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HomeMy WebLinkAboutZ-5811-A MapCANTRELL ROAD PUBLIC RIGHT-OF-WAY (ASPHALT) S 00.05.40' W [ S 00' 57'05' V erre '"• S 89.22'59' E 1"OPEN 70P '• __ S 99�'34!B E CI 141;66'iR1 \ \F CONCRETE FLUME \` X A5' x 85' x LEASE AREA AND = 30' DMR&SS/sCRBSS & UTILt17 =Ylimwr 3 W �oa RAMP ~\ 3 \r w � w ai 0 In z= F_ SURVEYOR'S NOTES 1. Topegrophic & Leese Parcel Survey, made an the ground under the supervision of an Arkansas Registered Land Surveyor, Data of field survey Is May t9, 2005. 2, Wearing% are based on Arkansas South State Plane Coordinates NAD 0& 3. No underground uU11tiaa, underground encraochmenLs or building foundations were measured or located as a part of this survey. unless otherwise shown. Troop and shrubs not located, unless otherwise shown, 4. Benchmark used is a concrete monument and brass dist. NAvo 88 Datum with on estabkislred elevation 01 304 Feet, (97,8 meters), PID AE2955. Onsltc benchmark Is as shown hereon. Elevations shown ere In feel and refer to NAVD B8. 5. This survey was canducted for the purpose of a TaMmishlc & Lease Parcel Survey only, and Is not intended to delineate the regulatory Jurisdiction of any federal, $tote, tegkanut or local agency, hoard, commission or other similar entity. S. Attonllan is directed to the fact that this survey may hove been reduced or enlarged kn size due to reproduction. This should ba taken Into consideration when obtaining scaled ddta. 7, This Survey was conducted with the benefit of a Certificate of Title Examination by Stewart True of Arkansas File 15051442, dated May 25, 2005. No survey matters were Noted in the apecific exceptions. 6. Surveyor hereby states the Geodetic Coardinates and the olamtion shown for the proposed centerilne of the tower Ore accurate to within +/- 15 feet hor;xontolty and to within +/- 3 feat vertically (FAA Accuracy Code fA)_ 9. Survey shown hereon canfomm to the Mfntmum Raqukremenls os not forth by the Stoke Board for a Class A' Survey. 10, Field data upon which this map or Fiat Is based has a closure practaion of not 1055 than one -foot in 15,000 feet (11:15,000') and an ongukar error that does not exceed 10 doconds times the square root of the number of angles turned. Field traveroe was not C ® - POW4R BOX O - 5/9' GIPPED RESAR SET ® WATER UE7ER (SUW) M = TELEPHONE PEDESTAL • - FOUND PROPERLY UARKER © = GAS VALVE Cl - SET PIC AWL ® - WA7ER VALVE * - TEYPaghRY 8044 inAW ® - GAS UETER JOB - POW OF $EGad= FIRE HM9WT POD = POINT OF COMMEMCEUENT - LGA? POLE Poe - POINT OF E 4MW - POWER POLE A - CALCULATED POW i = GUY APKEKAR W - RECORDm 1NFORUATION RIGHT-OF-WAY - SE784M -----'�----.-----� - VNDB?GROUND WATER -ar--�p - $410YAW SEAYIR --------------- -•-. _--•gyp- - STOW 5f*zlR = OVERNFAD Pam PARENT TRACT (INSTRUMENT x}62-6500 PROVIDED BY CLIENT) Part of the NE 1/4 NE 1/4, Section 19, Townshlp 2 Horth, Range 13 West, Pu'02W County, Arkansas, more particularly describod as 10110Ws: Commencing at the Northwest C'Omer of the E 1/2 W 1/2 NE 1/4 NE 1/4. Section 19, Township 2 North, Range 13 West thence South D0 degrees 05 minutes 40 seconds East 15.44 feet to the C11 of beginning; thence North 89 degraas 34 minutes 18 seconds East 141.65 Teel; thence South 86 degrees 10 minutes 32 seconds East 195.87 feet: Thence South 364.62 Teck: thence Horth 69 degrees 36 minutes 29 seconds Wes! 359.19 feet; thence North 00 degrees 05 minutas 40 seconds W56L 251.47 feet to the point of baginnkng. _ 1 46' X 86' LEASE AREA S E CURB I A parcel of tarrd being a portion of that certain troof land as described in Instrument 88.07'49' SIGN 6-3O�d4 [R1 _ a �LE7 182-6500 in the Circuit Clerk's Office. Pulaski County.Arkansas ! in Section 19, Township 2 01111 North. Range 13 West and being more particularly daecrfbad as Telfaws: SIGN - Commence at a 1" open top pipe found in Freta a! the Northwest tamer of said tract of land; thanes run S 41'39'47' E for a distance of 396.83 feat to a 5/8' capped radar out (SLAW) and the Point of Beginning; thence 5 2.723'40' W for o distance of 45.00 feet to a 5/8' capped {t CURB 04LET -L Tabor set (SNW)' thence R 6736'20" W for a 46stonce of 65.00 fact to 0 5/8' copped rebar set - (SW: !hence N 22'23'40" E for a distance of 45.00 feet to a 5/8" copped rebar sol (SWO: thence S 6736'20' E for d cbkonce of &&Do feet to a 5/8' copped rahor not (SNW) to the 11. Paint of Beginning. Sold above described parcel contains 0.07 acres, more or len. 343'D8'fR) x�- 1Q 30• INGRESS/EGRESS & UTMW EASEMENT PARENT TRACT I � JG CONSTRUCTION i9 LEWIS REALTY LtMr SEARING IkESTANCE �'� INSTRUNENi 82-650() S Atli,*4p' V 45IEE.00' An easement being a portion of that certain troet of land as described in Instrument /82-6500 in ASPHALT PARKING I L2 N 62'36'20' W 45,00' the Circuit Clerk's Office, Pulaski County, Arkansas lying in Section 19, Township 2 North, Range 13 l.3 H 28.23'4(1' E 45.00' West and being more partkulady alescr 114d as follows: RAMP ! L4 S 67'36'20' E 6500' Commence cit a 1" open top pipe found in place at the Narthwost comer of said lroct of land: �P ! L5 S 67.36'20' E 32.50• thence run 5 41'39'47" E for a distance of 396.83 feet la, a 5/$" copped rabor set (SMA); f L6 N 22'23'401 E 25.97' L7 S 82'53 20' E 7376, thence 5 22'fora W for a f65l 0 o2' to a S/ !0 0 5/8" corset rebar fel n thence I LH N 01.02V3• E 245.95'3 6736'20' W for a distance of 65..00 Teal to 0 5/B' copped tabor set (SNA); Thence H 22't3'4t1' \ E for a distance of 45.D0 fast to a 5/6' copped rebar not (SUW); thence S 6736'20' E for a \ distance of 92.54 feet to the Paint of Beginning of on Ingress/Egress and Utility Easement being O 30 feet In width and lying 15 foot on such side of the following described centerilne; thence N 22.23'40' E for a dieWnce of 25.97 feet to a point: thance S 8753'20' E for a distance of 73.76 feet to a pant: thence N 01'02'43' E for a distance of 246.95 feet, more or less, to the s \'� I South right-of-way Ono of Cantrell Road and the Paint of Ending. Said above describedeasement BUILDINGrc f l contains 0.24 acres more or lass. \\ 1 JG CONSTRUCTION / LEWIS REALTY 4 ' J NO DEED REFERENCE FLOOD NOTE 0 30' 60' g0' SCALE 1' - 30' H -WOOD FENCE Y `24'CMP INVERT=302.75' PAD INR300.93' OUT -W-73 _ -a AHTD R.O.W. MONUMENT N:2089821.540 S 81, 83' ABS W - �tr l E:1183803.755 The subjeet property appears to tie In Zone 'AE' of the Flood Insurance Role Map Community Panel No. 050181 0041 F. which boars an effective date of October 19, 2001 and IS in a special flood hazard arao, with a boss elevation of 312 feet as acoied from paid [load map. No Reid measurements were used In this ddterminothn and on elevation certificate may be needed (of verification. SURVEYOR'S CERTIFICATION To Verizon Wholes: This is to certify Shot this map or plot and the survey on which A is based ware mods In accordance with Minimum Standard Detah Requirements for ALiA/ACSM Land Title Surveys,' Joinvy established and odcpted by ALTA. AGSM orad HSPS In 1899, and Includes Rome 1•-8, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect an the date of this ceriilication, undersigned further certifies that: • the survey measurements were made in accordance with the 'Minimum Angle, Valance. and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Survltys.' William L How Arkansas Req• red No. 1425 IVESVILLE_AR 1657849 SEC. 19, T -2-N, R -13-W PULASKI COUNTY, ARKANSAS JN M O Cn v � Lv Joy C Q: Ln U C i :k Q. p W, :zt cz N�' L~ M n L1 O O W U POR \ IEHPORARY B&RGMEA" & \\ �. ttmny >> BLEVATiON 8910.90' 0.N ACRES1 t \\ '`�">�• ASPHALT PARKING OF TOWER �78Z• \• 1� L7 CENTER LAT: 34Y8'05.040' HORrH °�• \ _ \ IAN: WZ5%19.414' ll= \• f;WL9 0 F.IA:VATIOH.• 910.8' N LY sQ6g. A .. J [Rs -24, 310 ` SANITARY MNJHOLE�L 69N-300.57' Z c7 24'IN-299,37' OUT ­ 299.D2' Poo yif 4a• x se• \ 1EASV AREA R07 ACMM* JG CONSTRUCTION / LEMS REALTY NO DEED REFERENCE 0 30' 60' g0' SCALE 1' - 30' H -WOOD FENCE Y `24'CMP INVERT=302.75' PAD INR300.93' OUT -W-73 _ -a AHTD R.O.W. MONUMENT N:2089821.540 S 81, 83' ABS W - �tr l E:1183803.755 The subjeet property appears to tie In Zone 'AE' of the Flood Insurance Role Map Community Panel No. 050181 0041 F. which boars an effective date of October 19, 2001 and IS in a special flood hazard arao, with a boss elevation of 312 feet as acoied from paid [load map. No Reid measurements were used In this ddterminothn and on elevation certificate may be needed (of verification. SURVEYOR'S CERTIFICATION To Verizon Wholes: This is to certify Shot this map or plot and the survey on which A is based ware mods In accordance with Minimum Standard Detah Requirements for ALiA/ACSM Land Title Surveys,' Joinvy established and odcpted by ALTA. AGSM orad HSPS In 1899, and Includes Rome 1•-8, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect an the date of this ceriilication, undersigned further certifies that: • the survey measurements were made in accordance with the 'Minimum Angle, Valance. and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Survltys.' William L How Arkansas Req• red No. 1425 IVESVILLE_AR 1657849 SEC. 19, T -2-N, R -13-W PULASKI COUNTY, ARKANSAS JN M O Cn v � Lv Joy C Q: Ln U C i :k Q. p W, :zt cz N�' L~ M n L1 O O W U RECEIVED AUG 2 2 2005 BY: - _ CANTRELL D_ H n EXISTING "' BUILDING PROPOSED 150' MONOPOLE �- LAT: 34 48' 05.949" N LON: -92' 25' 49.414" W I � ELEV: 310.8' AMSL I _ NEW UTILITY RACK ry' 4 �_-- 23g.* �• / zip f EXISTING PROPERTY 2p$ p p ly UNE (TYP) 103' NEW 45'x65' o tdl'tJl LEASE AREA ° II 0 H o PROPOSED 33'x53' �v ~ COMPOUND WITH 8'W + HIGH WOODEN FENCE ry NEW 6' WIDE o LANDSCAPE BUFFER NEW EOUIPMEN ON 9'X16' PAC NEW GENERATO 4'x10' PAD I I I I I I ! I ! I CENTERLINE OF NEW ! j I I 30' WIDE ACCESS/UTILITY fj I I EASEMENT I EXISTING CONCRETE 1 I I CURB (TYP) ! I 1 I THIS SECTION OF I I I EXISTING CONCRETE Ij I j CURB TO BE REMOVED I I I NEW 12' WIDE I I GRAVEL DRIVE J ! I EXISTING WOOD OVER2A L S TE U PLAN SCALE: 1' = 30' FENCE EXISTING CONCRETE DUMPSTER PAD EXISTING 24' CMP EXISTING U/G SANITARY SEWER LINE EXISTING UTILJTY POLE (TYP) EST. NOM GNNETIC 1.77'± c c m W E S THIS PLAN IS BASED ON A SURVEY BY SMW ENMNEERING GROUP. INC. DATED XX/XX/XX- CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 0 •07/19/05 ISSUED FOR ZONING REv DATE DESCR P710N PRoF 1�INEER fff A KANSAS *% I e REGISTERED PROFESSIONAL ENGINEER *** h1 "W&O L BVG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 IVESVILLE_AR-B 165784B LITTLE ROCK SrE 4nDR Tsa r cuum"TE5 14309 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'05.949"N LON:-92'25'49.414"W OVERALL SITE LAYOUT PLAN SHEETWMEM 01 EST. MAGNETIC NORTH 1.7Tt Iyl 114 Y m W 4-- E S NEW 8' HIGH WOODEN FEN( EXISTING 0/H UTILITY LINE(5 (TMP) 1 NEW 45'x65' LEASE AREA NEW 6' WIDE LANDSCAPE E NEW LANDSC EXISTING U/I SEWER LINE I! J NEW 12' WIDE GRAVEL ORNE CENTERLINE OF NEW 30' WIDE ACCESS/UTILTTY EASEMENT THIS SECTION OF EXISTING CURB TO BE REMOVED NEW LESSEE 12' WIDE GATE ' EXISTING UTILITY POLE (TYP) S�lp. LESSEE FUTURE — ` BATTERY CABINET NEW LESSEE BATTERY CABINET _ o NEW LESSEE � EQUIPMENT CABINET LESSEE FUTURE \ - - Q PMENT CABINET �10" � - � NEW SITE LIGHT. ,J. SITE LAY Uj P N SCALE_ 1/4' - 1'-O" EXISTING WOOD---' FENCE EXISTING CONCRETE DUMPSIER PAD INSTALL NEW 6' THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL. ON TOP OF 2' LAYER CRUSHER RUN. ON Top OF 2" BASE OF 2' TO DUST COMPACTED. THIS PLAN IS BAS FD ON A SURVEY BY SMW ENGINEERING GROUP. INC. DATED 07/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONOMONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY:MDB ARKANSAS REGISTERED PROFESSIONAL ENGINEER No. 11924 a SEuI 17 iC.yr- EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956 2832 IVESVILLE_AR-B 1657848 LITTLE ROCK Site ADE)FIM / COOfUM- F9 14309 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34148'05.949"N LON:-92°25'49.414V sHET TMJ- SITE msSITE LAYOUT PLAN 02 / I / I /0 r 0 C INSTALL NEW 7 GAL—' ELEAGNUS SHRUBS AT 4'-0 O.C., MIN. 30' TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET 1 1 SAW 3041v 'A 1 1 1 I I J I 1 I 1 / 1 / I r 4' TALL. 36' DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES is ROOT TOPSOIL MIXTURE TAMPED SCARIFY SIDES BAIL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X ROOTBALL TREE P TING -DETAIL PILNTING LIST QUANTITY SCIENTIFIC COMMON MATURE SIZE NAME NAME (HT x WT) B ACER RUBRUM' RED MAPLE 60 FT x 20 FT 43 'ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH – 2" SETTLED LAYERS OF CLEAN STRAW v _} 0 C �� / INSTALL NEW RED MAPLE _ - �O O ' TREES AT 27'–O" O.C., MIN. 2" CAUPER WHEN PLANTED. _SEE PLANT UST TABLE & �7 TREE PLANTING DETAIL THIS SHEET u� THIS PLW IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATLO XX/XX/XX. SCALE 3/16" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ENRAL P NTINGOTE1 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE 2. ALL PLANTS MUST BE CONTAINER–GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED. FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5 ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO ALL UTILITIES DURNG COURSE OF THE WORK. ES AND SHAD- AVOID DAMAGE INCLUDING. BUT' 7 NOT LIMITED�TO,. WATERING, SPRAYING. MULCHING. FEKnLLZATION, PLANTING ( rc..)TOF PLANTING AREAS UNTIL THE WORK IS ACCEPT IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 8. THE CONTRACTOR SHALL RETGUARANTEE PLANT MATERIAL FPERIOD OF ONE YEAR AND MAKE ALLREPLACEMENTS BEFORE AT EN OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION, 11. TWOAFTER2EING DUG AT THE ) WEEKS UNDER A MISTSERY SOURCE. ALL TREES IN LEAF SHALL BE ACCUMATEO FOR SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES. TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE FROM THE SnT_ OOF F- SPECIES, I- WORK) SHALL BE SIZE LYMEMOVEDALL SPECIFICATIONS - 13. P FlCATIONA D REPLACED WITH MATERIAL OF THE SAME 13. STANDARDS SET FORTH IN AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALM REQUIREMENTS FOR PLANT MATERL4l.- 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZONWIREMSS TENNESSEEPARTNERSh'IP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB D 107119/0A ISSUED FOR ZONING REV I DATE I DESCRIPTION PR0r 8�NEER �1I� � F ~ f� ARKANSAS iv/l REGISTERED PROFESSIONAL ENGINEER ► it 1� ic' � 1y I V RE L SEAL) L. Wm EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 IVESVILLE_AR-B 165784B LITTLE ROCK SRE ADDRESS I COORDINATES 14309 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'05.949"N LOW -92'25'49.414"W SITE LANDSCAPE PLAN SHEET NUMBER 04 INSTALL NEW 6" THICK LIMESTONE — EST. MAGNETIC GRAVEL & LANDSCAPE GEOTEXTILE NORTH FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" 1 77'-+ LAYER #57 LIMESTONE GRAVEL, ON TOP OF 2' LAYER CRUSHER RUN, ON TOP OF 2' BASE OF 2' TO DUST COMPACTED. INSTALL 2' MIN. LAYER CLEAN PINESTRAW MULCH (TYP) G rn W E `�.. y� S / I / I /0 r 0 C INSTALL NEW 7 GAL—' ELEAGNUS SHRUBS AT 4'-0 O.C., MIN. 30' TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET 1 1 SAW 3041v 'A 1 1 1 I I J I 1 I 1 / 1 / I r 4' TALL. 36' DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES is ROOT TOPSOIL MIXTURE TAMPED SCARIFY SIDES BAIL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X ROOTBALL TREE P TING -DETAIL PILNTING LIST QUANTITY SCIENTIFIC COMMON MATURE SIZE NAME NAME (HT x WT) B ACER RUBRUM' RED MAPLE 60 FT x 20 FT 43 'ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH – 2" SETTLED LAYERS OF CLEAN STRAW v _} 0 C �� / INSTALL NEW RED MAPLE _ - �O O ' TREES AT 27'–O" O.C., MIN. 2" CAUPER WHEN PLANTED. _SEE PLANT UST TABLE & �7 TREE PLANTING DETAIL THIS SHEET u� THIS PLW IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATLO XX/XX/XX. SCALE 3/16" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ENRAL P NTINGOTE1 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE 2. ALL PLANTS MUST BE CONTAINER–GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED. FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5 ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO ALL UTILITIES DURNG COURSE OF THE WORK. ES AND SHAD- AVOID DAMAGE INCLUDING. BUT' 7 NOT LIMITED�TO,. WATERING, SPRAYING. MULCHING. FEKnLLZATION, PLANTING ( rc..)TOF PLANTING AREAS UNTIL THE WORK IS ACCEPT IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 8. THE CONTRACTOR SHALL RETGUARANTEE PLANT MATERIAL FPERIOD OF ONE YEAR AND MAKE ALLREPLACEMENTS BEFORE AT EN OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION, 11. TWOAFTER2EING DUG AT THE ) WEEKS UNDER A MISTSERY SOURCE. ALL TREES IN LEAF SHALL BE ACCUMATEO FOR SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES. TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE FROM THE SnT_ OOF F- SPECIES, I- WORK) SHALL BE SIZE LYMEMOVEDALL SPECIFICATIONS - 13. P FlCATIONA D REPLACED WITH MATERIAL OF THE SAME 13. STANDARDS SET FORTH IN AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALM REQUIREMENTS FOR PLANT MATERL4l.- 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZONWIREMSS TENNESSEEPARTNERSh'IP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB D 107119/0A ISSUED FOR ZONING REV I DATE I DESCRIPTION PR0r 8�NEER �1I� � F ~ f� ARKANSAS iv/l REGISTERED PROFESSIONAL ENGINEER ► it 1� ic' � 1y I V RE L SEAL) L. Wm EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 IVESVILLE_AR-B 165784B LITTLE ROCK SRE ADDRESS I COORDINATES 14309 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'05.949"N LOW -92'25'49.414"W SITE LANDSCAPE PLAN SHEET NUMBER 04 RECEIVED AUG 2 2 2005 BY'.--- EST. Y: EXISTING BUILDING PROPoSED 150' MONOPOLE �• LAT: 34 48' 05.949" N LON. —92' 25' 49.414' W t � ELEV. 340,8AMSC N%, — _ NEW UTILITY RACK—�� EXISTING PROPERTY �— UNE (il'P) _ NEW 45'x65'— LEASE 5'x65'—LEASE AREA PROPOSED 33'x53'— COMPOUND WfTH 8' HIGH WOODEN FENCE NEW 6' WIDE---/' LANDSCAPE BUFFER EST. MAGNETIC NORTH 1.77•& a X C -��~- - t _ ROAD I f J I f f I i i I I I I t I � I I I � SII n co + I f N m f I I I CENTERLINE OF NEW I i 30' WIDE ACCESS/UTILITY I EASEMENT I EXISTING CONCRETE 1 ! I CURB (TYP) i 1 I I I f THIS SECTION OF I EXISTING CONCRETE CURB TO BE REMOVED ! NEW 12' WIDE GRAVEL DRIVE � EXISTING wooD FENCE 11 EXISTING CONCRETE 1D3'*— DUMPSTER PAD o°I EXISTING 24' CMP 101" I° o ti EXISTING U/G a SANITARY SEWER LINE ,yi e EXISTING UTILITY POLE (TYP) ry o \ NEW EQUIPMENT ON 9'X16' PAD .NEW GENERATOR ON �• 4'x10' PAD �� 1NIS PLAN IS BASED ON A SURVEY BY SMW ENGtNEERiNG GROUP. INC. DATED XX/XX/XX- CONTRACTOR SHALL FIELD VERIFY ALL EXISTING QVEf2AL 5f YO T PLAN CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. SCALE: 1` — M VER/ZONWIRELESS TENNESSEEpARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB D 07715105ISSUED FOR ZONING REV DATE DESCRMON PRO`'rINEER I r � -1i✓' `fI A KANSAS %k I ll�/� * REGI5TER1=D PROFESSIONAL ENGINEER *** +� w'f% p.11 26 �� ATURE 6 SEAL) 5111 E. TITLE OVERALL SITE LAYOUT PLAN 01 EST. MAGNETIC NORTH I TT c m W E S NEW 8' HIGH — WOODEN FENCE. EXISTING 0/H UTILITY LINE(S) (TYP) f~� �''. NEW 45'x65' LEASE AREA NEW 6- WIDE / LANDSCAPE BU , NEW LANDSCAPING EXISTING U/G SANITARY / SEWER LINE �. gyp_ NEW LESSEE METER ON NEW — �._ UTILITY- H -FRAME 1 •TAS NEW LESSEE UTILITY RACK NEW LESSEE GENERATOR NEW LESSEE 4'x10' GENERATOR PAD. PROPOSED 150' MONOPOLE LA(: 34 48' 05.945' N LAN: -97 25' 49.414" W EL.EV: 310.8' AMSL NEW LESSEE ICE BRIDGE NEW LESSEE 9'X16' PAD. LESSEE FUTURE � FLATTERY CABINET NEW LESSEE BATTERY CABINET \ a NEW LESSEE EQUIPMENTFU CABINET LESSE \ LESSEE FUTURE 37 EQUIPMENT CABINET to. _ � NEW SITE LIGHT. • ,r, SITE LAYOU i'LAN SCALE: 1/4" = 1'-O' NEW 12' WIDE GRAVEL DRIVE CENTERLINE OF NEW 30' WIDE ACCESSAMLf1Y EASEMENT' THIS SECTION OF EXISTING CURB TO BE REMOVED NEW LESSEE 12' WIDE GATE ' EXISTING UTILITY POLE (TYP) 1 d' 01 1 /0 0/1 I I 1 0 / � o C) ► I / 1 I I 1 rvz EXISTING WOOD FENCE EXISTING CONCRETE DUMPSTER PAD INSTALL NEW 6' THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2 - LAYER 1.57 LIMESTONE GRAVEL. ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2- BASE OF 2" TO DUST COMPACTED. I/ERIZONWIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 41 S. VJA of ARKANSAS 1/�AREGISTERED —s E PROFESSIONAL ENGINEER No. 119x 1 P i T Ali9 A711FlE d THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP. INC. DATED 07/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXI5IING CONOTRONS PRIOR TO COMMENCEMENT OF CONSTRUCTION_ &=MmF L EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0190 FAX: 2059562632 IVESVILLE_AR-B 1657848 LITTLE ROCK gm AWAMS, LOOR°NAWS 14309 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'05.949"N LON:-92°25'49.414'9N 6N�� SITE LAYOUT PLAN 02 EST. NOM GNNETIC 1.T7 f c rt W E S INSTALL NEW 6" THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXILE FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2 - LAYER #57 LIMESTONE GRAVEL. ON TOP OF 2' LAYER CRUSHER RUN, ON TOP OF 2' BASE OF 2' TO DUST COMPACTED. INSTALL 2' MIN. LAYER CLEAN PINESTRAW MULCH (TYP) 0 /0 INSTALL NEW 7 GALS ELEAGNUS SHRUBS AT 4'-0 O -C., MIN. 30" TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET a INSTALL NEW RED MAPLE TREES AT 27'-0" O.C., MIN, 2' CALIPER WHEN PLANTED. SEE PLANT UST TABLE & 'FREE PLANTING DETAIL THIS SHEET 4- TAIL, 36' DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES `+a ROOT "'—TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X TREE PLAN7IN PLANTING LIST QUANTITY SCIENTIFIC COMMMMON MATUNAME XE WT)l?Z; 8 'ACER RUBRUM' RED MAPLE 60 Fix 20 FT 43 'ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW GENERAP NTI GN2S= 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE 2. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING. AND AFTER INSTALLATION. 5 ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. HALL BE RESPONSIBLE FOR LOCATING ALL 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR S UNDERGROUND UTILITIES TO ALL UTILITIES DURING COURSE OF THE WORK. ES AND SHALL AVOID DAMAGE NG ALL 7 NOT LIMITED TTO:RWATERNG, SPRAYING.RMULCHYINGG,, FERTIIUZATION,� (INCLUDING. IS RESPONBLE OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. 6 THE OGREES TO PERFORM ALL UNLESS OTHERWISE SEDETERMINED.MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEARGUA 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION, 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION- 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE SOF THE AME SPECIES) SHALL BE QUANTITY, SIZE ATLYMEMOVEDETING ALL S:)w THE CATIE AND REPLACED WITH MATERIAL OF THE 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK'. LATEST EDITION. REPRESENTS GUIDEL]NE SPECIFICATIONS ONLY AND SWILL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. ATED 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SP►�51 EY VNTY ARBORIST OR WHERE DISTURBED AT APPROVED UTILIY CROSSINGS. REPLANTING IS SUB. CT TO COUNTY A APPROVAL 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZON WIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY:MDB If. ARKANSAS *,� 110 ilsTERE0 PROFESSIONAL ENGINEER fMCgVAM%NRKK3WS0aRE a SEAL) a� EXCELL COMMUNICATION, W- 6247 AMBER HILLS ROAD BI RMI NGHAM, ALABAMA 35173 PHONE: 205.4S5.OLB8 FAX: 2D&9562M IVESVILLE_AR-B 1657848 LITTLE ROCK SIZE MMESS I COORDINATES 14309 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34148'05.949"N LON:-92'25'49.414"W 6NEEf TIRE SITE LANDSCAPE PLAN THIS PLAN IS BASED ON A SURVEY BY SMW SITE CAP PLAN 04 ENGINEERING GROUP. INC. DATED XX/KX/XX. SCALE: 3/16" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDTIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. S 00'05'40' V S 00'57'05' W 1 "OPEN TOP CANMLL ROAD PUBLIC RIGHT-OF-WAY (ASPHALT) POS /� sU70,�ID1M EASna 4TESS& S 89'22'59' E S 69.34'18' E (R) CONCRETE FLUME us � v � POC z 45 X &5 LEM AREA AND x 30' Z NG)U=1r"GR= & UTLJ7'Y ■'ASXUk�Yr U \ n 3 \♦ RAMP ♦\ zd m it r a wai inn"` aro 9� 4 O N 25, m xa z PARENT TRACT JG CONSTRUCTION I LEWIS REALTY INSTRUMENT 82-6500 ASPHALT PARKING \\J` BUILMNG 1 E CURB INU CR) ® on S_�IGN ��y CURB fh POE _ So' INGR W1XGR= &♦1117 J \ `-� IPIU.IPi' EISSi[F2r1` ♦\ g.!'t'A7 0.24 ACRES. ` ASPHALT PARKING ♦\ CzW= OF To1v a �. LAI' 94'18'05.899' NORTH i.GN: 92'25'40.414' 1•>i57' �. GROMM k7MA1708' 9I0.8' 1 fly "+6'E S IF'G ,ND O - 5/s' CAPPED REa1R SET 22.23'40' W 45'x1' L2 N 67.36'20' W44SM' N L9 N 22'23'40' E I z L4 U POD - P(wr OF cONNE19D6VN - LChrr POLE Ei r� 1 A - GIICUUTED POW z fn O U - sETBAEYr 0hylompokm AM1ER •. ,,. - SANRARY SEWID? ---------------- N 01.02 43E CL Q Q N O 30' 60' g0' SCALE. 1' - 30' IV SANITARY MAN1 TOP -707.37' 81N�3O0.57' 2+9N-299.37 OUf=294.02' JG CONSTRUCTION / LEWIS REALTY NO DEED REFERENCE O + Im i�I I I = ArArr�ualr o IN 13 D 80' ti 1 G 31D 309 P08 d5' I.6ASF AREA 0.07 ACR&41- WI -71 11 it 1 .: !-WOOD FENCE SURVEYOR'S NOTES 1. Topographic de Lease Parcel Survey, made on the ground under the suparvision of an Arkansas Registered Land Surveyor. trite of field survey Is May 19, 2005. 2. Bearings oro based on Arkansas South State Piano Coordinates NAD 83, 3. No underground utiliitr". underground encreachmants or building fou"40VOns were measured or localad as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. 4. 8enchmork used is a concrete monument and brass disc- NAVO 88 Datum with an estab6ahed elevation of 304 feet. (92.8 meters), PIO AE2985. Onsite benchmark is as shown homi:n. Elavationa shown are in feet and refer to HAVD 88. 5. This survey was conducted for the purpose of a Topographic & Lease Pofcai Survey only. and is not Intendad to "ineato the regulatory jurisdiction of any federal, state. regional or local agency, board, cammiss;on or other similar entity. S. Attonilan is directed to the fact tliat this survey may havm been reduced or eNarged in alio due to reproduction. This should be token into consideration when obtaining scaled data. 7. The Survey was conducted with the benefit of a Certificate of Title Examinotlon by SteworA Title of Arkanaas File #5051442, doted May 25, 2005. No survey mattem were listed in the apacific axceptlons. 5. Surveyor hareby statas the Geodatic Coordinatcs and the elevation shown for the proposed cantedine of the tower are accurate to within +/- 15 feet horizontally and to within +/- 3 feet vertically (FM Accuracy Coda 1A). 9. Survey shown hereon confarme to the Minimum Requirements as set forth by the State Board far a Claes A' Survey. 10. Field data upon which this map or plot is bamed has a closure precision of not lose than one -foot in 15,000 feet (1':15.000') and an angular error that does not exceed 10 secands limes the square root of the number of angles turned. Field traverse was not LINE BEARINGDLSTAAiCE IF'G ,ND O - 5/s' CAPPED REa1R SET 22.23'40' W 45'x1' L2 N 67.36'20' W44SM' O - SET PK NAIL L9 N 22'23'40' E ® - GAS N£IFR L4 S 67.36'20' EL.5 POD - P(wr OF cONNE19D6VN - LChrr POLE S 67'35'20' EL6 - Pmm4 POLE A - GIICUUTED POW N 2.223'40' EL7 Go - gzrot= Awl);&UPW S 87'5720' EL8 - sETBAEYr 0hylompokm AM1ER •. ,,. - SANRARY SEWID? ---------------- N 01.02 43E CL JG CONSTRUCTION / LEWIS REALTY NO DEED REFERENCE CONCRETE DUMPSfER PAD OUT -30D.73 Y�-11111 R.O.W. MONUMENT J - N:26BB621.540 S- W---- 81,23 ggY W -- tr E:1183803.755 6 I8 - POWER sox IF'G ,ND O - 5/s' CAPPED REa1R SET ®- wArEx NE7ER (sw�'1 m - 7ELEPHONE PEDESTAL e - POUND PROPE77Y WRKE1b © - GAS VALVE O - SET PK NAIL ® - W,47FR VALVE - 7EIIIPORArrf sEN9f MARK ® - GAS N£IFR POLI - POW OF SEE.nw1W9 U - RFt HYDRANT POD - P(wr OF cONNE19D6VN - LChrr POLE mx - Pow or OVAC - Pmm4 POLE A - GIICUUTED POW a GUY ANCHOR Go - gzrot= Awl);&UPW - NIGM-OF-WAY - sETBAEYr 0hylompokm AM1ER •. ,,. - SANRARY SEWID? ---------------- STOW SEWER OVFRHFAD PDWER PARENT TRACT (INSTRUMENT #82-6500 PROVIDED BY CLIENT) Portal the HE 1/4 NE 1/4, Section 19. Township 2 North, Range 13 West. Putaeld County, Arkonees, more particularly described a6 follows: Commencing at bhir NoMweat Comer of the E 1/2 W 1/2 NE 1/4 hlE 1/4, Section 19, Township 2 Nmrth. Range 13 West thence South 00 degrees 05 minutes 40 seconds East 15.44 feet to Lha point of beginning; thence North 89 dogmas 34 minutes 18 seconds East 141.66 feat; thence South 86 degrees 10 minutes 32 seconds East 195.57 feet; thence South 354.62 feet; thence North 69 degrees 36 minutes 29 ascends West 359.19 feet; thence North 00 degrees 05 minutes 40 seconds West 251.47 feel to the point of beginning. 45' X 65' LEASE AREA A parcel of land being a portion of that certain tract of land as described in Instrument #82-5500 in the Circuit Clark's Office, Pulaski County, Arkansas lying in Section 19, Township 2 North. Range 13 West and being more partieuloriy described as follows: Commence at a 1' *pan top pipe found in place at the Northwest corner of Said tract of land; thence run S 41'39'47" E for a distance of 396.83 feet to a 5/8' copped Lobar met (SLOW) and the Point of Beginning; thence S 22'23'40" W for a d3etonaa of 45.00 foot to a 5/8' capped rebar act (SMW); thence N 6736'20' W for a distance of 65.00 feet to a 5/8' copped rebar set (SMW); thence N 22'23'40' E far a dietanee of 45.00 foot to a 5/8" capped rebor set (SMW): thence 5 87J6'2D' E for a dlslance of 65.00 feet to a 5/8' capped rebor sat (SMW) to the Point of Beginning. Sold above described parcel contains 0.07 acres, mare or less, 30' INGRESS/EGRESS & UTIIl'PIT EASEMENT An awarnent being a portion of that certain tract of land as described in Instrument 182-6500 in the Circuit Clerk's Ofrme, Pulaski County. Arkansas lying in Section 19, Township 2 North, Range 13 West and being more particularly described os follows. Commence at a 1" open top pipe found in place of the Northwest comer of said tract of land: thence run S 41'3947' E for a distance of 396.83 teat to a 5/8' capped mbar sot (SLAW): Umme 5 2.2'23'40' W for a distance of 45.00 feet to a 5/8' capped rebor set (SMW); thence N 8736'20- W for o distance of 6:.5.00 feet to a 5/8" capped mbar set (SMW): thence N 2723'40' E for a distance of 45.DO feet to a 5/8' capped tabor act (SWM; thence S 6736'2'Y E for o distance a1 32.50 feet to the Paint of Beginning of an Ingroes/Egress and Utility Eaaement IDON 30 feat in width and tying 15 feet an each aide of the following described centerline; thema N 22'23'40' E for a distance of 25.97 feet to o point; thame S 8753'20" E for a distance vT 73.76 fest to a point: thence N 01'0243' E far a distance of 245.95 feet. more or lase, to the South dght-of-way line of Cantrell Road and the Point of Ending. Said above descrIbed casement contains 0.24 acres more or less. FLOOD NOTE TTre subject property appears to lie in Zara 'AE' of the Fiend Insurance Rats Map Community Panel No. 0501810041 F. which bears on effective dote of October $9. 2001 and IS in a special flood bsiord area, wAh a base eiervatlem of 312 feet as Scaled from sold flood map. No field measurements were used in thls determination and an elevoUon certificate may be needed for verification. SURVEYOR'S CERTIFICATION To Verizon Wiraless: This Is to certify that this mop or plot and the survey on which it is based were made In accordance with 'M[nimum Standard OstaO Requirements for ALTA/ACSM Land Titin Surveya; Jointly established and adopted by ALTA. ACSM and NIPS in 1899, and inGludae Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, HSPS, and ACSM and in effect on Lha data of this certification, undersigned further certifies that- • the survey measurements were made in accordance with the 'Mtnlmum Angle, Distance, and Closure Raqulremenbi for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys.' William L How Arkansas Regi orad No. 1425 �SnTyATEFF 0� Ii.[t.�AJ, AS No. 14 � . r NATUREOrg IVESVILLE_AR 1657846 SEC. 19, T -2-N, R -13-W PULASKI COUNTY, ARKANSAS V N 0 O O N LO N 4 o�N N w.,Pit LV 0 Jam � W J U oELQ CL Q Q N � h W �x Ln ¢ o k' U3 W W � W � V N 0 O O N LO N 4 o�N N w.,Pit