CONTROL REPORT MILL CREEK, PA. PROJECT #0778.07 …REPORT MILLCREEK SITE, ERIE, PA. National...
Transcript of CONTROL REPORT MILL CREEK, PA. PROJECT #0778.07 …REPORT MILLCREEK SITE, ERIE, PA. National...
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GREENHORNE & O'MARA. INC.
CONTROL REPORT
MILL CREEK, PA.PROJECT #0778.07
Prepared for
NUS CORPORATION
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GREENHORNE & O'MARA. INC.
REPORTMILLCREEK SITE, ERIE, PA.
National Geodetic Survey Stations ARP -1956 and Control Point F 1963were used as fixed control for this traverse. They were establishedby the National Geodetic Survey Airport Survey Section and are locatedalong a runway of the Erie International Airport. Permission to usethe marks was obtained from a Mr. Coffman who is Chief of the ErieAirport Authority. The runway along which the marks are set was closeddown to air traffic until we had finished our work, thanks again toMr. Coffman. 12 traverse stations were established on this projectusing railroad spikes, iron pipes and rebar. These marks are describedfor future recovery.
A compass rule adjustment was performed on the traverse with a closureof 1:61,000.
Control Point F 1963 was used as the base for levels, the elevationof the mark was established by the National Geodetic Survey and theelevation is 727.54 feet. A loop of approximately 5.5 miles was ranbeginning and closing on Control Point F 1963 with a closure of16 millimeters.
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MILLCREEZ SITEPA.
ICo/jTRoLPoluT F1163
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riOAA FORM 76-69 U> S; DEPARTMENT OF COMMERCE(1 1_77) NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NATIONAL OCEAN SURVEY
AIRPORT SURVEY CONTROL DATA
YEAR
196?
Section I - GENERAL INFORMATION (Complete in Field)NAME OF STATION
CONTROL POINT FCITY STATE
ERIE PA.
AIRPORT
ERIE INTERNATIONAL AIRPORTCHIEF OF PARTY
VICTOR E. SERENA
LOCATION METHOD:OTHEODOLITE| 1 PLANETABLE||PHOTOGRAMMETRIC
DESCRIPTION SKETCH
The station is located at the ErieInternational Airport near Runway End 20,It is 100 feet easterly of the center-line of the runway and 53 • 7 feet south-erly of the line of asphalt at the .endof the runway,extended. The mark is acopperweld pipe set in a one foot squareof concrete and stamped "CON. PT, F" .
Mf f=
RECOVERED AS DESCRIBED 19 _Z2, 19 ^ 19 . -, 19 ———, 19Section II - CONTROL DATA (Complete in Office)
x 1,341,013.48LATITUDE 42 05 12.8272
LONGITUDE 80 10 40.2553
Probable Accuracy: ?<>*"'">" - Less than 3rd Order.Elevation - Less than 3rd Order.
3rd Order or better.3rd Order or better.
Section III - SURVEY DATA (Complete in Office)
OBSERVED STATION DIRECTIONDISTANCEFt. (Grid)
AZIMUTH(Grid)
ft nn ft &LLU $WSITJfiwl a 11^
NOAA FORM 7»-<IO
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HOAA FORM 76-69 U. Sj DEPARTMENT OF COMMERCE(11-771 NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NATIONAL OCEAN SURVEY
AIRPORT SURVEY CONTROL DATA
YEAR
1963Section I - GENERAL INFORMATION (Complete in Field)NAME OF STATION
CONTROL POINT FCITY STATE
ERIE PA.
AIRPORT
ERIE INTERNATIONAL AlhKK'iCHIEF OF PARTY
VICTOR E. SER£NA
LOCATION METHOD:
Kit THEODOLITE
r~] PLANETABLE| 1 PHOTOGRAMMETRIC
DESCRIPTION SKETCH
The station is located at the ErieInternational Airport near Runway End 20,It is 100 feet easterly of the center-line of the runway and 53.? feet south-erly of the line of asphalt at the endof the runway,extended. The mark is acopperweld pipe set in a one foot squareof concrete and stamped "CON. PT. F".
RECOVERED AS DESCRIBED 19 79, 19 ^ 19 ———, 19 ———, 19 ———.Section II • CONTROL DATA (Complete in Office)
GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATION
LATITUDE 42 05 12.827?. X 1,341,013.48 </ FEET STATE PA 727.54 --EET
LONGITUDE 80 10 40.2553 708,887.31* GRID ZONE North
Probable Accuracy: 08"*0" - Less than 3rd Order. 3rd Order at better. XElevation - Less than 3rd Order. 3rd Order or better.
tction Ml - SURVEY DATA (Complete in Office)
OBSERVED STATION DIRECTIONDISTANCEFt. (Grid)
AZIMUTH(Grid)
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r%-J«M Ct.GS-6380 «•*• DEPARTMENT OF COMMERCEI1.4O ' CS*A
.V . '• COA»T ANO GCOOCTIC SUKVCV
AIRPORT SURVEY CONTROL DATASection I . GENERAL INFORMATION (Complete in Field)NAME OF STATION
JJIP 1956CITY
ErieSTATE
Pa.
AIRPORT
Port ErieCHIEF OF PARTYHenry j. BOZZO
LOCATION METHOD: i
Q2 THEODOLITEQPLAMETABLC||PHOTOGRAMMETRIC
DESCRIPTION SKETCH
station is located at the E edge ofrunway 2-201 in the N end of theconcrete base of runway light #330}566 ft. N of the intersection of thecenterlines of runways 2-20 and 10-28j2 ft. E of the runway edge. Th« markis a standard topo. disk stamped,ABP 1956, set in a drill hole in theconcrete.
Recovered ad described 9/67.
Recovered in good oundiaion August 1971*Recovered in good condition Oct/1983. APF¥.H. Reynolds ,
RECOVERED .AS .rffiSCBIBm 12/79 JWBURADJaSTED FIELD POSITIONSUNLESS OTHERWISE NOTED
Section il - CONTROL DATA (Complete in Office)GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATION
LATITUDE 42 04 56.2832 </ x 1,340,643.18 • FEET STATE Pennsyvania 727.78 FEET
LONGITUDE 80 10 44.59 707,222.35 GRID ZONE North
Probable Accuracy: P05"'00 - L*** th«n'3rd Order. 3rd Order oe better. X£lev«tion • Less than 3rd Order. 3rd Order or better. C
Section III - SURVEY DATA (Complete in Office. Not for public distribution)
OBSERVED STATION DIRECTIONDISTANCEFt. (Grid)
AZIMUTH(Grid)
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f'I"J«M C1CS-A380 U.S. DEPARTMENT OF COMMERCE•IJ.««» ' C»»A
./ . »• • COAST AND eCOOKTIC SUHVBY
AIRPORT SURVEY CONTROL DATA
YEAR•"•""•
- WS.cti.n I . GENERAL INFORMATION (Complete in Field)NAME OF STATION
JJIP 1956CITY
ErieSTATE
Pa.
AIRPORT
Port ErieCHIEF OF PARTY
Henry J. Bozzo
LOCATION METHOD:
O THEODOLITE
I1PLANETABLE
I|PHOTOCRAMMETRIC
DESCRIPTION I SKETCH
The station is located at the E edge ofrunway 2-2O; in the N end of theconcrete base of runway light #33O;566 ft. N of the intersection of thecenterlines of runways 2-20 and 10-28 j2 ft. E of the runway edge. Tk« markis a standard topo. disk stamped,ARP 1956, set in a drill hol» in theconcrete.
Recovered a4 described 9/67.
Recovered in good aondiwion August 1971Recovered in good condition Oct/1983. APFtf. H.Reynolds ,
RECOVERED, AS .IffiSCHIlEp 12/Z9 J' BUNADlUSTEb FIELD POSITIONSUNLESS OTHERWISE NOTED
Section II - CONTROL DATA (Complete'in Office)GEODETIC POSITION STATE COORDINATES GRID DATA MSL ELEVATIONQ
LATITUDE 42 04 56.2832 •/ X 1,340,643.18 FEET STATE Pennsyvania 727.78
LONGITUDE 80 10 44.59 707,222.35 GR.OZONE North
Probable Accuracy P°s"'on - Less than '3rd Order. 3rd Order of better. X.Elevation - Less than 3rd Order. 3rd Order or better. X
uction III - SURVEY DATA (Complete in Office. Not for public distribution)
OBSERVED STATION D.RECT.ONDISTANCE AZIMUTH
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STATION 1
E: 1341154.9AN: 709269.03Azimuth 1-2 245 08 46.6Distance 1-2 2612.336 FT
Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located on the SE side of HWY 5 and NW of the chainlink fence around the airport. It is 9.65 FT SE of a N/W nailed on whiteline at edge of blacktop, 27.2 FT NW of the tenth metal pole in the fenceline, 27.4 FT NW of the eleventh metal pole in the fence. Note count thecorner pole also.
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STATION 2
E: 1343525.335N: 710367.003Azimuth 2-3 245 17 07.1Distance 2-3 1822.246 FT.Elev. 726.047 FT.
Station is marked by a PK nail driven into the asphalt on the SEside of HWY 5 directly in front of the J.W. Kinem Co., Radio, Appliance andTelevision Shop. It is 4.4 FT NW of powerpole # 3837 with a N/W and FT Wof NW corner of building.
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STATION 3
E: 1345180.665N: 711128.884Azimuth 3-5 245 07 11.1Distance 3-5 2480.322 FTElev. 716.992 FT
Station is marked by a railroad spike driven into the asphalt at thesoutheast corner of the intersection of highway 5 and Linden Ave. It is3.6 FT NW of powerpole #3601 and 5.95 FT NW of street sign pole 'LindenAve".
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STATION 4
E: 1345852.229N: 709722.237Azimuth 4-3 154 28 24.4Distance 4-3 1558.708*RT
Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located about 200 yards west of a ball field whereLinden Ave. makes a 90 degree turn from SE to NE. It is 96.4 FT S of SEcorner of chainlink fence around airport approach lite, 96.4 FT E of NWcorner of chainlink fence around approach lite, and 29.3 FT N of top centerof a steel culvert.
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STATION 5
E: 1347430.786N: 712172.413Azimuth 5-6 242 19 56.1Distance 5-6 1392.884 FT
Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the surface of the ground. It is located on the SE side of HWY 5 nearthe SW end of 2 rail white fence that is about 110 feet long. It is 7.3 FTNW of powerpole # 3217 with N/W and 5.9 FT SE of a N/W nailed to the edgeof road on white stripe, 115 FT SW of Oregon Ave.
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STATION 6
E: 1348664.401N: 712819.190Azimuth 6-7 336 46 12.3Distance 6-7 1337.945 FT
with te5 and Harper Street. 21 2 r wsu "f1" °f the int«"ection of HWYpowerpole # G-IS with N/W. Powerpole #8037 with N/W, 29.3 FT E of
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STATION 7
E: 1349192.116N: 711589.713Azimuth 7-8 321 41 54.5Distance 7-8 804.476 FT
Station is marked by a 1-inch galvanized iron pipe 2 feet in lengthand driven flush with the surface of the ground. It is located on thesoutlwest side of Harper St. 270 FT NNW of W 17th St., 44.7 feet NE offence corner surrounding superior refuse building, 20 feet W of centerlineof Harper St., 9 FT NE of guy wire at its base and 5.2 feet SE of powerpole #1602.
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STATION 8
E: 1349690.730N: 710958.393Azimuth 8-9 330 46 59.3Distance 8-9 657.976 FT.
Station is marked by a 1/2 inch iron rebar 2 feet in length drivenflush with the ground surface. It is located in a cleared area that isadjacent and northeast of the Ryder truck repair compound. It is 530 feetSE of the intersection of Harper and W 17th Streets, 121 Feet SW of the SWcorner of a greenish-blue trailer house and 62 feet NW of end of black 3 FTmetal culvert that is lying on the ground along side of several aluminumculverts.
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STATION 9
E: 1350011.899N: 710384.126Azimuth 9-10 62 30 28.8Distance 9-10 2168.858 FT.
station is marked by a 2 foot long 3/4 inch iron pipe that is drivenflush with the ground. It is located on the south shoulder of the railroadtrack. 18.6 FT SE of E rail of tracks. 60.7 FT N of a telephone pole witha nail and washer and 29.9 FT SW of a telephone pole with N/W.
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STATION 10
E: 1348087.959N: 709382.927Azimuth 10-11 63 13 16.8Distance 10-11 3363.943 FT.
Station is marked by a 2 foot long 3/4 inch iron pipe that is drivenflush with the ground. It is located on the south shoulder of the railroadtrack at the edge of the grass. 20.5 FT SE of E rail of RR track and 12.9FT NW of telephone pole. It is 3365 FT North East of HWY 299 bridge overthe railroad.
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STATION 11
E: 1345084.787N: 707867.319Azimuth 11-12 175 06 37.3Distance 11-12 1326.566
Station is marked by a PK nail driven in the NE sidewalk of a bridgeover railroad tracks on HWY 299 just NE of the airport. It is located inthe center of the walk 57 paces SE of the NW end of the bridge and almostdirectly over the west rail of the center set of tracks.
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f STATION 12
E: 1344971.715N: 709189.057Azimuth 12-4 238 48 13.4Distance 12-4 1029.362
Station is marked by a 2 foot long 3/4 inch iron pipe driven flushwith the ground. It is located near the north end of the Erie Airport onthe north side of HWY 299 at the outside of a sharp curve. It is 4.5 feetNW of the SE one of two black and yellow striped caution signs. 15.4 FT Eof a N/W in edge of pavement and about 30 FT W of centerline of approachlites.
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BENCH MARK: RR SPIKEELEV. 716.053 FT
Bench mark is a RR spike driven into powerpole number 3102 at theintersection of Harper and W 17th Street. It is 1.3 feet above surface ofthe ground on the southwest side of the intersection.
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