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HomeMy WebLinkAbout1995 (Box 1 #35) Skydive Plat of Survey5" OAK 4' OAKS ---- SET IRC SET IRC LB 4644 mow` S aoswolo ��� �a��42�. �� LB 464-4 4" OAK � ,' � 75 GRAPHIC SCALE 0 4 6" OAK a ep m f 0' 4" OAK 3c a 4s .so so �20 4 OAK < :air mv { 4" OAK ( IN FEET alLr,a, o 1 inch = 30 ft_ OVZ�t { O 9 WC tvr �1 G l V7 { x I zi yUc -iI :. ()AK I ° Ea o v ht a T� o < T n r\r\ITIr\KI n I I n Kir\^ n /�/-�F Fit_)r_-n �\/ r_-I n Tin K1 ^j��\�n.l� /r_- Inif� 51 yE�QC w h LJ LJ I I I \J I V !-\ L_ L _1" \ t V V 1"\ i \,(l l � i� L_ LJ �� I L_ � � !"'\ ! 1 /-� i V � (\ I L,/ I V L_ � i l V v. O 0 v i FOUNDIRC ; ! 9.L ID N C t . ! FOUND IRC I .- a LB 4644 LB 4644 I o A O N 89.50'46" E 100.00' ' S 89.50'46" W 14 5.00' r uj 0-4 CD x h +d yy I f I �a z ' � 0 3 � � � ✓T � Q coy � o n _--- S 86'39'37 E 94.64' z ! =1 I W TOP OF BANK �3e it w Z 0) a C� TOE Y. a' -._ N 89'50'46" E 200 96' w PARCEL B _ - P ---- ^�a -- - - ---- -- aA - .- -- _- - - - - - - - - - ---- - - - - - - _ - ._.------ 2 C�- 42 R.C.. PC. C - - - - -- - - - -- -- _ - - - - - - - ---- --- -- - - - f T- ; _ Q \ 0 = TOE of BANK, - - --- - ' CD S 89.50'46" W 200.96' BEGINNING Cr TOP OF PARCEL C Z BANK i f L] o POINT OF `� s�' A 52 81 W i C BEGINNING 8 5 W 95.7 '-_ -----."" 8•2Q 32 o PARCEL B --'�`� 'N S 7 00 �Z�aQ 49. m m � m m 0 w g 0 auj ta. w v Is I CIO wz� POINT OF BEGINNING PARCEL A h 7 5' I J S 89'50'46" W 100.00' FD CM N 89W46" E 42&W FD CM G�y •�`�' m C m w 0) K I /- \ T ^ ! i ' - r1 I ! I r-`\ r - r\ wCL 1 14\1 I .;`..JL-;V! V ILJL_LJ _ O r 0 A A v 1 A r-)^i:7R% v i i1rN -`{ o LC -��n o Ix w 00 Q. Z 0 PARCEL A: PARCEL C:o Z o w Z f7 100- INGRESS / EGRESS EASEMENT 15' WIDE MAINTENANCE EASEMENT C4 FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818.81 FEET ON SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818.81 FEET ON N 89'50'46"E SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND CAI. NOTES: ROAD, THENCE N 04'48'59" W A DISTANCE OF 514.65 FEET ON SAID ROAD, THENCE N 04'48'59" W A DISTANCE OF 514.65 FEET ON SAID 644.46' CENTERLINE, THENCE N 89`50'46" E A DISTANCE OF 644.46 FEET, CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644,46 FEET, *THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET; THENCE N T- �: m (fi POINT � THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET TO THE POINT � - � FD CM THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II .� Q OF BEGINNING; THENCE S 89'50'46" W A DISTANCE OF 100.00 89'50'46" E A DISTANCE 4F 425.00 FEET; THENCE N 00'09'14" W PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL z A DISTANCE OF 143.64 FEET TO THE POINT OF BEGINNING; THENCE S FEET; THENCE N 00'09'14" W A DISTANCE OF 307.00 FEET; THENCE COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL C) N 89'50'46" E A DISTANCE OF 100.00 FEET; THENCE S 00'09'14" 89'50'46" W A DISTANCE OF 200.96 FEET; THENCE N 00.09'14" W SPECIFICATIONS OF GEODETIC CONTROL. SURVEYS, DATED FEBRUARY 1974, LEGEND CI- a E A DISTANCE OF 307.00 FEET TO THE POINT OF BEGINNING. A DISTANCE OF 15,00 FEET; THENCE N 89'50'46" E A DISTANCE OF N. NORTH N THE TRUE POINT OF BEGINNING.S. Z iU SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS E. EAST W a. Cl) PARCEL B: OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, �-� W � v) CONTAINING 3,014 SQUARE FEET, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC W. WEST I- w Z � IRC IRON ROD AND CAP O c, MAINTENANCE EASEMENT O CONTROL SURVEYS, DATED FEBRUARY 1974'.S tY Oho r p LB LICENSED BUSINESS it 3" NO. NUMBER CL Z (-r FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED r, • THE LAST DATE OF FIELD WORK: 6-23-93 a. }ct - S AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID LEGAL DESCRIPTION O R/w RIGHT OF WAY 0 a U � O A• CM CONCRETE MONUMENT SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818.81 FEET ON • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: p W W � SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELANG FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED MEAS. MEASURED J Z p � 0 AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID THE SOUTH LINE OF THE ABOVE SURVEY BEING N 89'50'46" E. P.U. D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT 0 � d 0 B1 ROAD, THENCE N 04'48'59' W A DISTANCE OF 514.65 FEET ON SAID p ,�'� CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644.46 FEET, SECTION 29, RUN SOUTH 44 DEGREES 21 MINUTES 28 SECONDS EAST FD, FOUND 0 oan W �. � THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET; THENCE N $18.81 FEET ON SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE O.R.B. OFFICIAL RECORD BOOK Nb INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY L+- Lr 00`09'14" W A DISTANCE OF 92.11 FEET TO THE POINT OF OF ROSELAND ROAD, THENCE NORTH 04 DEGREES 48 MINUTES 59 SECONDS P.R.M. PERMANENT REFERENCE MONUMENT 1� j p I`l') U BEGINNING; THENCE N OOro9'14" W A DISTANCE OF 79.60 FEET, WEST 514.65 FEET ON SAID CENTERLINE, THENCE NORTH 89 DEGREES 50 AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS p.C,P. PERMANENT CONTROL POINT a w m U C kl MINUTES 46 SECONDS EAST 644.46 FEET, THENCE NORTH 00 DEGREES 09 SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. Q �: = Cr) THENCE N 72 824'54" E A DISTANCE OF 87.62 FEET; THENCE S BM BENCHMARK � • • _ MINUTES 14 SECONDS WEST 849.00 FEET TO TRUE POINT OF BEGINNING, DISTANCE E A DISTANCE OF 94.64 FEET; THENCE S 69'44'0 A E . THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE F.F. FINISH FLOOR r• C� A A DISTANCE OF 49.06 FEET; THENCE S 00'09'14" E A DISTANCE OF THENCE NORTH 89 DEGREES 5D MINUTES 46 SECONDS EAST 425.00 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929. ELEV. ELEVATION t� W Z }: mTO A POINT WHICH LIES 75.00 FEET WEST OF THE CENTERLINE OF AN r� C'4 I- 62.21 FEET; THENCE S 78'20 32" W A DISTANCE OF 49.58 FEET; E.O.P. EDGE OF PAVEMENT r Q y THENCE N 81'41'01" W A DISTANCE OF 95.75 FEET; THENCE S EXISTING AIRPORT TAXIWAY, THENCE NORTH 00 DEGREES 09 MINUTES 14 • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY �\ © (n 00 W 72'40'02" W A DISTANCE OF 84.52 FEET TO THE TRUE POINT OF SECONDS WEST 407.00 FEET, THENCE SOUTH 89 DEGREES 50 MINUTES 46 FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT � W[ •• j BEGINNING. SECONDS WEST 425.00 FEET, THENCE SOUTH 00 DEGREES 09 MINUTES 14 FD CM AS SHOWN. '- W F^ Q Q W w SECONDS EAST 407.00 FEET TO TRUE POINT OF BEGINNING. F- 403101B.DWG DISK#144 CONTAINING 18,213 SQUARE FEET. CONTAINS 3.97 ACRES MORE OR LESS <v z � 0 � � c„ OAK 4„ OAKS ` SET IRC LB 4644 "` S 89OW46w W ,��425.W 4" OAK 6' OAK ; 0°0 4" tiAK. + i i 4" OAK 4" ()Ar: I 4" OAK d � f Q (D 4" OAK + A r1n1-1-1rNK I A I I A K I17-� A Fin+ I9L}r-r1 r-+te n TI A K 1 ^����ir�,1 tr- 1K IIN r-t L1 L1 I I I U I V /-1 L_ L J`� ! V L i✓ !-1 _� Vi V 1 I L_ L� Li I .: L-`> t-1 I I» I V r ! LJ I V L_ , t V v. FOUND IRC LB 4644 N 89'50'46" E 100.00' S 89'50'46" W 4 5.00' � + 1 i i t SET IRC LB 4644 , a - GRAPHIC SCALE I i '. O 75' 3C 0 15 30 60 120 99 a p d aj ii � ���� ��+ Tr17 ) ( o+° °C " o E I 1lG o Mtn < U arm I inch = 30 ft. ooOr; O'C CD Z oEq-� 6 aI 1� O d Qi o e a OA.E r d ®q y <r+ "V w cwc,5 tWtJr O FOUND IRC �. 0 - V LB 4644 ._ tr UC a � I I 1 a a Y 3 ^p m rn dz O o a $ ~ 01 m O I CO 16 U. � w i 0 S 86'39'37" E , i z 2 - _ ___��5 4 9.,o w W ' �j 7 TOP OF BANK ¢`3" U C� W N LIj 2 ti C Y, TOE OF N 89'50' 46" E 200, 96' til Ti5=-j C7 _._._._ PARCEL B - - - - -- -,� 4RP 2 .C.. FMCn-C- C� W N --- --- -- �j _- -_ 3 _ a ' - roE OF BANK _. �- - o S 89'50'46" W 200.96' O PSTOF BEGINNING j! w �J rOP OF / I PARCEL C 1 BANK z + i :¢ C o POINT OF �.� �2 NV ___- W BEGINNING W 84 W 95. 75 s -- �" a 20 3 o PARCEL B , 02 49 58 o �0 z z sc i Y x m a a o o r o $ CIA BEGINNING PARCEL A S 89'50'46" W 100.00' 11 N 89'50'46"E 644, 46' POINT OF 403101B.DWG DISK#144 FD CM IN 0 �a r4 0 PARCEL A: 100' INGRESS J EGRESS EASEMENT Yr FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818,81 FEET ON SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND ROAD, THENCE N 04'48'59" W A DISTANCE OF 514.65 FEET ON SAID CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644.46 FEET, THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET TO THE POINT OF BEGINNING; THENCE S 89'50'46" W A DISTANCE OF 100.00 FEET; THENCE N 00'09'14" W A DISTANCE OF 307,00 FEET; THENCE N 89'50'46" E A DISTANCE OF 100.00 FEET; THENCE S 00'09'14" E A DISTANCE OF 307.00 FEET TO THE POINT OF BEGINNING - PARCEL 8: MAINTENANCE EASEMENT FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818,81 FEET ON SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND ROAD, THENCE N 04'48'59` W A DISTANCE. OF 514.65 FEET ON SAID CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644.46 FEET, THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET; THENCE N 00'09'14" W A DISTANCE OF 92.11 FEET TO TIME POINT OF BEGINNING; THENCE N 00'09'14" W A DISTANCE OF 79.60 FEET; THENCE N 72 824'54" E A DISTANCE OF 87.62 FEET; THENCE S 86*39*37" E A DISTANCE OF 94.64 FEET; THENCE S 69'44'03" E A DISTANCE OF 49.06 FEET; THENCE S 00°09'14" E A DISTANCE OF 62.21 FEET; THENCE S 78'20'32" W A DISTANCE OF 49.58 FEET; THENCE N 81'41'01" W A DISTANCE OF 95.75 FEET, THENCE S 72'40'02" W A DISTANCE OF 84.52 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 18,213 SQUARE FEET. N 89W46* E 425-W LJ I V i IJ L_ LJ Ins v n�i"iv PARCEL C: 15' WIDE MAINTENANCE EASEMENT FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED AS FOLLOWS. BEGINNING AT THE MOST WESTERLY CORNER OF SAID SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818.81 FEET ON SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND ROAD, THENCE N 04'48'59" W A DISTANCE OF 514.65 FEET ON SAID CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644.46 FEET, THENCE N 00'09'14' W A DISTANCE OF 849.00 FEET; THENCE N 89'50'46" E A DISTANCE OF 425.00 FEET; THENCE N 00'09'14" W A. DISTANCE OF 143.64 FEET TO THE POINT OF BEGINNING; THENCE S 89'50'46" W A DISTANCE OF 200.96 FEET; THENCE N 00'09'14" W A DISTANCE OF 15,00 FEET; THENCE N 89'50'46" E A DISTANCE OF 200.96 FEET; THENCE S 00'09'14" E A DISTANCE OF 15.00 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 3.014 SQUARE FEET LEGAL DESCRIPTION FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID SECTION 29, RUN SOUTH 44 DEGREES 21 MINUTES 28 SECONDS EAST 818,81 FEET ON SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND ROAD, THENCE NORTH 04 DEGREES 48 MINUTES 59 SECONDS WEST 514.65 FEET ON SAID CENTERLINE, THENCE NORTH 89 DEGREES 50 MINUTES 46 SECONDS EAST 644.4.6 FEET, THENCE NORTH 00 DEGREES 09 MINUTES 14 SECONDS WEST 849.00 FEET TO TRUE POINT OF BEGINNING, THENCE NORTH 89 DEGREES 50 MINUTES 46 SECONDS EAST 425.00 FEET TO A POINT WHICH LIES 75.00 FEET WEST OF THE CENTERLINE OF AN EXISTING AIRPORT TAXIWAY, THENCE NORTH 00 DEGREES 09 MINUTES 14 SECONDS WEST 407.00 FEET, THENCE SOUTH 89 DEGREES 50 MINUTES 46 SECONDS WEST 425.00 FEET, THENCE SOUTH 00 DEGREES 09 MINUTES 14 SECONDS EAST 407.00 FEET TO TRUE POINT OF BEGINNING, CONTAINS 3.97 ACRES MORE OR LESS O rJ 0 K) FD CM FD CM FD CM a+ 75' GENERAL NOTES: • THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS 11 PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS, DATED FEBRUARY 1974. • THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC CONTROL SURVEYS. DATED FEBRUARY 1,974'. • THE LAST DATE OF FIELD WORK: 6-23-93 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: THE SOUTH LINE OF THE ABOVE SURVEY BEING N 89'50'46" E. •NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. *THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. I LEGEND N. NORTH S. SOU TH E EAST W. WEST IRC IRON ROD AND CAP LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM CONCRETE MONUMENT MEAS. MEASURED P,U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK. P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV, ELEVATION E.O.P. EDGE OF PAVEMENT H �V) I a' � MM� I � Of i � z V) < ° z o , a a �n L.Lj J ct Ca w a: to w z W O it: :4 Cr W :E 0 tn W -1 CJ V) W CD CD Lt< 0; rD c3 Q W CJ) = r- W Z W h- a W w - a} a it i>CT � 0. a U ,VU^ J YS/�{ 475- 470 31. of