syracuse, n.y. 13202 region 3- n.y.s.d.o.t. survey unit ... · horizontal control summary 2 gps...
TRANSCRIPT
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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
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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
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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
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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.
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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
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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
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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
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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
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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.
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NEW YORK STATE PROJECT: S V̂:' /'^ 0RV
DEPARTMENT OF TRANSPORT ATIOORDER OF SU
Z0NE: IL^^?^
CONTROL Su RVEY DATA CHIEF OF PARTY: ,
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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_^ .^. ..^... -...._.
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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
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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
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•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 -
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