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HomeMy WebLinkAboutZ-7143-C MapEXISTING 10' WIDE GRAVEL ROAD NEW LESSEE 4' X 4' - CONCRETE STOOP (TYP) EXISTING WOOD FENCE NEW LESSEE 12' X 30' SHELTER f 1 f 4'-3" (_ Q �o �— EXISTING GATE i NEW LESSEE - CONDENSATE DRAIN WELL FOR CONDENSATE DRAIN LINES (TYP) EXISTING UTILTTY RACK — EXISTING UTILITY POLE 1 � NEW LESSEE GPS ANTENNA 1 NEW LESSEE I ICE BRIDGE 0'-,"± VENT HOODS NEW LESSEE ENCLOSURE EXIST] EQUIPM SHELT EXISTING EQUIPMENT EXISTING 150' MONOPOLE SHELTER LAT: 34' 43' 32.124" LON: -92' 26' 21.133' ELEV: 555.0' AMSL NEW LESSEE COAX ROUTED ON INSIDE OF MONOPOLE NEW LESSEE 20' X 35' LEASE AREA ------------ EST, MAGNETIC NORTH 1.82't I I I c I � W E 1 I S I I EXISTING 100' x 100' LEASE AREA l I I I n f�r,•s:'�f[;��--�A'ty,V�..11� If.>;.[" JCI�C ,,� (;;i;Gi',_, C'f d �'701mlt. I ANY DEVIni',': ' i 1�', PP ROVED SITE PLA�d e'�isS THUG PERM', 1. II l 2- MW -��-� I I VER/ZONWIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: RBS 048" A KANSAS REGISTERED PROFESSIONAL ENGINEER a * fC sk (NOT VALID WITHOUT SIGNATURE & SEAL) - lr EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 SPRING VALLEY AR 165795 LITTLE ROCK BTA SITE ADDRESS 17109 COOPER ORBIT ROAD LITTLE ROCK, AR 72210 ALL DIMENSIONS LOCATING SHELTER AND STOOPS ARE TO EDGE OF FOUNDATION _ _ _ _ THIS PLAN IS BASED ON A SURVEY BY SMW SITE LAYOUT PLAN _ ENGINEERING GROUP, INC. DATED 12/13/04. SCALE: 3/16' = 1' CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. SHEETTfRE SITE LAYOUT PLAN SHEET NUMER 01 EXISTING 10' WIDE GRAVEL ROAD NEW LESSEE 4' X 4' - CONCRETE STOOP (TYP) ------------ EST. MAGNETIC EXISTING WOOD NORTH FENCE 1.B2't I NEW LESSEE ! j 12' X 30' I r+{ SHELTER 7'-3- - I + W E VENT HOODS I ��~ NEW LESSEE TELCO I S ENCLOSURE ON NEW RACK n _f EQUIIPMENT SHELTER r NEW LESSEE j I GPS ANTEiJNA + EXISTING ICE BRIDGE r NEW LESSEE r ICE BRIDGE I L1 EXISTING 100' x 100' - -� 0'-1 "t LEASE AREA l � D O I EXISTING I EXISTING EQUIPMENT ^� GATE V EXISTING 150' MONOPOLE SHELTER f NEW LESSEE) LAT: 34 43' 32.124" I CONDENSATE DRAIN EON: -92' 26' 21.133' WELL FOR CONDENSATE ELEV: 555.0' AMSL DRAIN LINES (TYP) NEW LESSEE COAX ROUTED ON INSIDE OF MONOPOLE NEW LESSEE 20' X 35' I EXISTING UTILITY RACK LEASE AREA (TYP) EXISTING UTILITY POLE f I J I I! I I ALL DIMENSIONS 4 I LOCATING SHELTER I AND STOOPS ARE TO EDGE OF FOUNDATION THIS PLAN IS BASED ON A SURVEY BY SMW SFE LAYOUT PLAN ENGINEERING GROUP, INC. DATED 12/13/04. SCALE: 3/16' = 1' CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDRIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VER/ZONWIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: RBS of s KANSAS REGISTERED PROFESSIONAL ENGINEER P iOFESSWNALL E� (NOT VALID WITHOUT SIGNATURE&SEAL) MW EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 SPRING VALLEY AR 165795 LITTLE ROCK BTA SITE ADDRESS 17109 COOPER ORBIT ROAD LITTLE ROCK, AR 72210 SHEETTILE SITE LAYOUT PLAN SHEET NL%QER 01 POE MUSTING INGRESS AND EGRESS EASEMENT EXOTING TELEPHONE EASEMENT EXISTING ELECTRIC EASEMENT Le GATE � Ilt COOPER ORBIT ROAD k 50' PUBLIC RIGHT-OF-WAY (!ASPHALT) 4 50' WIDE GAS SPECIFIC EXCEPTION Q2 INSTRUMENT 83-15579 EASEMENT 1 1 SPECIFIC EXCEPTION 0 \ 1 -_ -_ EASEMENT FOR PUBUC ROAD •L X16 DEED BOOK 793, PAGE 309 \ \ GATE 1 RECORDED CURVE I RADIUS I ARC LENGTH I CHORD LENGTH I CHORD BEARING I DELTA ANGLE Cl 50.00' 29.93' 1 29.48' 1 N 61.42'06' W I 34.1651' C2 100.00" 63413" 52.04' S 83.04.46' W 35'08'33' C3 50.00' 29.19' 2873' N 84'31'29' V 33'23'34' C4 50.00' 46.55' I 44.88' I N 45'41'25' W 5320'01' CS 50.{10' 60.93" 7.23' N 54'04'.06• V1 69'49'14' 10' WIDE / C2 GRAVEL ROAD IS 1 C3 W=7Y A64P saaum ru(r � � J SITE F r� Nur To smqErun LECEND I LINE I $FARING DISTANCE 03 - POWER Box o = 5/13' GAPPED REBAR SET M = UNDERGROUND CABLE MARKER (SUN m = TELEPHONE PEDESTAL • - FOUND PROPERTY MAKER © - GLS YALVE O - SETPK NAZI ® = WATER VALE rE.wPoR4Rr BENCH MARK ® METER RACK POB = PDINr OF BEGINAM = a PDC = POWF OF C MMENCEMENr = LICK POLE POE - POINT CF END'N, )SL- POWER POLE A = C4LL ATID POINT l = GUr ANCHOR (R) RECORDED INFORMATION ®= BUILDING local agency, board, commission or other ;imilw entity. 5/B" REBAR 1/2" (DISTURBED) -1 RECORDED RECORDED LINE BEARING I DISTANCE I LINE I $FARING DISTANCE L7 S 01'13'35' V 100.00' Arkansas Registered Land Surveyor- Date of field survey is December 3, 2004. L2 N 89.46'25' W 100.00' 3. No underground utilities, underground encroachments or building foundations were L3 N 01'13'35' E 100.00' 1 L3 I S 01'13'35' W 100.00' L4 S 88'4625' E 100AD' 88. 1_5 N 80'4025' W x17,50' -SEE NOTE TO THE RIGHT LSI N 61'13'35' E M100' LIP N 54.05'36' W 165.73' MEASURED 1_13 N 44'33'13' W 53.0i' LINE BEARING 335-01Y L14 N 78'51'06' W 89.54' L6 N 43'11'15' E L15 S 55'00'37' W 185.76' L7 N 01'49'30' W L16 N 72'40'15' V 240.20' L8 N 013.10'30' E L17 N 19'43'40''W fi0.75' L9 S 81'49'30' E LAB N 88'59"14' W 207.94' L10 S 00'1030' V SPECIFIC EXCEPTION NOTES POB EXISTING INGRESS AND EGRESS EASEMENT EXISTING TELEPHONE EASEMENT' EXISTING ELECTRIC EASSltOW- POC ZO' X 35' LEASE AREA 1/2- REBAR- N:20B1B02.0731 E:I 180303.2286 This Survey was conducted in reference to a Certificate of Title Examination prepared by Robert L Brown, Attorney at Law, LT&E File #D4t189 dated September 15, 2004. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. O7 Easement for public road by Instrument dated January 11, 1962, recorded in Book 793, Page 309, said Clerk's Office. Does affect subject property and is shown hereon. O2 Easement to Arkansas Louisiana Gas Co., dated February 18, 1983, recorded as Instrument No. 83-15579, said Clerk's Office. Does affect subject property and is shown hereon. POB ZO'. X 35' LEASE AREA 700 SQ. FT.-+ -- R0M' - RIGHT-OF-WAY - SETBACK W- - - - - W- = UAMERCROUND WATER SS = SANITARY SEWER - - - - - - - - - = STORM SEWER - - -Op - OVERHEAD POWER SURVEYOR'S NOTES 1.49' 1, Boundary & Topographic Survey, made on the ground under Ute supervision of an AREA AND Arkansas Registered Land Surveyor- Date of field survey is December 3, 2004. = 2. Somngs are based on Arkansas South State Plane Coordinates NAD 83. j = 3. No underground utilities, underground encroachments or building foundations were V) �- measured or located as apart of this survey, unless otherwise shown. Trees and shrubs 0 not located, unless otherwise shown. I z v 4. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD I 88. 13 5. This survey was conducted for the purpose of a Boundary & Topographic Survey only, V) o Z Z ¢ and is not intended to delineate the rcc]ulolary jurisdiction of env ff:[le.ol, state, regional or X local agency, board, commission or other ;imilw entity. N 6. Attention is directed to the fact that this surrey may have been reduced or enlarged in a size due to reproduction. This should be taken into consideration when obtaining scaled I POEXISTING 100' X 100' I data. AREA 7. This Survey was conducted in reference to a Certificate of Title Examination prepared by 023230EACRESf(R) Robert L Brown, Attorney at Law, LT&E File #041189 dated September 15, 2004. 8. Surveyor hereby 51.otes the Geodetic Coordinates and the elevation shown for the 215.14'(R) I N 88'46'25' proposed centerline of the lower are accurate to within +/- 15 feet horizontally and to _ _W(R 1 ) 15,14'(R) within +/- 3 feet vertically (FAA Accuracy Code 1A). ICE BRIDGE 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State CENTER OF EXISTING TOMER Board for a Class "A" Survey. 0 50' 100' 150' 10. Field data upon which this map or plat is based has a closure precision of not less 1 LON. 82'26'21.133" WEST than one -foot in 15,000 feet (1':15,006') and on angular error that does not exceed 1D GROUND ELEVATION: 555.0' seconds times the square root of the number of angles tumed. Field traverse was not SCALE: 1" = 50' adjusted. SPECIFIC EXCEPTION NOTES POB EXISTING INGRESS AND EGRESS EASEMENT EXISTING TELEPHONE EASEMENT' EXISTING ELECTRIC EASSltOW- POC ZO' X 35' LEASE AREA 1/2- REBAR- N:20B1B02.0731 E:I 180303.2286 This Survey was conducted in reference to a Certificate of Title Examination prepared by Robert L Brown, Attorney at Law, LT&E File #D4t189 dated September 15, 2004. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. O7 Easement for public road by Instrument dated January 11, 1962, recorded in Book 793, Page 309, said Clerk's Office. Does affect subject property and is shown hereon. O2 Easement to Arkansas Louisiana Gas Co., dated February 18, 1983, recorded as Instrument No. 83-15579, said Clerk's Office. Does affect subject property and is shown hereon. POB ZO'. X 35' LEASE AREA 700 SQ. FT.-+ -- R0M' - RIGHT-OF-WAY - SETBACK W- - - - - W- = UAMERCROUND WATER SS = SANITARY SEWER - - - - - - - - - = STORM SEWER - - -Op - OVERHEAD POWER TEMPORARY BENCHMARK 7" IN CONCRETE ELEVATION = 556.28' NOTE 15 AS SHOWN ABOVE APPEARS TO BE A TYPOGRAPHICAL ERROR IN THE EXISTING LEGAL DESCRIPTIONS. THIS SURVEYOR BELIEVES THE DISTANCE SHOULD BE 17.50 FEET, NOT 117.50 FEET. SPRING VALLEY AR SEC. 18,T -1-N, R -13-W PULASKI COUNTY, ARKANSAS v0 E+ Z W a U POC 100' U AREA AND EXESTI1fG 35' INGRESS & EGRESS EA5$ME1'IT. ELECTRIC EASEMENT AHA I � TELEPHONE EASEMENT NE COR., SE 1/4, NW 1/4, I SECT. 1 B, T- F -N, R -13-W I (FOUND BY OTHERS) j v O T Cu I Ad 13 I N �- I� I� ko Q l rn Z I POEXISTING 100' X 100' I AREA m 023230EACRESf(R) 215.14'(R) I N 88'46'25' _ _W(R 1 ) 15,14'(R) ,a ICE BRIDGE CENTER OF EXISTING TOMER W ' LAT: 34.43'32.124" NORTH O 1 LON. 82'26'21.133" WEST GROUND ELEVATION: 555.0' W0.. CONCRETE PAD(TYP) ICE BRIDGE 6' CHAIN LINK FENCE 5/8' REBAR(DISTURBED) TEMPORARY BENCHMARK 7" IN CONCRETE ELEVATION = 556.28' NOTE 15 AS SHOWN ABOVE APPEARS TO BE A TYPOGRAPHICAL ERROR IN THE EXISTING LEGAL DESCRIPTIONS. THIS SURVEYOR BELIEVES THE DISTANCE SHOULD BE 17.50 FEET, NOT 117.50 FEET. SPRING VALLEY AR SEC. 18,T -1-N, R -13-W PULASKI COUNTY, ARKANSAS v0 E+ Z W a U The subject property appears to lie in Zone 'X' of the Flood Insurance Rate Map Community Panel No. 05018D077F, which bears an effective date of October 19, 2001 and IS NOT in a special flood hazard area. No Feld measurements were used in this determination and an elevation certificate may be needed for verification. SURVEYOR'S CERTIFICATION To Verizon Wireless: This is to certify that this map or plat and the survey on which it Is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land TrBe Surveys,' jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys.' William L. H ' ell Arkansas Registered No. 1425 SPRING -VALLEY -AR SEC. 18, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS EXISTING LEASE AREA (INSTRUMENT 2002110303) R d Part of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkonsas, more particularly described as follows; Commencing at the NE comer of sold SE 1/4 NW 1/4, thence South 01'13'35" West. along 'the East line of said SE 1/4 NW 1/4, a distance of 234.20 feet; thence North 86'46'25" West. a distance of 115.14 feet to the Point of Beginning; thence South 01'13'35" i West, o distance of 100.00 feet; thence North 88'46'25" West, a distance of 100.00 feet; thence North 01'13'35' East, a distance of 100.00 feet; thence South 86'46'25' East, a distance of 100.00 feet to the Point of Beginning, containing 0.230 acres, more or less. EXISTING INGRESS AND EGRESS EASEMENT (INSTRUMENT 2002110303) o Part of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly described as follows; zO Commencing at the NE comer of said SE 1/4 NW 1/4, thence South 01'13'35" West, along the East line of sold SE 1/4 NY/ 1/4, a o distance of 234.20 feet; thence North 813'46'25" West, a distance of 215.14 feet; thence South 01'13'35" West, a distance of 100.00 WWW a feet; thence North 88'46'25' West, a distance of 117.50 feet to the Point of Beginning of a 35 foot wide Ingress and Egress • Easement, lying 17.50 feet each side of the following described centerline; thence North 01'13'35" East, a distance of 50.00 feet; thence North 5405'36' Wast, a distance of 165.73 feet thence North 4433'13' West, a distance of 53.01 feet; thence along a curve TOP LIGHTNING ROD HEIGHT = 153.9' AGL to the left having a radius of 50.00 feet an arc length of 29.93 feet and a chord which bears North 61'42'06" West, a distance of 29.48 feet; thence North 78'51'00' West, a distance of 88.64 feet; thence along a curve to the left having a 100.00 feet an arc length of 63.08 feet and o chord which bears South 133'04'48' West, a distance of 62.04 feet; thence South 65'00'37' West, a distance of 185.78 feet; thence along a curve to the right having a radius of 50.00 feet an arc length of 29.14 and a chord which TOP TOWER HEIGHT = 150.2' AGL bears North 89'31'29' West 28.73 feet; thence North 72'40'15' West, a distance of 248.20 feet; thence along a curve to the right o Z TOP ANTENNA HEIGHT = 147.7' AGL having a radius of 50.00 feet an arc length of 46.55 feet and a chord which bears North 45'41'25" West 44.88 feet; thence North 19.43'40' West, a distance of 60.75 feet; thence along a curve to the left having a radius of 50.00 feet, an arc length of 60.93 feet BOTTOM ANTENNA HEIGHT = 143.7' AGL and a chord which bears North 5404'46" West 57.23 feet thence North 88'59'14' West, a distance of 207.94 feet to the centerline of V , Cooper Orbit Road, and the Point of Termination. = i EXISTING ELECTRIC EASEMENT (INSTRUMENT 2002110303) Q v J s Part of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly described as follows; TOP ANTENNA HEIGHT = 134.3' AGL Commencing the BOTTOM ANTENNA HEIGHT = 126.3' AGL at NE comer of said SE 1/4 NW 1/4, thence South 01'13'35' West, along the East line of said SE 1/4 NW 1/4, o distance of 234.20 feet; thence North 88'46'25' West, a distance of 215.14 feet; thence South 01'13'35' West, a distance of 100.00 Q O ' feet; thence North Be'46'25" West, a distance of 117.50 feet to the Point of Beginning of a 35 foot wide Electric Easement, lying O wt ' 17.50 feet each side of the following described centerline; thence North 01'13'35' East, a distance of 50.00 feet; thence North �j 54'05'36" West, a distance of 165.73 feet; thence North 4433'13" West, a distance of 53.01 feet; thence along a curve to the left having a radius of 50.00 feet on arc length of 29.93 feet and a chord which bears North 61'42'06' West, a distance of 29.48 feet �. • thence North 78'51'00" West, a distance of 88.64 feet; thence along a curve to the left having a 100.00 feet an arc length of 63.08 (3: ' feet and a chord which bears South 83'04'48" West, a distance of 62.04 feet; thence South 65'00'37" West, a distance of 185.78 feet; Q Q104{ _ - - thence along a curve to the right having a radius of 50.00 feet an arc length of 29.14 and a chord which bears North 89'31'29' West 28.73 feet; thence North 72'40'15' West, a distance of 246.20 feet; thence along a curve to the right having a radius of 50.01) feet ` • an are length of 46.55 feet and a chord which bears North 4541'25" West 44.88 feet; thence North 19'43'40" West, a distance of y� 60.75 feet; thence along a curve to the left having a radius of 50.00 feet, an arc length of 60.93 feet and a chord which bears m ry OJ North 5404'46' West 57.23 feet thence North 88'59'14" West, a distance of 207.94 feet to the centerline of Cooper Orbit Road, and . V U -)O �• _ the Point of Termination. EXISTING TELEPHONE EASEMENT (INSTRUMENT 2002110303) Part of the SE 1/4 NW 1/4, Section 18, T -1-N• R -13-W, Pulaski County, Arkansas, more particularly described as follows;s � ' Commencing at the NE comer of said SE 1/4 NW 1/4, thence South 01'13'35" West, along the East line of sold SE 1/4 NW 1/4, a a �+ F• • •, distance of 234.20 feet; thence North 88'46'25" West, a distance of 215.14 feet; thence South 01'13'35" West, a distance of 100.00 j4 • feet; thence North 88"48'25" West, a distance of 117.50 feet to the Point of Beginning of a 35 foot wide Telephone Easement, lying F "•-•':� 17.50 feet each side of the following described centerline; thence North 01'1335' East, a distance of 50.00 feet; thence North W W c ='.-• • -'- 5405'36' West, a distance of 165.73 feet, thence North 4433'13" West, a distance of 53.01 feet; thence along o curve to the left '�}••� having a radius of 50.00 feet an are length of 29.93 feet and a chord which bears North 61'42'06' West, a distance of 29.48 fest; U _ thence North 78"51'00' West, a distance of 86.64 feet; thence along a curve to the left having a 100.00 feet on arc length of 63.08 feet and o chord which bears South 83'04'48" West, a distance of 62.04 feet; thence South 65'00'37' West, a distance of 185.78 feet; -_ thence along a curve to the right having a radius of 50.00 feet an arc length of 29.14 and a chord which bears North 89'31'29' West V - 28.73 feet; thence North 7740'15" West, a distance of 248.20 feet; thence along a curve to the right having a radius of 50.00 feet - _ •'• an arc length of 46.55 feet and a chord which bears North 45'41'25" West 44.13B feet thence North 19'43'40" West, a distance of •' • ,• 60.75 feet; thence along a curve to the left having a radius of 50.00 feet, an arc length of 60.93 feet and a chord which bears • • - North 5404'46' West 57.23 feet; thence North 88"59'14" West, a distance of 207.94 feet to the centerline of Cooper Orbit Road, and N the Point of Termination. 20' X 35' LEASE AREA M C - - A parcel of land being a portion of an existing lease area as shown on a survey prepared by Carter, Burgess dated December 21, , OTE: AGL = ABOVE GROUND LEVEL GROUND ELEVATION = 555.0' 2001, lying in the Northwest Quarter, Section 1B, Township 1 North, Range 13 West, Pulaski County, Arkansas being more particularly described 4, p pp O :+ as follows: M Commencing at a 1/2' rebar found at the Southwest comer of said existing lease area having Arkansas South State Plane Coordinates .0) TYPICAL MONOPOLE of N: 2061802.0731 E 1180303.2286; thence run N 43'11'15" E for a distance of 60.42 feet to a 5/8' capped rebar set (SMW) and O W N the Point of Beginning; thence N 81'49'30' W for a distance of 20.00 feet to a 5/8' capped rebor set (SMW); thence N OB'1D'30' E N 0 v TOWER ELEVATION for distance of 35.00 feet to a 5/8" capped rebar set (SMW); thence S 81'49'30" E for a distance of 20.00 feet to a 5/8" capped N 00 .,Or set (SMW); thence S 08710'30" W for a distance of 35.00 feet to the Point of Beginning. Sold above described parcel contains 0 NOT TO SCALE 700 square feet mom or less. N W v FLOOD NOTE The subject property appears to lie in Zone 'X' of the Flood Insurance Rate Map Community Panel No. 05018D077F, which bears an effective date of October 19, 2001 and IS NOT in a special flood hazard area. No Feld measurements were used in this determination and an elevation certificate may be needed for verification. SURVEYOR'S CERTIFICATION To Verizon Wireless: This is to certify that this map or plat and the survey on which it Is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land TrBe Surveys,' jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys.' William L. H ' ell Arkansas Registered No. 1425 SPRING -VALLEY -AR SEC. 18, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS