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Home My WebLink AboutZ-6781-B Map 402'23' 100 0 100 GRAPHIC SCALE IN FEET BASIS of BEARING ASTRONOMIC AZIMUTH Based on GPS Observation at Latitude N 34'42'45.38" & Longitude W 092'27'58.49' on April 18, 2000. LEGEND X FOUND COTTON PICKEN SPINDLE • FOUND REBAR o SET 1/2 -INCH REBAR w/YELLOW CAP (LS663) -e- U11UTY POLE -0 UTIUTY POLE w/TRANSFORMER GUY DOM ANCHOR - AERIAL POWER LINE T- UNDERGROUND TELEPHONE LINE -W WATER UNE • BORE HOLE w/ELEVATIGN * FENCE x-550 CONTOUR LINE (1' Interval) Datum: NGVD 29 EL. 550.00 ELEVATION IN FEET - Datum: NGVD 29 TELECORP's LEASE AREA LIMITS EDGE OF EXISTING GRAVEL SURFACE M ww _7 J N 01'51'17" E 5.00' O Existing Self 0 Support Tower Timber ;I ;, SIDEYARD SETBACK LINE ii I1� 11 ALLTEL'S 20' WIDE ALLTEL'S LEASE /, ,0 ACCESS/UTILITY EASEMENT AREAi, II POINT OF BEGINNINGv Hp01NT OF BEGINNING 30'x38.50' ALCTEL LEASE AREA 20'x21' ACCESS/UTIUTY EASEMENT 1 (ALLTEL) INSET ENLARGED PLAN SCALE: 1 " = 20' PARENT DEED: WARRANTY DEED BOOK 892 PAGE 625 The East Half of the NE/4 NE/4 Sec 23 and the East 641 feet of the South 263.32 feet of the SE/4 SE/4 Sec. 14 all in T -1-N, R -14-W in Pulaski County, Arkansas and more particularly described as follows: Beginning at the SE Comer of the SE/4 SE/4, Sect 14, T -1-N, R -14-W proceed South 1310.76 feet to a point said point being the SE Comer NE/4 NE/4, Sec. 23, T -1-N, R -14-W; thence S 89 degrees 15 min. West 641.05 feet to a point; thence N 00 degrees 01 min West 1310.885 feet to a point said point being on the North line of said NE/4 NE/4 Sec 23; thence N 00 degrees G6 min East 263.32 feet to a point, thence 89 degrees 16 min East 641.00 feet to a point said point being on the East line of said SE/4 SE/4 Sec. 14; thence South 263.32 feet to the Point of Beginning containing 23.1727 acres more or less and providing a Right of Access over upon and across the North 25 feet thereof to Tract 6. METES AND BOUNDS DESCRIPTION FOR 100 -FOOT BY 100' FOOT TELECORP LEASE AREA A portion, 10,000 square feet square feel/0.230 acres, more or less, out of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of Section 23, Township 1 North, Range 14 West of the Fifth Principal Meridian, Pulaski County, Arkansas, more particularly described as follows: COMMENCING at a found one-half inch diameter rebar at the Southeast Comer of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4); THENCE North 88 degrees 08 minutes 43 seconds West, 337.76 feet along the South line of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17 seconds East, 5.00 feet to a found one-half inch diameter rebar and the POINT OF BEGINNING; THENCE North 88 degrees 08 minutes 43 seconds inch diameter rebar, THENCE West, 100.00 feet to a found one-half North 01 degrees 51 minutes 17 seconds East, 100.00 feet; THENCE South 88 degrees 08 minutes 43 seconds East, 100,00 feet to a found one-half inch diameter rebar, THENCE South 01 degrees 51 minutes 17 seconds West, 100.00 feet to the Point of Beginning. METES AND BOUNDS DESCRIPTION FOR 20 -FOOT WIDE TELECORP ACCESS/UTILITY EASEMENT A portion, 25,583 feet/0.587 acres, more or less, out of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of Section 23, Township 1 North, Range 14 West of the Fifth Principal Meridian, Pulaski County, Arkansas, more particularly described as follows: COMMENCING at a found one-half inch diameter rebar at the Southeast Comer of said Northeast Quarte (NE/4) of the Northeast Quarter (NE/4); THENCE North 88 degrees 08 minutes 43 seconds West, 337.76 feet along the South line of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17 seconds East, 5.00 feet to a found one-half inch diameter rebor and the POINT OF BEGINNING; THENCE North 01 degrees 51 minutes 17 seconds East, 20.00 feet; THENCE South 88 degrees 08 minutes 43 seconds East, 317.60 feet; THENCE North ori degrees 22 minutes 51 seconds East, 941.38 feet; THENCE South 88 degrees 37 minutes 09 seconds East, 20.00 feet; THENCE South 01 degrees 22 minutes 51 seconds West, 961.54 feet; THENCE North 88 degrees 08 minutes 43 seconds West, 337.76 feet to the Point of Beginning. I\HERITAGE\27477 -11-2000 10:00 AM HARNESS METES AND BOUNDS DESCRIPTION FOR 20 -FOOT WIDE ACCESS/UTILITY EASEMENT 1 (ALLT A portion, 427 square feet square feet/0.010 acres, more or less, out of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of Section 23, Township 1 North, Range 14 West of the Fifth Principal Meridian, Pulaski County, Arkansas, more particularly described as follows: COMMENCING at a found one-half inch diameter rebar at the Southeast Corner of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) , THENCE North 88 degrees 08 minutes 43 seconds West, 33776 feet along the South line of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17 seconds East, 5.00 feet to a found one-half inch diameter rebar and the POINT OF BEGINNING; THENCE North 84 degrees 23 minutes 25 seconds West, 22.14 feet; THENCE North 06 degrees 21 minutes 58 seconds East, 20.00 feel; THENCE South 84 degrees 23 minutes 25 seconds East, 20.56 feet; THENCE South 01 degrees 51 minutes 17 seconds West, 20.04 feet to the Point of Beginning. METES AND BOUNDS DESCRIPTION FOR 20 -FOOT WIDE ALLTEL ACCESS/UTILITY EASEMENT A portion, 25,583 feet/0.587 acres, more or less, out of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of Section .23, Township 1 North, Range 14 West of the Fifth Principal Meridian, Pulaski County, Arkansas, more particularly described as follows: COMMENCING at a found one-half inch diameter rebar at the Southeast Corner of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4); THENCE North 88 degrees 08 minutes 43 seconds West, 337.76 feet along the South line of sold Northeast Quarter (NE/4) of the THENCE North O1 degrees 51 minutes 17 Northeast Quarter (NE/4); g seconds East, 5.00 feet to a found one-half inch diameter rebar and the POINT OF BEGINNING; THENCE North 01 degrees 51 minutes 17 seconds East, 20.00 feet; THENCE South 88 degrees 08 minutes 43 seconds East, 317.60 feet; THENCE North 01 degrees 22 minutes 51 seconds East, 941.38 feet; THENCE South 88 degrees 37 minutes 09 seconds East, 20.00 feet; THENCE South 01 degrees 22 minutes 51 seconds West, 961.54 feel; THENCE North 88 degrees 08 minutes 43 seconds West, 337.76 feet to the Point of Beginning. METES AND BOUNDS DESCRIPTION FOR 30 -FOOT BY 38.5 FOOT LEASE AREA (ALLTEL A portion, 1155 square feet square feet/0.026 acres, more or less, out of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of Section 23, Township 1 North, Range 14 West of the Fifth Principal Meridian, Pulaski County, Arkansas, more particularly described as follows: COMMENCING at o found one-half inch diameter rebor at the Southeast Comer of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) ; THENCE North 88 degrees 08 minutes 43 seconds West. 337.76 feet along the South line of said Northeast Quarter (NE/4) of the Northeast Quarter (NE/4); (HENCE North 01 degrees 51 minutes 17 seconds East, 5.00 feet to a found one-half inch diameter rebor; THENCE North 84 degrees 23 minutes 25 seconds West, 22.14 feet to the POINT OF BEGINNING; THENCE North 83 degrees 38 minutes 02 seconds West, 30.00 feet; THENCE North 06 degrees 21 minutes 58 seconds East, 38.50 feet: THENCE South 83 degrees 38 minutes 02 seconds East, 30.00 feet; THENCE South 06 degrees 21 minutes 58 seconds West, 38.50 feet to the Point of Beginning. & 20' WIDE INGRESS/EGRESS PLAT OF SURVEY ALLTEL Mobile Communications, Inc. Site Name: Lawson Road Cell Site Pulaski County, Arkansas 25.00' I Existing One -Story - Brick Veneer Residence �^ n I o� TOWER: �"2 0 `$ Latitude: c Longitude: West 092'27'58.49" g 340 zo North 34'42'45.47" z West 092'27'59.05" SETBACK LINE TYP. I COORDINATES AT THE CENTER OF AN EXISTING TOWER: NAD 27 Coordinates: Lane & ' Latitude: North 34'42'45.14" Longitude: West 092'27'58.49" NAD 83 Coordinates: (Measured) Latitude: North 34'42'45.47" Longitude: West 092'27'59.05" NGVD 1929 Elevation: I I I i i I Ground: 548.6 feet Top of Concrete Foundation: 551.7 feet Top of Tower 854.0 feet Top of Highest Appendage: 857.0 feet REFER TO INSET ENLARGED PLAN THIS SHEET W M IDENTIFIABLE POINT Centerline Alpine Lane & ' Centerline Colonel Glenn ) I I 1 , I N 89'16' E 641.00' I I I I I (Record) S 88.08'45" E 641.00' (Measured) C I ' North Line o! W W Parent Deed 3 I I I i i I O I i 1 I 1 I 1 1 Z I I 1 1 1 I ,%4500) C, Existing O Mobile Home W (76.2' x 15.8') I I 1 I I I Existing Mobile Home V) (68.0' x 13.7') I I W J W J U W Q U Q I X 22 8' d C Z W W Z 3 W O W Z o .-i O' W o Q CL M �' 33.9' 1- 0 O I- W a I h Z W W J 3 W O N I - Q W ,%4500) C, J O Parent Deed W O 88'08'43" E 317.60' _ 57. 523 S24 V) M In 8.1 I I 229.82' FROM TOWER TO PARENT PARCEL 251.31' FROM LEASE LINE TO PARENT PARCEL 1 I TELECORP LEASE AREA AREA: 10,000 S.F./0.230 ACRES (Reference Document 4) S 88'08'43" E 100.00' 1 Inv 462.5 q�l I Inv. 464.5 Inv 464.4 I 'I( 11 I I Liz Gate 25.00' ALL DISTANCES SHOWN FROM TOWER ARE FROM FACE OF TOWER 8837'09" E 20.00' 475.9 474.3 SOUTH 1310.76' T(Measured) S 01'22'52' W 1316.7 ' (Measured) El 465.2 -Inv. 462.1 J0" CMP Culvert Gravel Surface Road 15' Wide -S 01'22'51" W 961.54' El 472.0 -Inv. 463.7 -Inv, 46J.7 2 -JO' CMP Culverts El. 466.9 20' WIDE EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES AREA: 25,583 Sq. FL/0.587 Acres 482.5 Terence Document 4 REFERENCE DOCUMENTS 1. USGS BONO QUADRANGLE, ARKANSAS, CRAIGHEAD CO., 7.5 Minute Series (Topographic), 1980. 2. CLD Plot of Township 1 North, Range 14 West. 3 Warranty Deed 99001246. 4. Survey Plat of Telecorp Lease Area by Hope Engineering. UTILITY INFORMATION No attempt has been made as a part of this boundary survey to obtain or show data concerning existence, size, depth, condition, capacity or location of any utility or municipal/public service facility except as depicted on this survey plat. For information regarding these utilities or facilities, please contact the appropriate agencies or other surveys. Power Line: Entergy Electric 1-800-368-3749 Telephone Line: Southwestern Bell 1-800-499-7928 EASEMENTS, ZONING AND LAND USE REGULATIONS Except as specifically stated or shown on this plat, this survey does not purport to reflect any of the following which may be applicable to the subject real estate: easements, other; than possible easements which were Visible at the time of the making of this survey or as provided by client; building setback limes: restrictive covenants; subdivision restrictions; zoning or other land -use regulations, and any other land -use regulations, ,kind any other facts which an accurate and current title search may disclose. ' BASIS OF POSITION AND HEIGHT POSITION AND HEIGHT: TRIMBLE NAVIGATION PROXRS%w/OMNI DGPS Temporary Bench Mork (TBM): Northeast Comer of Concrete Pad S 38' W, 69 feet from the Northeast Comer of Subject Property as depicted on this survey. Elevation 548.45 feet, NGVD of 1929. FLOOD INFORMATION By graphic plotting only, the subject property is located within Zone C of the National Flood Insurance Program, Federal Emergency Management Agency, Flood Insurance Rale Map, Pulaski County, Arkansas Unincorporated Areas, Panel 380 of 585. Community Panel Number 050179 0380 D Map Revised July 16, 1996. Zone C denotes areas of minimal flooding outside 100 -year floodplain. LAST DAY OF SURVEY April 18, 2000 SURVEY AND PLAT *.-OF hoffman-prieur & associates, Inc. land surveyors • consulting engineers 320 o'bryon lane - von buren, AR 72956tela (501) 474-7916' fox: (501) 474-2450 HP JOB NO. 27477 CERTIFICATION The hereon platted survey was made under my personal supervision and was executed in accordance with the current Minimum Standards as set forth in Standards of Practice No. 1 (Revised March 14, 1996) Arkansas Minimum Standards for Property Boundary Surveys and Plats as published by the Arkansas Geological Commission, Land Survey Division. And that the coordinates Latitude and Longitude, North American of 1927 and North American Datum of 1983 expressed as degrees, minutes and seconds at the center of on existing lower and the ground elevation National Geodetic Vertical Datum of 1929 expressed as feet as depicted hereon are within the following accuracy tolerances. Horizontal t 50 feet and Vertical t 20 feet. \`\\\\\\��11111111I1!//// STATE OF ' RKANSAS N0. 663 = seem NOF MPS rr '11111111 Ivan L. Hoffman, Jr. Arkansas Registered Professional Land Surveyor Certificate No. 663 Hoffman-Primr & Associates, Inc. 320 O'Bryon Lane Van Buren, Arkansas 72956 ARKANSAS SURVEY PLAT CODING Arkansas Geological Commission Land Survey Division - File Code Number FEB 0 5 500 -01N -14W-0-23-110-60-0663 2001 By Planning & Development Staff REV. 1: Added Clarification Note and Signatuo bject oConditionSNoted wcF REV. 2: General Revisions Date: a 0 _ REV. 3: Revised Edge of Gravel ANY DEVIATION FROM APPROVEE SITE ELAN VOIDS rule 000nerr MOBILE 7#1 ONE ALLIED DRIVE Little Rock, Arkansas 72202 Office: (501) 905-8500 Fax: (501) 905-6243 PROJECT: LAWSON ROAD - LITTLE ROCK, ARKANSAS EXISTING SELF -SUPPORTED TOWER COLLOCATION SHEE TLE: SITE BOUNDARY SUREVEY DESIGNED BY: REVISIONS CELL SITE,: MSA DRAWN BY: HOFFMAN-PRIEUR REV. 1 : 05 JUNE 00 MSA CHECKED BY: IH REV. 2: 21 JULY 00 SHEET NO. WORK ORDER NO. REV. 3: 19 OCT 00 7 DATE: 11 MAY 00 FILENAME 00066C2 OF: U 7_ I I N 01* 1 ' 1 7" E 100.00', pl TBM E7. S 01'51 '17" W 100.00' �_ I 548. 5s 1 a I h -------- Equipmen uti'lif Pole w y /Transformer h W s Tele. Ped. (SWB 1 C" i N 1 16 ', South Line of ,%4500) C, '� Parent Deed 88'08'43" E 317.60' _ 57. 523 S24 8.1 l jN 01'51'17 20. i N 01'51 17 E 5.00' N 88'08'43" W 100.00' 0 �, 59.83' FROM LEASE LINE TO WJ W 'lilt PARENT PARCEL ; .- '_ POINT OF COMMENCEMENT 3 t' ", CORNER REFERENCE* Found 11210 Rebar at the Southeast Comer o -f U Q , 383.43 FROM TOWER T of the NE/4 of the NE/4 of Section 23, T -1-N, R -14-W W I 1. N 26 w (Mag.) 1.0' To Fence Comer. ~ a J z PARENT PARCEL 2. Reference Document 4. z 01 v POINT OF BEGINNING W 100' X 100' TELECORP LEASE AREA Q & 20' WIDE INGRESS/EGRESS M d In & UTILITY PURPOSES 'q 6J W • S 89'15' W 641.05' (Record) NO N 88'08'45" W 641.05' (Measured) H REFERENCE DOCUMENTS 1. USGS BONO QUADRANGLE, ARKANSAS, CRAIGHEAD CO., 7.5 Minute Series (Topographic), 1980. 2. CLD Plot of Township 1 North, Range 14 West. 3 Warranty Deed 99001246. 4. Survey Plat of Telecorp Lease Area by Hope Engineering. UTILITY INFORMATION No attempt has been made as a part of this boundary survey to obtain or show data concerning existence, size, depth, condition, capacity or location of any utility or municipal/public service facility except as depicted on this survey plat. For information regarding these utilities or facilities, please contact the appropriate agencies or other surveys. Power Line: Entergy Electric 1-800-368-3749 Telephone Line: Southwestern Bell 1-800-499-7928 EASEMENTS, ZONING AND LAND USE REGULATIONS Except as specifically stated or shown on this plat, this survey does not purport to reflect any of the following which may be applicable to the subject real estate: easements, other; than possible easements which were Visible at the time of the making of this survey or as provided by client; building setback limes: restrictive covenants; subdivision restrictions; zoning or other land -use regulations, and any other land -use regulations, ,kind any other facts which an accurate and current title search may disclose. ' BASIS OF POSITION AND HEIGHT POSITION AND HEIGHT: TRIMBLE NAVIGATION PROXRS%w/OMNI DGPS Temporary Bench Mork (TBM): Northeast Comer of Concrete Pad S 38' W, 69 feet from the Northeast Comer of Subject Property as depicted on this survey. Elevation 548.45 feet, NGVD of 1929. FLOOD INFORMATION By graphic plotting only, the subject property is located within Zone C of the National Flood Insurance Program, Federal Emergency Management Agency, Flood Insurance Rale Map, Pulaski County, Arkansas Unincorporated Areas, Panel 380 of 585. Community Panel Number 050179 0380 D Map Revised July 16, 1996. Zone C denotes areas of minimal flooding outside 100 -year floodplain. LAST DAY OF SURVEY April 18, 2000 SURVEY AND PLAT *.-OF hoffman-prieur & associates, Inc. land surveyors • consulting engineers 320 o'bryon lane - von buren, AR 72956tela (501) 474-7916' fox: (501) 474-2450 HP JOB NO. 27477 CERTIFICATION The hereon platted survey was made under my personal supervision and was executed in accordance with the current Minimum Standards as set forth in Standards of Practice No. 1 (Revised March 14, 1996) Arkansas Minimum Standards for Property Boundary Surveys and Plats as published by the Arkansas Geological Commission, Land Survey Division. And that the coordinates Latitude and Longitude, North American of 1927 and North American Datum of 1983 expressed as degrees, minutes and seconds at the center of on existing lower and the ground elevation National Geodetic Vertical Datum of 1929 expressed as feet as depicted hereon are within the following accuracy tolerances. Horizontal t 50 feet and Vertical t 20 feet. \`\\\\\\��11111111I1!//// STATE OF ' RKANSAS N0. 663 = seem NOF MPS rr '11111111 Ivan L. Hoffman, Jr. Arkansas Registered Professional Land Surveyor Certificate No. 663 Hoffman-Primr & Associates, Inc. 320 O'Bryon Lane Van Buren, Arkansas 72956 ARKANSAS SURVEY PLAT CODING Arkansas Geological Commission Land Survey Division - File Code Number FEB 0 5 500 -01N -14W-0-23-110-60-0663 2001 By Planning & Development Staff REV. 1: Added Clarification Note and Signatuo bject oConditionSNoted wcF REV. 2: General Revisions Date: a 0 _ REV. 3: Revised Edge of Gravel ANY DEVIATION FROM APPROVEE SITE ELAN VOIDS rule 000nerr MOBILE 7#1 ONE ALLIED DRIVE Little Rock, Arkansas 72202 Office: (501) 905-8500 Fax: (501) 905-6243 PROJECT: LAWSON ROAD - LITTLE ROCK, ARKANSAS EXISTING SELF -SUPPORTED TOWER COLLOCATION SHEE TLE: SITE BOUNDARY SUREVEY DESIGNED BY: REVISIONS CELL SITE,: MSA DRAWN BY: HOFFMAN-PRIEUR REV. 1 : 05 JUNE 00 MSA CHECKED BY: IH REV. 2: 21 JULY 00 SHEET NO. WORK ORDER NO. REV. 3: 19 OCT 00 7 DATE: 11 MAY 00 FILENAME 00066C2 OF: U 7_