CONTROL REPORT

PIN SABP08 - ACCELERATED BRIDGESBIN 1024270

NY ROUTE 38 OVER DRY CREEKTOWN OF MORAVIA - CAYUGA 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. SALLIN

TABLE OF CONTENTS

PIN SABP08 - ACCELERATED BRIDGESBIN 1024270

NY ROUT E 38 OVER. DRY CREEKTOWN OF MORAVIA - CAYUGA COUNTY

SHEETSINTRODUCTION 1

HORIZONTAL CONTROL SUMMARY 2

GPS POINTS WITH ADJUSTED COORDINATES AND AVERAGECOMBINED SCALE FACTOR 3

BASELINE DIAGRAM 4

BASELINE INFORMATION AND STATIONING 5

BASELINE DATA TIE SHEETS 6-7

VERTICAL CONTROL SUMMARY 8

BENCHMARK DIAGRAM 9

BENCHMARK DATA TIE SHEETS 10-12

DIGITAL LEVEL RUN NOTES 13

DIGITAL LEVEL ADJUSTMENT NOTES 14 of 14

GPS EOUIPMENTRECEIVERMAKE: LEICAMODEL: GS 15SERIAL# 1505324

CONTROLLERMAKE: LEICAMODEL: CS 15SERIAL# 1593321

INTRODUCTION

PIN SABP08 ACCELERATED BRIDGESBIN 1024270

NY ROUTE 38 OVER DRY CREEKTOWN OF MORAVIA - CAYUGA 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 CS 15SERIAL# 1593317

DIGITAL LEVELMAKE LEICAMODEL DNA03SERIAL# 341729

HORIZONTAL CONTROL SUMMARY

PIN SABPO8 - ACCELERATED BRIDGESBIN 1024270

NY ROUTE 38 OVER DRY CREEKTOWN OF MORAVIA -3 CAYUGA COUNTY

A NEW PROJECT BASELINE WAS ESTABLISHED FOR THIS PROJECT AND CONSISTSOF NEW PROJECT BASELINE POINTS 325 AND 326.

THE AZIMUTH OF THE BASELINE WAS DERIVED FROM RTK ROVER CELLOBSERVATIONS OF BASELINE POINTS 325 AND 326.

THE RTK ROVER CELL COORDINATES OF BASELINE POINT 325 WERE HELD.

THE PROCEDURE FOR ESTABLISHING COORDINATES FOR BASELINE POINT 326ARE AS FOLLOWS:

I. A TOTAL STATION INSTRUMENT WAS SET UP ON BASELINE POINT 325.

2. THE GPS DERIVED AZIMUTH FROM BASELINE POINT 325 TO BASELINEPOINT 326 WAS HELD.

3. A TPS MEASURED DISTANCE FROM BASELINE POINT 325 TO BASELINEPOINT 326 WAS THEN RECORDED TO ESTABLISH THE FINAL COORDINATESOF BASELINE POINT 326.

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 (COIFS 96).

ALL AZIMUTHS AND BEARINGS ARE REFERRED TO GRID NORTH.

Points of Project: SABP08 NY38 OVER DRY CREEK CONTROL (Coordinate System: NY CENTRAL NAD83 G09 (2), Units: fts)

Attributes Point Id Northing I Easting j Ortho. Hgt. J Posn. + Hgt. Qltyu 333 MORAVIA RM1 985060.944 863920.777 759.018 0.000

121 CBP325 984717.389 863944.450 - -CBP326 985209.383 863910.022 - -

PEN SABPO8APPLIED PROJECT COMBINED SCALE FACTOR

EQUALS L11f1000000000

[ Page: 1 of 1 Date: 04/17/2012 Time: 09:59:48

PIN SABP08-ACCELERATED BRIDGES

BIN 1024270NY ROUTE 38 OVER DRY CREEK

TOWN OF MORAVIA — CAYUGA COUNTY

gipt .ordinates ' ri.

Project: SABP08_BIN_l 024270_MAP_SUR_S

Alignment Name: SABP08_BIN_1024270_BL

j Point Northing Easting I Elevation Style Description

325 984717.3743 863944.4506 761.070 CB

326 985209.3830 863910.0220 754.617 CB

Table of Clearances Controll Line

CONTROL LINE DATA - SABP08 BIN_1024270_BL

POINT ID STATION ING DISTANCE (FEET) NORTHING (Y) ^ FASTING (X)325 10+00.000 493.212 ' 984717.3743 863944.4506

326 14+93.212 985209.3830 863910.0220

Horizontal Ahgnment Review Report

Project: SABP08_BI N_1024270_MAP_S U R_S

Alignment Name: SABP08_BIN_1024270_BL

Alignment Description: 2012 SURVEY BASELINE

Alignment Style: CB

_ JL No:r g _ w^ .astingÎ Station Northin E

Element: Linear

POB ( 325) 10+00.000 984717.3743 863944.4506

POE ( 326) 14+93.212 985209.3830 863910.0220

Tangential Direction: N 4°0010" W

Tangential Length: 493.212

O

NEW YORK STATE PROJECT f` (3 G'DEPARTMENT OF TRANSPORTATION

ORDER OF SURVEY- t /.6^

CONTROL SURVEY DATA CHIEF OF PARTY. ', kXC "/ t/ /BASED ON THE USGS QUAD.

NEW YORK STATE PLANE COORDINATE SYSTEMVALUES IN SURVEY FEET

NYSDOT REGION No. 3, SYRACUSE

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

t.. 1F /" A t//A ^^^ I^ cF / } 1 r ' 3 Z /^- 00 0 ^' A C LC rte,NORTHING: 7/7 3 7/ d HORIZOI^.TAL DATUM: HAD 83/CURS 96 SURVEYING METHOD XGPS q CONVENTIONAL

'+^FASTING° ^ . ` / rP V

EL E VAT ION : VERTICAL DATUM: NAVD 88 SURVEYING METHOD q GPS DCONVENTIONAL

COMBINED FACTOR : Js c ,

6 DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING ,: GRID DISTANCE

ELLIPS. REDUCTION FACTOR: e ^ ĵ ^,, 9 ?̂ L̂L! ^O '

ESTABLISHED BY YEAR

NYSDOT ^J ^' •

DETAILED DESCRIPTION AT STATION y8 ' d" I ° /i` l L4 d,^ , P, .^..13/7

t`

I: lF

4 d'Qe'' 1,y t- .' i^ r+ 120A/

A^^ 1^; 1^„r' dam'° c 7"" J .".

T.' '.

M.. y^G^ ^''G6t" I

"^•"^l..A!J'°"

^•' C.r !/—:Frr' ! /& i^L`±g Y r 'L '' 1^.1 /i' SP ///4.e, e^^'k;' + 9d'^L^l.f^,ir &r' "f^'^r^,;°.•^..d3 P ^d a. , ^ /\, '^' ^°

rr

te' C t%/ '^,F..7J f

^' M •• ' ls."f fi' .^i

_-___i:L A , L+Y

6 .—1

0-Pi

,1 /^ /̂ 4 ra

5/ f 0 `

/

Sri 5 ^

I

NEW YORK STATE E PR O JECT » 5A t/DEPARTMENT OF TRANSPORTATION ATION

ORDER OF SURVEY:)/Jfl

CONTROL SURVEY DATA CHIEF OF PARTY» /'^} ^,!' _ ELI_.BASED 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. N o , STATION NAME STATION MONUMENT TYPE

V//i C Y 1 J 2NORIHINGc %? 3 pA HORIZONTAL DATUM: WAD 83/CORS 96 SURVEYING METHOD q GPSf1OCONVENTIONAL

FASTING» ^ A 6 . ( .. Z', `ELEVATION: VERTICAL DATUM: NAVD B8 SURVEYING METHOD q GPS q CONVENTIONAL

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

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS, REDUCTION FACTOR: 5 O °- OO w / t 9, ^; , ,' / ,FiESTABLISHED BY YEAR

NYSDOT 2 0

DETAILED DESCRIPTION AT STATION:

/- /' 7", /)P ° G' d I r P t9 I7/ Pn/ r ' I rf~ zp F N kV.a t' / 4l-1.., E: 2' 2 F1' No -rh` o F ri-/ ; 6fl^p ` , • g° 5 , e G r / v t P IV /i PF 1 D? Q

rr 1 C U 7

A

(g_Ise ^•C4Aly 4 ; 'r

• /'^a Tr A,

1I

1

I-

-

VI\tI f6t7 S7^ d^

rii

VERTICAL CONTROL SUMMARY

PIN SABP08 - ACCELERATED BRIDGESBIN 1024270

NY ROUTE 38 OVER DRY CREEKTOWN OF MORAVIA - CAYUGA COUNTY

RTK ROVER CELL SOLUTIONS WERE USED TO ESTABLISH THE ELEVATION OF ARECOVERED NEW YORK STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION FLOOD PLAIN ELEVATION MARK MORAVIA RM1.

INFORMATION PERTAINING TO FLOOD PLAIN ELEVATION MARK MORAVIA RMIWAS NOT MADE AVAILABLE BY THE NYSDEC.

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 FLOOD PLAIN ELEVATION MARK MORAVIA RM1AND PASSED THROUGH NEW PROJECT BASELINE POINTS; 325 AND 326, NEWPROJECT BENCHMARKS; 1 AND 2, AND CLOSED BACK ON FLOOD PLAINELEVATION MARK MORAVIA RM1

THIS LEVEL RUN CLOSED WITH AN ERROR OF 0.003 FEET, WITH AN ALLOWABLEERROR OF 0.021 FEET AND MEASURED 1062± FEET IN LENGTH.

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

/0

NEW YORK STATE PROJECT: S V̂:' /'^ 0RV

DEPARTMENT OF TRANSPORT ATIOORDER OF SU

Z0NE: IL^^?^

CONTROL Su RVEY DATA CHIEF OF PARTY: ,

NEW YORK STATE PROJECT: Sfip1 X1 3r, n r ORDERDEPARTMENT OF 1 IRAN SPODE II ATION OF SURVEY:

J /.. ^;ZONE: , VIV C. i - ' f

CONTROL 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 (TOW J COUNTY S.H. N o , STATION NAME 3 STATION MONUMENT TYPE

NORTHING- HORIZONTAL DATUM: NAD 83/CORE 96 SURVEYING METHOD LI GPS q CONVENTIONAL

EASTING.

ELEVATION: 7(T f// VERTICAL DATUM: NAVO 88 SURVEYING METHOD q GPS q CONVENTIONALI COMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

(GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELL IPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT x

DETAILED DESCRIPTION AT STATION: / 1 I S A & N IS F 19 "X" Qi>° "p^^/ E A ! 7 fE E p die° E S r S r 2. -L t I ,

\ 'Y M PF LT `I_^ .^. ..^... -...._.

_.__

IIRIHYIPlR A wr G,

8M I

12.

NE W YORK STATE P130JECT: 13P "ID ^^ ART MENT OF I RA SP' OR A IO ORDER OF SURVEY: y----^1C L l^_7 0 N E ° TrV T^A L

CONTROL SURVEY DATA CHIEF OF PARTY: ,^''^ °` 5 ^t `BASED ON THE USGS QUAD:

NEW YORK STATE PLANE COORDINATE SYSTEM NYSDOT REGION No. 3, SYRACUSE

VALUES IN SURVEY FEET

CITY, VILLAGE OR'TOW,N COUNTY S,H. N. STATION NAME @ STATION MONUMENT TYPE

//i +', V/ b/^IC s': e"i^^t'T /O/ !JM f/P C.^ ""r o-^NORTHING: HORIZONTAL DATUM: HAD 83/COBS 96 SURVEYING METHOD q GPS q CONVENTIONAL

EASTING:

ELEVATION: 7 5 z I' VERTICAL DATUM: NAVD 88 SURVEYING METHOD LOPS JTONVENTIONALCOMBINED FACTOR DISTANCES & DIRECTIONS TO BACKSIGHTS AND FORESIGHTS

GRID SCALE FACTOR OBJECT GRID BEARING GRID DISTANCE

ELLIPS. REDUCTION FACTOR:

ESTABLISHED BY YEAR

NYSDOT 2A C

DETAILED DESCRIPTION AT STATION: aAV? / `='d /J/ C /. SE7 ( A/ 'r v^ -^"^/r -- C I ^","^«'^^f, . fC" ^ 6 r/.".F 7 JHr ^^ ' r p (/ .r L' 12/1 T° /c/ N A ,i.- P /:4 .. c' (, A r r1 a

r

'^^. r C i /1)f. A r `La ! a ? , f c ^°^ — -1 SJ s ry; / '/ ' /w / /"W'

` //E 3i 1A/. V.• /V 'S ^-„

B -

Lo MdLL.0I p F/ /.. L. MORp

L l`i i i rA

LICNT P1)ft —^

Level Measurements of Project SABP.08_NY38 OVER DRY CREEK_LEVEL RUN Job DRYCREEK Line Line 001 1 3

Comment Point Id Back Fore Distance Total Dist, Height Point Class Point SubclassMORAVIA RM1 759.018 Control Fixed in HeightMORAVIA RM1 5.662 107.93BM1 1.844 84.31

El BM1 192.25 762.836 Measured NoneQ BM1 2.792 81.72121 CBP325 4.557 70.9021 CBP325 344.86 761.071 Measured None

CBP325 3.623 225.51eJ BM2 8.488 196.66

BM2 767.02 756.206 Measured NoneEl BM2 5.172 76.58

CBP326 6.758 69.50CBP326 913.11 754,620 Measured None

El CBP326 6.445 77.2321 MORAVIA RM1 2.044 71.409 MORAVIA RM1 1061.74 759.018 Control Fixed in Height

Page: 1 of 1 Date: 04/24/2012 Time: 13:59:07

--Page--4--o-f

/ 0. / 9

•rrtren it h-i^- to be ntht

Geos ys ►ants

Level SummarySABP.08 NY38 OVER DRY CREEK LEVEL RUN

04/03/2012 07:18:08

Project Information

Project name:Date created:Application software:

Line 001

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

SABP.08_NY38 OVER DRY CREEK LEVEL RUN04/03/2012 07:09:16LEICA Geo Office 8.0

1061.745 ftsBF

MORAVIA RM1504/03/2012 01:46:3010

Processing ParametersAdjustment method: by distanceProcessed with Staff Corrections: NoHeight difference: 0.003 fts

Tolerance Permitted [fts] Actual [fts]Misclosure 0.021 0.003

Points

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

MORAVIA RM1 04/03/2012 01:46:31 759.018 - -BM1 04/03/2012 01:46:34 762.835 -0.001 3.817CBP325 04/03/2012 01:46:38 761.070 -0.001 -1.765BM2 04/03/2012 01:46:42 756.204 -0.002 -4.866CBP326 04/03/2012 01:46:46 754.617 -0.003 -1.586MORAVIA RM1 04/03/2012 01:46:50 759.018 - 4.401

AcceptedV

Point ClassSd. Hgt. [fts]

Control -Measured 0.002Measured -Measured -Measured -Control -

file://C: \Documents and Settings\rkokosenski\Local Settings\Temp\—Rpt\0.html 4/3/2012

file://C: