Loading...
HomeMy WebLinkAbout2021/03/23-Attachments-2015047.12 BN-1 (PARCEL - 45S)-LEASE SURVEY.pdfNORTHEAST I PKWY m C m K 0 c us z z 0 A 41, CHA o M BLVp RD' PROJECT LOCATION NE 38TH ST JST NWNW 36TH 00 VICINITY MAP "NOT TO SCALE" FORT WORTH, TARRANT COUNTY, TEXAS LEGEND DE = INDICATES A DRAINAGE EASEMENT SSE = INDICATES A SANITARY SEWER EASEMENT UE = INDICATES A UTILITY EASEMENT BL = INDICATES A BUILDING LINE 0 XCF = INDICATES "X" CUT IN CONCRETE; FOUND o XCS = INDICATES "X" CUT IN CONCRETE SET IRF = INDICATES INCH IRON ROD FOUND IRS = INDICATES 5/8-INCH IRON ROD SET WITH PLASTIC CAP STAMPED "SHIELD ENGINEERING" J U CM = INDICATES A CONTROLLING MONUMENT Q O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS _ P.R.T.C.T. = PLAT RECORDS, TARRANT COUNTY, TEXAS z Z MAGS = MAG NAIL SET CT] MFCP = METAL FENCE CORNER POST N r CSS = COTTON SPINDLE SET OPOC = POINT OF COMMENCING 0 POB = POINT OF BEGINNING N r Q 0 Z 0 m V) 0 _z Q 0 O U) _J w U Q d w 0 80 160 1.11 GRAPHIC SCALE IN FEET 0, LINE TABLE LINE # BEARING LENGTH L1 N73°17'59"E 1.37' L2 NO3°04'56"W 10.16' L3 N83°37'18"W 1.41' L4 N70°34'31"E 2.92' L5 NO2°37'09"E 28.38' L6 N63°27'08"W 3.17' N 02013'51" E 80.10' 67 SEE NSET 'A"1 L 6!� LID / � W � M r o (0 Iz � 1 c° I ' � I L=51.13' R=565.00' A=005° 11' 05" CB=N 00°16'42" W CD=51.11' L=123.20' R=565.00' A=012° 29' 38" CB=N 10*12'22" W CD=122.96' 1&i,SHIELD ENGINEERING GROUP i " _J _J a 1TBPE FIRM #F-11039 • TBPLS FIRM #10193890 0 1600 West 7th Street, Suite 200, Fort Worth, TX 76102 • 817.810.0696 oDRAWING: 2015047.12 BN-1 (PARCEL - 45S).DWG DATE: 10/16/2020 DRAWN BY: CSW CHECKED BY: RPA 0 N S 82058'24" E 78.67' „ E S 89000'19" E N 7$ °12'34 � LCUI? 101.58' �? 1,61, TYl � C / ENSOR / ra1D 0, / 6� /SENSjR /F LUME/ /0�� (b SECURITY �c�/ SENSOR 10 FLOWER / 6 � 2 IRF TRANSFORMER l / I IN, LINK f� CE TRANSFORMER CONCRETE PAVING N 52'07'18" W 51.01' I F/ 657 — — A/C (TYP) CANOPY \ NSFORMER IS/�N I MII /I I°I SECURITY SIDEWALK /III I I SENSOR L �P656 �l /// TAB iENCEQD I O m I l I I SECURITY ) i ISISD� RETAINING \ WALLS (TYP) I CURB INLET I a ^/ G - / 1� z O l I SID ICY GN / Gt S%DI ,o carE�' I / INS T "B" U O m A/C BOLLARD GATE HANGAR RC'�R so •y 30PBI4STgPCT N S 73022'00" E 68.52' S 25007'37" E 55.22' SECURITY S 52007'18" E SENS 72 66' J60158.JJ9 5"Ft azse M4147 ).6;/ •C.J05 SqR CURITI NSOR ❑E W O C31 CO (7) 0 O 6� II 0 �------658------J �0 m dpK STORM DRAIN (TYP) BOLLARD ❑ ❑ \ E VLT — — —658— — — — — — — — — — — \6S \ 8\ METAL FENCE \ \ CONCRETE \ \ PAVING METAL FENCE \ \ 1 n )RETAINING / BOLLARD I WALLS (TYP) i /m 6bCURB INLET METAL I Z /METAL FENCE _ I \ CONCRETE I I BOC l l I\ I STORM I ISO I I \ I DRAIN I II I b o h IIZ710 m I o I I 65B c° Irma I I I i 11I I I SIDEWALK TRANiFORME, KEYPAD III � � SIDgIyALK- PARCEL '45S' STORM DRAIN (TYP) 360, 158.339 SO. FT ~ 8.268 ACRES _ — — — — — 659 — O D I I — — —659—C) m STORM m DRAIN OCK J MEACHAM AIRPORT ADDITION CAB. A, SLIDE 2445 SS So �I P.R.T.C.T [ 1 HANDICAPPED SIGN y HANGAR HANDICAPPED SIGN so D � 659 BOLLARD (TYP) BOC BOLLARD (TYP) BOC TRANSFORMER BOC _ ❑ 65g� 6601 SEC BOC �9� _ —CRETE VING PA _CON BOLLARD V SECURITY STORM DRAIN 1 SENSOR POB 112 IRF S 81 ° 16'49" W 555.44' MAPLEGEND \ I UTILITY POLE PP GUY( GUY WIRE GAS MANHOLE GAS METER LIGHT POLE GAS TEST STATION LP ® ELECTRIC METER pd GAS VALVE ❑E ELECTRIC BOX uce CABLE MARKER zo j UGE MARKER © CABLE RISER N I AIR CONDITIONER FoFIBEROPTIC J ; ® ELECTRIC VAULT MARKER �i cn I FIRE HYDRANT BOX Fo FLAG FIRE DEPARTMENT CONNECTION POLETIC P FLAG POLE Fps ® TELEPHONE PEDESTAL © WATER MANHOLE ® TELEPHONE MANHOLE WATER VALVE ® MISCELLANEOUS MANHOLE WATER METER BOLLARD \ pd IRRIGATION CONTROL VALVE SIGN ® WATER VAULT ss SANITARY SEWER MANHOLE 1�3 MAILBOX SANITARY SEWER CLEANOUT EXISTING CHAINLINK FENCE so STORM DRAIN MANHOLE EXISTING BARBWIRE FENCE �I EXISTING PIPE FENCE WOOD FENCE GA 5E�XISTING UNDERGROUND PIPELINE MARKER 5/8" IRON ROD FOUND UNLESS OTHERWISE S 89'52'21" W NOTED 80.00, POC \ O 5/8" IRON ROD WITH BLUE CAP STAMPED SHIELD ENGINEERING" UNLESS OTHERWISE NOTED STORM DRAIN BUILDING FIELD NOTES LEASE TRACT'45S' BEING THAT CERTAIN TRACT OF LAND SITUATED IN THE JOHN RINGER SURVEY, ABSTRACT NO. 1347, IN THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING APART OF BLOCK 3, MEACHAM AIRPORT ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 2445, PLAT RECORDS, TARRANT COUNTY, TEXAS (P.R.T.C.T.) AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING AT A 5/8 INCH IRON ROD FOUND FOR THE REENTRANT CORNER OF THE SAID BLOCK 3, IN THE NORTH RIGHT OF WAY LINE OF NORTHWEST 36TH STREET, FROM WHICH A 5/8 INCH IRON ROD FOUND FOR THE SOUTHWEST CORNER OF THE SAID BLOCK 3 BEARS SOUTH 89"52'21" WEST, A DISTANCE OF 80.00 FEET; THENCE OVER AND ACROSS THE SAID BLOCK 3, THE FOLLOWING COURSES AND DISTANCES: NORTH 00"49'55" WEST, A DISTANCE OF 297.57 FEET TO A 1/2 INCH IRON ROD FOR THE POINT OF BEGINNING AND BEING A PC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 565.00 FEET; WITH SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 12"29'38", A CHORD BEARING AND DISTANCE OF NORTH 10"12'22" WEST, A DISTANCE OF 122.96 FEET AND AN ARC DISTANCE OF 123.20 FEET TO AN "X" CUT SET FOR POINT FOR CORNER; NORTH 73"17'59" EAST, A DISTANCE OF 1.37 FEET TO A 5/8 INCH CAPPED MARKED "SHIELD ENGINEERING" (CIRS) FOR A POINT FOR CORNER; NORTH 03"04'56" WEST, A DISTANCE OF 10.16 FEET TO A (CIRS) FOR A POINT FOR CORNER; NORTH 83°37'18" WEST, A DISTANCE OF 1.41 FEET TO A (CIRS) FOR A POINT FOR CORNER AND A PC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 565.00 FEET; WITH SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 5"11'05", A CHORD BEARING AND DISTANCE OF NORTH 00"16'42" WEST, A DISTANCE OF 51.11 FEET AND AN ARC DISTANCE OF 51.13 FEET TO A "X" CUT SET FOR A POINT FOR CORNER; NORTH 02"15'39" EAST, A DISTANCE OF 441.70 FEET TO A (CIRS) FOR A POINT FOR CORNER; NORTH 70"34'31" EAST, A DISTANCE OF 2.92 FEET TO A (CIRS) FOR A POINT FOR CORNER; NORTH 02"37'09" EAST, A DISTANCE OF 28.38 FEET TO A (CIRS) FOR A POINT FOR CORNER; NORTH 63"27'08" WEST, A DISTANCE OF 3.17 FEET TO A (CIRS) FOR A POINT FOR CORNER; NORTH 02"13'51" EAST, A DISTANCE OF 80.10 FEET TO A (CIRS) FOR A POINT FOR CORNER; NORTH 78"12'34" EAST, A DISTANCE OF 141.61 FEET TO A (CIRS) FOR A POINT FOR CORNER; SOUTH 89°00'19" EAST, A DISTANCE OF 101.58 FEET TO A (CIRS) FOR A POINT FOR CORNER; SOUTH 82°58'24" EAST, A DISTANCE OF 78.67 FEET TO A (CIRS) FOR A POINT FOR CORNER; SOUTH 73°22'00" EAST, A DISTANCE OF 68.52 FEET TO A (CIRS) FOR A POINT FOR CORNER; SOUTH 25°07'37" EAST, A DISTANCE OF 55.22 FEET TO A (CIRS) FOR A POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS NORTH 52°07'18" WEST, A DISTANCE OF 51.01 FEET; SOUTH 52°07'18" EAST, A DISTANCE OF 72.66 FEETTO A (CIRS) FOR A POINT FOR CORNER; SOUTH 08°44'39" EAST, A DISTANCE OF 560.60 FEET TO A 5/8 INCH CAPPED IRON ROD MARKED "COFTW SURVEY DIV.- FOUND FOR A POINT FOR CORNER; SOUTH 81"16'49" WEST, A DISTANCE OF 555.44 FEET TO THE POINT OF BEGINNING AND CONTAINING 8.268 ACRES (360,158.339 SQUARE FEET) OF LAND MORE OR LESS. NOTES: 1. Basis of bearings referenced to the Texas State Plane Coordinate System, North Central Zone, NAD83 via the Trimble VRS network for North Central Texas. All distances are surface distances. 2. According to the National Flood Insurance Program, flood insurance rate map number 48439CO190L, revised March 21, 2019, the subject property lies in "Zone X", areas determined to be outside the 0.2% annual chance floodplain. 3. This survey was prepared without the benefit of a current title commitment. There may be easements and/or other matters that could exist that are not shown. Prepared for the purposes of a lease bounds survey. CERTIFICATION: THAT I, ROBERT P. ALLEN, DO HEREBY CERTIFY THAT I PREPARED THIS EXHIBIT FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS SET WERE PROPERLY SET UNDER MY PERSONAL SUPERVISION. BOLLARD (TYP) O F csT£R09� 518 CIRF f COFTW SURVEY DIV. , •••••••••••••••••••• A j��ilf( } ROBERT P. ALLEN ! °p 6495 Pv. -------------------------------- FSs _SS 0 ROBERT ALLEN <9�O SURv��o REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NUMBER 6495 INSET "A" SCALE: 1" = 20' INSET "B" SCALE: 1" = 10' 3E SURVEY SHOWING PARCEL '45 S' BEING IN THE JOHN RINGER SURVEY, ABSTRACT NUMBER A-1347, AND BLOCK 3, MEACHAM AIRPORT CABINET A, SLIDE 2445 PLAT RECORDS, TARRANT COUNTY, TEXAS CITY OF FORT WORTH TARRANT COUNTY, TEXAS