiV,t ,V 'CI ` ?71 r " )'C ^€7

CtliS

'^` ono C0 p/-' —

13 -

7NEW VV YORK STATE PROJECT. A x

DEPARTMENT OF TPORDER

ANSPORTATIONOF SURVEY, -rH11C

ZONE:,,: r c ^"^' ^ =' ^CONTROL SURVEY DATA CHIEF OF PARTY; A, L KOc F 4 S'/:'

BASED ON THE USGS QUAD;

NEW YORK STATE PLANE COORDINATE SYSTEMNYSDOT REGION Na. 3, SYRACUSE

VALUES IN SURVEY FEET

CITY, VILLAGE OR^ TOWN I COUNTY S.H. N o . STATION NAME 13 STATION MONUMENT TYPE

NORTHI NG: 9 79'j9 9 HORIZONTAL DATUM: NAD 83/CURS 96 SURVEYING METHOD q GPS q CONVENTIONAL

EASTING; ,' . ^d Z ¶

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

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR: :^ - ' 77 J / /

ESTABLISHED BY YEAR

NYSDOT 6' ei /°

DESCRIPTION AT STATION! L 1 S is . „ T r ` /^''^' a; ^':'dDETAILED " j /(j ' "' i ^- f 133

L'p°/ f 3 ,.^

^y

fl h^' i 4 D S ' . _ ( Ir... ..Z p''V ril :. )"4° E c .^'f"S '

!1 C ' Y p1 xdi G '."

ci -TH r. N' TC'> S F C 7°/ &v OFCCU P / /`0C K R.t0 A IVP IVE w 4'/. '/< S' TAq 7 r e• C.

77 2 s, i.

I

q j 3Zo /

0 /( r/

gU

Cho

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ri

VERTICAL CONTROL SUMMARY

PIN SABPO8 - ACCELERATED BRIDGESBIN 1044430

NY 281 OVER COLD BROOKTOWN OF HOMER - CORTLAND COUNTY

RTK ROVER CELL SOLUTIONS WERE USED TO ESTABLISH THE ELEVATION OFNEW PROJECT BASELINE POINT 300.

TITE 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 300 AND PASSED THROUGHNEW PROJECT BASELINE POINT 301, NEW PROJECT BENCHMARKS; 1 AND 2, ANDCLOSED BACK ON NEW PROJECT BASELINE POINT 300.

THIS LEVEL RUN CLOSED WITH AN ERROR OF 0.002 FEET, WITH AN ALLOWABLEERROR OF 0.023 FEET AND MEASURED 1250± FEET IN LENGTH.

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

j;; .; :.

^„

/0

NEW YORK STATE PROJECT.- S'A O PO^.

DEPARTMENT OF TRANSPORTATIONORDER

OF SURVEE: A'I-CONTROL SURVEY DATA CHIEF OF PARTY ,C e( fit; r' , '; t )

BASED ON THE USGS QUAD;

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

CITY, VILLAGE OR DWNI COUNTY S.H, No

, STATION NAME . STATION MONUMENT TYPE

NORTHING ° HORIZONTAL DATUM: NAD 83/CURS 96 SURVEYING METHOD LISPS q CONVENTIONAL

EASTING-

ELEVATION; /e 7 1 7 F/ VERTICAL DATUM: NAVD 88 SURVEYING METHOD LISPS `CONVENTIONAL

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT 20/2

DETAILED DESCRIPTION AT 7 f a p 1 , fj , f e 1// T" ''a N, 7/ ,/ 1ti y , r ` .-i,vp i 5_ c! c- T E o o , ? W AE 0 t

7- I tom° .#V ,6 &'I i7 / ' f ^G^" ^ 1 ^ ^. r r^ / ,,y

d^..c i.c P E 2 rho P .

tne° H; ! E •j~ F' G' E R^

Co "

L+-

M 1

NEW YORK STATE PROJECT: S;^i )51 ^i `

DEPARTMENT OF TRANSPORTATIONORDER OF SURVEY:

ZONE.-

CONTROL SURVEY DATA CHIEF OFBASED ON THE USGS QUAD.

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

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

13 i 2NORTHING: HORIZONTAL DATUM: HAD B3/CORS 9.6 SURVEYING METHOD q GPS LICONVENTIONAL

EASTING: i

ELEVATION: /r c. F VERTICAL DATUM: NAVD BB SURVEYING METHOD q GPS q CONVENTIONAL

COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

(GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT G /Z

DETAILED DESCRIPTION AT STATION: gI i s A 6 ^1 Ivc,° /1 771 ''" 5' f -ri ' / ..K„". y,., ,W^../// r/ / M /;, ,1 A .m '$ 1-CC rc/-j r TN EAST j p

r `. p , 6 C,C r- E Z ®, 7- F sot(, 7 H ' 6 I T° r '"C . J°/O1V 0 F 4 .

/ r r , l : KK c TA ",7-1 zs-A^

__

Ma r

Level Measurements of Project SABP.08 NY281 OVER COLD BROOK_LEVEL RUN Job COLDBROO Line Line 001

Comment Point Id Back Fore Distance Total Dist. Height Point ClassCBP300 1159.835 Control

J CBP300 3.510 18.8" BM1 6.176 25.10

+3 BM1 43.98 1157.169 MeasuredI J BM1 7.438 104.95

I I BM2 6.797 122.79 BM2 271.73 1157.810 MeasuredEl BM2 6.943 153.93v+ CBP301 4.407 233.72

CBP301 659.39 1160.346 MeasuredCBP301 4.272

El CBP300 4.781 323.28El CBP300 1250.77 1159.835 Control

Page: 1 - 1 of 1 Date: 04/04/2012 Time: 14:36:40

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Leve SummarySABPM8_NY281 OVER COLD BROOK LEVEL RUN

04/04/201214:38:411

Pro ect Information an

Project name: SABP.08_NY281 OVER COLD BROOK_LEVEL RUN

Date created: 04/04/2012 14:28:51

Application software: LEICA Geo Office 8.0

Line 001

Line length: 1250.771 fts

Method: BFStart point id: CBP300Number of stations: 4Date/time: 04/04/2012 21:14:44Number of observations: 8

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

Tolerance Permitted [fts]

Misclosure 0.023

Points

Actual [fts] Accepted0.002 %/

Point Id

CBP300BM1BM2CBP301CBP300

Epoch Height [fts] Corr [fts]Delta Hgt. Point Class Sgt [fts]

04/04/2012 21:14:45 1159.835 - - Control -

04/04/2012 21:14:48 1157169 0.000 -2.666 Measured -

04/04/2012 21:14:52 1157.810 0.000 0.641 Measured -

04/04/2012 21:14:56 1160.345 -0.001 2.535 Measured -

04/04/2012 21:15:00 1159.835 - -0.510 Control -

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