SURVEYOR S REPORT VERTICAL CONTROL FOR CONSTRUCTION C-44 PROJECT

Transcription

1 Post Office Box 1469 Palm City, FL Martin: Fax: Statewide: SURVEYOR S REPORT VERTICAL CONTROL FOR CONSTRUCTION C-44 PROJECT The purpose of this effort was to establish vertical control for the STA construction project at the C-44 project site per the following specifications: 1. The specifications were to construct two (2) National Geodetic Survey (NGS) Class B rod marks. The marks shall be 9/16 stainless steel rod driven to refusal or 80 feet, whichever occurs first. The marks shall include NGS style Access Covers with designations stamped in space provide on lid. Marks will be constructed to NGS specifications. (NOAA Manual NOS NGS 1 Geodetic Bench Marks). 2. Locations of new marks to be near the following geographical locations: a N, W b N, W. c. Actual locations to be field determined and approved by the District s Project Surveyor and Project Manager. 3. New elevations and verification of existing bench mark elevations will be determined by differential leveling beginning at NGS Bench Mark F008 (NGS PID AF7686) running through existing bench marks Allap 12, Allap 11 and Allap 10 to new bench mark a in item 2 above, continuing around the eastern side of the project area to NGS control point F012 (NGS PID AF7689) thence Southwesterly along Citrus Boulevard to existing bench mark STU APPELBAUM, continuing Southwesterly to Minute Maid Road then north along Minute Maid Road to new bench mark b in item 2 above, thence proceeding north, then west along Minute Maid road and through existing bench marks J , J and J closing on NGS bench mark E 616 (NGS PID DI6628). Two (2) cross canal connections shall be made from NGS bench mark M 522 (NGS PID AJ8247) to NGS bench mark F012 and from NGS bench mark L 522 (NGS PID AJ8246) to bench mark STU APPELBAUM. 4. All Leveling shall meet or exceed NGS 2 nd Order, Class II closure criteria. (+-8mm*sqrt of Km run or *sqrt of miles run). Also, all level runs shall meet or exceed NGS Second Order Class 2 procedures (with the exception of the blue booking process and double running of line segments). 5. Horizontal positioning of the 2 new rod marks to be determined by observing each point for a minimum of 4.0 hours and submitting the data with pictures and how to reach descriptions to NGS OPUS DB (Online Positioning Users Service Data Base) for publication of solutions in their database. The first effort was the canal crossing bench run that was performed on 10/1-10/ The run started at NGS benchmark K CERP PID AJ8260 ran through NGS benchmark L CERP PID AJ8246 checking in with feet. This segment of the bench run was

2 done using a Leica NA 3003 digital level. From the aforesaid L 522 benchmark we proceeded with the canal crossing portion of the bench run utilizing a Topcon AT-G2 self-leveling conventional level. We then set a turning point on the north top of bank of the C-44 canal. We then switched back to the NA 3003 digital level and continued the bench run through USACOE Stu Applebaum 2012 and NGS Control Point F PID AF7689. We then proceeded back to the Topcon self-leveling level and crossed back south across the C-44 Canal where we then switched back to the NA 3303 digital level. We proceeded on to NGS bench mark M CERP PID AJ8247 checking in with feet error. We then went to NGS bench mark N CERP PID AJ8248 closing with feet total error for a run of 3.92 miles. The next effort was to construct 2 NGS Class B Rod marks. This done on October 16-17, The marks are designated as South Florida Water Management District Control Point C- 44 STA 2013 CP-1 and South Florida Water Management District Control Point C-44 STA 2013 CP-2. On October 21, 2013 the 2 points were occupied with GPS receivers for approximately 5.5 hours each. This data was summited and accepted to OPUS DB on October 30, NGS PID BBDH04 and BBDH05 respectively were assigned to the 2 new marks. The bench run was started on October 14, 2013nd completed on 10/31/2013. This bench run began on NGS Control Point GS 16 PID AJ5267, ran through NGS Control Point F008 PID AF7686. The bench run then proceeded through SFWMD Bench Marks ALLAP 12, ALLAP 11, ALLAP 10 and ALLAP 9. Then through South Florida Water Management District Control Point C-44 STA 2013 CP-1 and on to NGS Control Point F PID AF7689. The bench run then proceeded through STU APPELBAUM, South Florida Water Management District Control Point C-44 STA 2013 CP-2, J , J and J closing on NGS bench mark E 616 (NGS PID DI6628) and then NGS bench mark F 616 (NGS PID DI6630). The above data was combined with digital level data from 2001 which ran from NGS Control Point GCY D08 PID AJ5250 to NGS Control Point F PID AF7689 as well as with digital level data from 2004 that commenced at NGS bench mark R 543 (NGS PID AJ8524) and went through the aforesaid bench marks GS 16, F 008, ALLAP 12, ALLAP 10 and F012 and then closed on NGS bench mark H 516 (NGS PID A524). This data was all combined and adjusted using the STARNET least squares adjusting software. The closure of the data was at ft * sqrt mile. This exceeded the required +-8mm*sqrt of Km run or *sqrt of miles run. K:\ HDR Engineers - C-44 Vertical Control\Documents\Surveyors Notes\Surveyors Report C-44 Vertical Control.docx

3 The following stations were held as fixed in the STARNET adjustment: Elev Description K CERP NGSPID AJ L CERP NGSPID AJ M CERP NGSPID AJ N CERP NGSPID AJ GCY D GS 16 NGSPID AJ F008 NGSPID AF E NGSPID DI F NGSPID DI R 543 NGSPID AJ J 543 NGSPID AJ F007 NGSPID AJ GS 15 NGSPID DI H 516 The following elevations were determined by the adjustment: Adjusted Elevation Description USACOE STU-APPLEBAUM F012 NGSPID AF SFWMD ALLAP SFWMD ALLAP SFWMD ALLAP SFWMD ALLAP SFWMD CONTROL POINT STA 2013 CP SFWMD CONTROL POINT STA 2013 CP GPS OFFSET TRAV CONTROL POINT J GPS OFFSET TRAV CONTROL POINT J GPS OFFSET TRAV CONTROL POINT J K:\ HDR Engineers - C-44 Vertical Control\Documents\Surveyors Notes\Surveyors Report C-44 Vertical Control.docx

4 Certification (Not valid without the Signature and Original Raised Seal of a Florida Licensed Surveyor and Mapper) I hereby certify that the Specific Purpose Survey of the property shown and described hereon was completed under my direction and said Survey is true and correct to the best of my knowledge and belief. I further certify that this Survey meets the Minimum Technical Standards for Surveys set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 5J-17, Florida Administrative Code, pursuant to Section 472.O27 Florida Statutes. No search of the public records has been made by this office. The survey is based on information furnished by client or client's representative. 10/31/2013 Date of survey Peter Andersen Professional Surveyor and Mapper Florida Certificate No K:\ HDR Engineers - C-44 Vertical Control\Documents\Surveyors Notes\Surveyors Report C-44 Vertical Control.docx

5 SURVEY DATASHEET ( Version 1.0 ) Page 1 of 1 12/27/2013 SURVEY DATASHEET (Version 1.0) PID: BBDH04 Designation: SFWMD CONTROL POINT C-44 STA 2013 CP-1 Stamping: CONTROL POINT C-44 STA 2013 CP-1 Stability: Monument will probably hold position well Setting: Galvanized steel rod without sleeve (10FT+ or 3.048M+) Description: FROM THE INTERSECTION OF SW WARFIELD BLVE (SR 710) AND SW CIRUS BLVD (CR 726) GO 4.9 MILES ALONG SW CITRUS BLVD TO AN UN-NAMED DIRT ROAD ON LEFT; THENCE NOTHERTHERLY THEN WESTERLY ON SAID UN-NAMED DIRT ROAD, FOR 4.9 MILES TO STATION ON THE RIGHT. STATION 280 FEET MORE OR LESS EAST OF A FENCE CORNER, 7.2 FEET SOUTH OF A CARSONITE POST SET IN A BARBED WIRE FENCE LINE; 10.5 FEET NORTH OF AN OVERHEAD POWERLINE AND 31 FEET NORTH OF A 10 FOOT WIDE SHELL ROCK ROAD. Observed: T13:07:00Z Source: OPUS - page Close-up View REF_FRAME: NAD_83(2011) EPOCH: SOURCE: NAVD88 (Computed using GEOID12A) UNITS: m SET PROFILE DETAILS LAT: 27 5' " ± m LON: ' " ± m ELL HT: ± m X: ± m Y: ± m Z: ± m ORTHO HT: ± m UTM 17 SPC 901(FL E) NORTHING: m m EASTING: m m CONVERGENCE: POINT SCALE: COMBINED FACTOR: CONTRIBUTED BY PETEA GCY, Incorporated SFWMD CONTROL POINT C-44 STA 2013 CP-1 Horizon View Map data 2013 Google Report a map error The numerical values for this position solution have satisfied the quality control criteria of the National Geodetic Survey. The contributor has verified that the information submitted is accurate and complete.

6 SURVEY DATASHEET ( Version 1.0 ) Page 1 of 1 12/27/2013 SURVEY DATASHEET (Version 1.0) PID: BBDH05 Designation: SFWMD CONTROL POINT C-44 STA 2013 CP-2 Stamping: CONTROL POINT C-44 STA 2013 CP-2 Stability: Monument will probably hold position well Setting: Stainless steel rod without sleeve (10FT+ or 3.048M+) Description: FROM THE INTERSECTION OF SW WARFIELD BLVD (SR 710) AND SW CITRUS BLVD (CR 726) GO ALONG SAID SW CITRUS BLVD FOR 1.8 MILES TO MINUTE MAID ROAD ON LEFT (A DIRT ROAD) THENCE GO NORTH ON SAID MINUTE MAID ROAD FOR 2.0 MILES TO STATION ON RIGHT. STATION IS 47 FEET EAST OF CENTERLINE OF MINUTE MAID ROAD; 9.6 FEET WEST OF A CARSONITE POST SET IN THE WEST TOP OF BANK OF THE INTAKE CANAL AND IS 595 FEET MORE OR LESS SOUTH OF THE FPL TRANSMISSION LINES. Observed: T13:52:00Z Source: OPUS - page Close-up View REF_FRAME: NAD_83(2011) EPOCH: SOURCE: NAVD88 (Computed using GEOID12A) UNITS: m SET PROFILE DETAILS LAT: 27 3' " ± m LON: ' " ± m ELL HT: ± m X: ± m Y: ± m Z: ± m ORTHO HT: ± m UTM 17 SPC 901(FL E) NORTHING: m m EASTING: m m CONVERGENCE: POINT SCALE: COMBINED FACTOR: CONTRIBUTED BY PETEA GCY, Incorporated SFWMD CONTROL POINT C-44 STA 2013 CP-2 Horizon View Map data 2013 Google Report a map error The numerical values for this position solution have satisfied the quality control criteria of the National Geodetic Survey. The contributor has verified that the information submitted is accurate and complete.

7 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: STU APPLEBAUM SECTION: 35 TOWNSHIP: 39 RANGE: 39 Established by Recovered by GCY, INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 23 / 2013 FIELD BOOK 1508 PAGE 60 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF HWY 710 (S.W. WARFIELD BLVD) AND S.W. CITRUS BLVD. (SR 726) PROCEED EASTERLY ALONG S.W. CITRUS BLVD FOR.5 MILES TO THE INTERSECTION WITH COUNTY RD 726 AND TURN LEFT. PROCEED NORTHEASTERLY ALONG COUNTY ROAD 726 FOR 3.3 MILES TO THE MARK ON THE LEFT. MARK IS SET IN THE NORTHEAST ABUTMENT OF A CONCRETE BRIDGE OVER A CANAL.

8 COUNTY: MARTIN PROJECT: C-44 DESIGNATION:SFWMD Control Point C-44 STA 2013 CP-2 SECTION: 28 TOWNSHIP: 39S RANGE: 39E Established by GCY, INC. Recovered by NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE10/21 / 2013 FIELD BOOK 1461 PAGE STATE PLANE COORDINATES X Y EL LATITUDE LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD (CR726) GO ALONG SAID S.W. CITRUS BLVD. FOR 1.8 MILES TO MINUTE MAID ROAD ON LEFT (A DIRT ROAD) THENCE GO NORTH ON SAID MINUTE MAID ROAD FOR 2.0 MILES TO THE STATION ON RIGHT. STATION IS 47 FEET EAST OF CENTERLINE OF MINUTE MAID ROAD; 9.6 FEET WEST OF A CARSONITE POST SET IN THE WEST TOP OF BANK OF THE INTAKE CANAL AND IS 595 FEET MORE OR LESS SOUTH OF THE FPL TRANSMISSION LINES.

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11 COUNTY: MARTIN PROJECT: C-44 DESIGNATION:SFWMD Control Point C-44 STA 2013 CP-1 SECTION: 14 TOWNSHIP: 39S RANGE: 39E Established by GCY, INC. Recovered by NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE10/21/ 2013 FIELD BOOK 1461 PAGE STATE PLANE COORDINATES X Y EL LATITUDE LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD (CR726) GO 4.9 MILES ALONG S.W. CITRUS BLVD. TO AN UN-NAMED DIRT ROAD ON THE LEFT; THENCE NORTHERLY THEN WESTERLY ON SAID UN-NAMED DIRT ROAD FOR 4.9 MILES TO THE STATION ON THE RIGHT. STATION 280 FEET MORE OR LESS EAST OF A FENCE CORNER, 7.2 FEET SOUTH OF A CARSONITE POST SET IN A BARBED WIRE FENCE LINE; 10.5 FEET NORTH OF AN OVERHEAD POWERLINE AND 31 FEET NORTH OF A 10 FOOT WIDE SHELL ROAD.

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14 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: J SECTION: 16 TOWNSHIP: 39 RANGE: 39 Established by Recovered by GCY,INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 29 / 2013 FIELD BOOK 1508 PAGE 64 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. MARTIN HWY AND S.W. ALLAPATTAH ROAD IN MARTIN COUNTY, FLA. PROCEED SOUTH ALONG S.W. ALLAPATTAH ROAD FOR 6 MILES TO THE INTERSECTION WITH MINUTE MAID ROAD. TURN LEFT AND PROCEED FOR 3.0 MILES TO THE MARK ON THE LEFT. STATION REFERENCES ARE AS FOLLOWS, 115 DEG AZ FOR 17.5 FEET TO A YELLOW GATE POST, 0 DEG AZ FOR 14.8 FEET TO YELLOW GATE POST AND 155 DEG AZ FOR N40.8 FEET TO A WOODEN POWER POLE.

15 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: J SECTION: 17 TOWNSHIP: 39 RANGE: 39 Established by Recovered by GCY,INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 29 / 2013 FIELD BOOK 1508 PAGE 64 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. MARTIN HWY AND S.W. ALLAPATTAH ROAD IN MARTIN COUNTY, FLA. PROCEED SOUTH ALONG S.W. ALLAPATTAH ROAD FOR 6 MILES TO THE INTERSECTION WITH MINUTE MAID ROAD. TURN LEFT AND PROCEED FOR 2.0 MILES TO THE MARK ON THE LEFT.

16 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: J SECTION: 17 TOWNSHIP: 39 RANGE: 39 Established by Recovered by GCY,INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 30 / 2013 FIELD BOOK 1508 PAGE 65 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. MARTIN HWY AND S.W. ALLAPATTAH ROAD IN MARTIN COUNTY, FLA. PROCEED SOUTH ALONG S.W. ALLAPATTAH ROAD FOR 6 MILES TO THE INTERSECTION WITH MINUTE MAID ROAD. TURN LEFT AND PROCEED FOR 1.0 MILES TO THE MARK ON THE LEFT. STATION REFERENCES ARE AS FOLLOWS, 0 DEG AZ FOR 12.9 FEET TO CHAIN LINK FENCE, 90 DEG. AZ. FOR 27.7 FEET TO NORTH END OF HEADWALL AND 180 DEG. AZ. FOR 80.0 FEET TO CENTERLINE OF MINUTE MAID ROAD.

17 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: F012 SECTION: 31 TOWNSHIP: 39 RANGE: 40 Established by Recovered by GCY, INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 16 / 2013 FIELD BOOK 1283 PAGE 23 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD. (DR 726) GO 4.9 MILES ALONG S.W. CITRUS BLVD TO THE STATION ON THE RIGHT. THE STATION LIES 0.1 MILE EAST OF S.W. CITRUS BLVD., 0.3 MILE WEST OF THE ENTRANCE TO MARAN GROVE CORP., FEET SOUTH-SOUTHWEST OF A WOOD POWER POLE, FEET EAST OF A METAL F.D.O.T. WITNESS POST, 37.3 FEET SOUTH OF THE SOUTH EDGE OF PAVEMENT AND NORTH OF A CARSONITE WITNESS POST.

18 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: ALLAP 12 SECTION: 31 TOWNSHIP: 38 RANGE: 39 Established by Recovered by GCY, INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 14 / 2013 FIELD BOOK 1508 PAGE 54 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD. (DR 726) GO 4.9 MILES ALONG S.W. CITRUS BLVD TO AN UN-NAMED DIRT ROAD ON THE LEFT; THENCE NORTHERLY, THEN WESTERLY ON SAID UN-NAMED ROAD FOR MILES TO THE STATION. SAID STATION BEING APPROX. 1.0 MILE EAST OF S.W. ALLAPATAH ROAD (S.R. 609).

19 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: ALLAP 11 SECTION: 33 TOWNSHIP: 38 RANGE: 39 Established by Recovered by GCY, INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 15 / 2013 FIELD BOOK 1508 PAGE 55 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD. (DR 726) GO 4.9 MILES ALONG S.W. CITRUS BLVD TO AN UN-NAMED DIRT ROAD ON THE LEFT; THENCE NORTHERLY, THEN WESTERLY ON SAID UN-NAMED ROAD FOR 9.27 MILES TO THE STATION. SAID STATION BEING APPROX. 2.1 MILES EAST OF S.W. ALLAPATAH ROAD (S.R. 609).

20 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: ALLAP 10 SECTION: 33 TOWNSHIP: 38 RANGE: 39 Established by Recovered by GCY, INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 15 / 2013 FIELD BOOK 1508 PAGE 55 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD. (DR 726) GO 4.9 MILES ALONG S.W. CITRUS BLVD TO AN UN-NAMED DIRT ROAD ON THE LEFT; THENCE NORTHERLY, THEN WESTERLY ON SAID UN-NAMED ROAD FOR 8.36 MILES TO THE STATION. SAID STATION BEING APPROX MILES EAST OF S.W. ALLAPATAH ROAD (S.R. 609).

21 COUNTY : MARTIN PROJECT: C-44 DESIGNATION: ALLAP 9 SECTION: 3 TOWNSHIP: 39 RANGE: 39 Established by Recovered by GCY, INC. NAME OF QUADRANGLE: INDIANTOWN SURVEYOR Andersen DATE 10 / 16 / 2013 FIELD BOOK 1508 PAGE 56 STATE PLANE COORDINATES X Y EL LATITUDE N LONGITUDE FROM THE INTERSECTION OF S.W. WARFIELD BLVD. (S.R. 710) AND S.W. CITRUS BLVD. (DR 726) GO 4.9 MILES ALONG S.W. CITRUS BLVD TO AN UN-NAMED DIRT ROAD ON THE LEFT; THENCE NORTHERLY, THEN WESTERLY ON SAID UN-NAMED ROAD FOR 7.36 MILES TO THE STATION. SAID STATION BEING APPROX MILES EAST OF S.W. ALLAPATAH ROAD (S.R. 609).