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HomeMy WebLinkAboutZ-7913-A MapVERIZON WIRELESS TENNESSEE -PARTNERSHIP ( HERE/N AFTER REFERRED TO AS 'LESSEE") SITE NAME:CHENAL PARKWAY AR 424 KIRBY ROAD PULASKI COUNTY: LITTLE ROCK, AR 72211 T -CELL#: 165789B DRAWING INDEX 01 TITLE SHEET 1 OF 1 SITE SURVEY 03 OVERALL SITE LAYOUT PLAN 04 SITE LAYOUT PLAN 05 TOWER ELEVATION & ANTENNA MOUNTING 06 SITE LANDSCAPE PLAN APPLICANT ADDRESS VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 CONTACT: JIM VENDITTE PHONE: (501) 25&1379 PROJECT MANAGER EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, AL 35173 CONTACT: BRIAN SANDERS PHONE: (205) 956-0198 EXT.211 RADIO ENGINEER DAVID MASON (682)831-3234 CONSTRUCTION ENGINEER JIM VENDITTE (501)258-1379 IMPLEMENTATION MANAGER SCOTT CATES (6B2) 831-3220 CONSTRUCTION MANAGER TRACY REEVES (682) 831-3245 PERMITTING BUILDING PERMIT: CITY OF LITTLE ROCK MARK WHITAKER OR REX LYONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK, AR 72202 (501)3714839 SITE INFORMATION SYSTEM: LITTLE ROCK BTA T-CELL#:165789B PROPERTY OWNER PARKWAY PLACE SWIM & RACQUET CLUB, INC 500 KIRBY ROAD LITTLE ROCK, AR 72211 PHONE: (501)686-9686 911 SITE ADDRESS 424 KIRBY ROAD LITTLE ROCK, AR 72211 POWER COMPANY: ENTERGY BOOS. LOUISIANA LITTLE ROCK, AR PHONE: (800) 368-3749 ENGINEER: ASSIGNED AT TIME OF ORDER TELEPHONE COMPANY SOUTHWESTERN BELL #1 SHACKLEFORD LITTLE ROCK, AR PHONE: (806) 321-7404 ENGINEER: CHRIS KEATHLEY (501) 3736594 POLICE DEPARTMENT PULASKI COUNTY SHERIFF DEPARTMENT PHONE: (501) 340-6600 FIRE DEPARTMENT LITTLE ROCK FIRE DEPARTMENT PHONE: (501) 371A829 DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 1-635 EAST TO 1-30. TAKE 1-30 EAST TO LITTLE ROCK, AR.. FROM 1-30 IN LITTLE ROCK TAKE 1430. TAKE EXIT 6 AND GO WEST ( THIS IS THE WEST END OF 1.630) TO GET ON FINANCIAL CENTER PARKWAY (GO UP THE HILL) THE ROAD NAME WILL CHANGE TO CHENAL PARKWAY. TRAVEL FOR 2.2 MILES TO A TRAFFIC SIGNAL CONTROLLED INTERSECTION WHICH IS "PARKWAY PLACE / LOYOLA". TURN LEFT ON PARKWAY PLACE AND GO SOUTH FOR 0.1 MILE. TURN RIGHT ON WEST MARKHAM AND GO WESTERLY FOR 0.1 MILE TO OAK MEADOW. GO STRAIGHT ON KIRBY ROAD TO THE LEFT. OAK MEADOW WILL GO TO THE RIGHT. THE SITE IS AT THE NORTHWEST OF KIRBY ROAD AND OAK MEADOW. APPLICABLE BUILDING CODES AND STANDARDS CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BYTHE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (IIA) 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3' AND 'HIGH SYSTEM EXPOSURE7) ANSI T1.311, FOR TELECOM -DCPOWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. Sy 1313I1T1i & Devsioprr:ee' Sti�'.� L7hj6C �1'vF P@ITTIIt. ANY DEVIAT ON FROM APPROVED SIT` PLr?•a VOIDS T{- iS PERMlIT. VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TEXAS 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 1 ➢B/16!05 RELOCATEDTOWER 0 1(37/18/051 ISSUED FOR ZONING REV DATE I DESCRIPTION PR fle'l OZ- f��ICyfiO�iNEER dd W.ANS AS R REGISTERED PROFESSIONAL ENGINEER I 01, dpi/t No. 119201t��d+ D Tl-_,- 8 SEAL) I�1G. EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CHENAL PARKWAY AR T -CELL# 165789B LITTLE ROCK BTA SITE ADDRESS! COORDNATES 424 KIRBY ROAD LITTLE ROCK, AR 72211 LAT: 34°45'5.105"N LON:-92°25'47.349"W SHEETTm E TITLE SHEET SHEET NUMBER 01 POC 60' X 50' LEASE AREA AND 30' LNGRWSJECRI & 117= 117 EASSMH1h17'- LOT 48 SECOND PHASE PARKWAY PLACE PLAT A, PAGE 90 LOT 49 LOT 50 CITY OF LITTLE ROC 55 NO DERE REFERENC CURB & GUTTER s/s'1tEBpR 137,5q•�� -` `508841 POB 5LLA 50' R 60' w LEASE AREA 0.08 AC=jL TEMPORARY BENCHNARR' KAM im TREE 6/6•REBAR ELEVATION = 487.69' V CMNIJX% FENT TENNIS COURTS (ASPHALT PARKING) ~ JcuRD INLET 0 - PMM Box SURVEYOR'S NOTES ® = WATER 1ETER 577,73'.* � �— ..,rfL CURB & GUTTER jj Ij� J 00'7 11n• v . 1. Topographic & Le les Parcel Survey. mode on the ground under the supervision of an © - as VALVE 0 - SET PK "L 8 - WATER YALVE Arkansas Registered Land Surveyor. Date of fiord survey is May 13, 2005. ® - GAS AETER s'4G'E 17 - FW fnDPAMr 2 Bearings are basad on Arkonsas South Stale Plane Coordinates NAD 193. (F - LIAlr POLE FSK a pow OF DOw6 $ - MMR POLE 3. No underground utilities, underground en buildingfoundations F W - RECOId7tD r G9XWn0N = Rot i-OP4"y - SLlm - UryyzRGgpagO HATER - SWTARY a -REP __------_----__ - 57OW SMM M]R'E O wwDi as showand shrubs measured or located a part of th13 survey, roothmen otherwise not located, unless otherwise shown. N0� 4. Benchmark used is a concrete monument and braes disc. NAVD 85 Datum with an Z elevation of 304 feet, (928 meters), PID AE2985. Onsite benchmark is as established 1 ,yam shown hereon. Elevatons shown are in feet and refer to NAVD 88. rn I JT �i 5. This survey was conducted for the purposa of a Topographic & Lease Porcel Survey rano 425 only, and is not inlanddd to derineoke the regulatory jurisdkGon of any federol, state, a regional or loco$ agency. board, commEsaion or other similar entity. [s 5, Attention is dlmcted to the fact that this, survey may have been reduced or enlarged in tic= due to reproducDan. Th7s should be taken into comidarvUon when obtaining scaiod data. 7. This Survey was conducted with tho benuflt of a Certificate of T11 -in Examination by Stexort Title of Arkansas dated May 75, 2D05. There are no survey maters in the Specific Ex-Ttions. B. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerline of the tower are accurate to within +/- 15 feet hortzontaly and to wllhin +/- 3 feet vertically (FAA Accuracy Coda 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Clogs A• Survey. 0 30' 60' 90' 10. Feld data upon which this map or plot U based has a closure precision of not less than one -foot in 15,000 feet (1'.15,000') and an arqular error that does not exceed 10 F seconds times the aquvre mot of the number of angles turned. Feld traverse was not SCALE: 1" a 30' =. adjusted. '�•fr POC 60' X 50' LEASE AREA AND 30' LNGRWSJECRI & 117= 117 EASSMH1h17'- LOT 48 SECOND PHASE PARKWAY PLACE PLAT A, PAGE 90 LOT 49 LOT 50 CITY OF LITTLE ROC 55 NO DERE REFERENC CURB & GUTTER s/s'1tEBpR 137,5q•�� -` `508841 POB 5LLA 50' R 60' w LEASE AREA 0.08 AC=jL TEMPORARY BENCHNARR' KAM im TREE 6/6•REBAR ELEVATION = 487.69' V CMNIJX% FENT TENNIS COURTS (ASPHALT PARKING) ~ CENTHRZ OF TOTER LAT: 94.45'05.105" NORTH LON. 92'2547.940• WMT GROUND ELEYATIUN: 474.1' PARKWAY PLACE SWM & RACQUET CLUB D.B. 89, PG. 53797 04G 5 a fl�h' Y� Cg�R flF�AY CONCRETE CLUB HOUSE \SIG POB o 90' fyiCR£55'/EG77F4C & n U1'= PACRNrkNT 0.14 ACRM-+ A. A. m WT m Saul JcuRD INLET 0 - PMM Box S 85'22143^ E ! ® = WATER 1ETER 577,73'.* � �— ..,rfL CURB & GUTTER jj Ij� J 00'7 11n• v . CENTHRZ OF TOTER LAT: 94.45'05.105" NORTH LON. 92'2547.940• WMT GROUND ELEYATIUN: 474.1' PARKWAY PLACE SWM & RACQUET CLUB D.B. 89, PG. 53797 04G 5 a fl�h' Y� Cg�R flF�AY CONCRETE CLUB HOUSE \SIG POB o 90' fyiCR£55'/EG77F4C & n U1'= PACRNrkNT 0.14 ACRM-+ A. A. m WT m Saul PARENT TRACT (DEED HOOK 89, PAGE 58791) Lot A of the Replot of Tract 2. Parkway Floor. on addition to the City of Little Rock, Pulaski County, Arkenacs, on shown on the mp!et there& Rfad in Plot Book A-755 in the records of the Circuit Clerk and Recorder of PulaaW County, Arkansas. 50' X 50' LEASE AREA A parcel of land lying in Section 6, Township 1 North, Range 13 West, Pulaski County, Arkansas and tieing more porUculorty described w follows: Commenrn at a 5/B• rebar found In piece at the NortIMUct tamer of a ports[ of land as recorded in Deed Book 59, Page 55791 In the Circuit. Clerk's Dineii. Pufuski County, ArkanmT, Lhenco nm S B737'09" E a drstarim or 13754 feet to 0 5/$' rebor get (SMW) and the Point al Beginning: thence S 8640'18' E a dartonce of 50.00 feet to a 5/8• rahor net (SMW); thonoe 5 01'19'42' W a dislanco of 50.00 fest to a 5/81 reear set (SMW); thence N 88'40'1$" W a distance of 50.00 feat to a 5/8' mbar set (SMW); thence N 01'19'42• E a distance of 50,00 feel to the Point of Scglnning. Sold above described porcel contains 0.06 acres, morn or Iris. 30' INGRESS/EGRESS & UTILITY EASEKENT A parcel of rand lying In Scotian 6, TOwnahip 1 North, Range 13 West, Pulaski County, Arkansas and being more particularly described m follows U Q W LQ J U CL 15 13 CL 000 i W O 90' dPDRESSf51CRLS3 & Commence nt a S/8• rubor found In place at the Northwest eomor of a parcel of land a7 pw, '_' R14LMCM' maardad in heed Doak 69. Pogo 53791 in the Circuit Clerk's Office, Pulaski County. Arkansas: then= run 5 62'37'019' E o distance of 137.54 feet to a 5/8" rebar set (SRW) writ Lha Paint of Eeglnn7ng. thence S AB'4CP16- E a dmtence of 50.00 feet to a 5/8- rebor set (SMW); thzocs 5 D7'19'42• W a dlatance of 28M feel to tha Point of 6 "=ming OF on Ingrown/Egress and Utitlty Easement being 30 feat In width and lying 15 loot on each tilde of the rationing described etedine, thence 5 BkT20*4W E a distance of 177.73 feet, mare or leis, to the Weat right-of-way lino of Kerby Road cnd the Point of Ending. Said atravo dascribad duuemeat contains 0.14 arsh:s, more or less. FLOOD NOTE The subject property appears to no in Tons'.*" of the Flood Insuroncc Rote Mop Community Panel No. (150161 0043 F, which bears an eHeative dale of October 79. 7001 and IS NOT in a specld flood hazard ores. No Raid measurements were used in this dotorminoWn and On eravatia[h 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 Ts based were made In occardonce with Minimum Sfandord Detail Requhuments for ALTA/AMU Land Title Surveys; Jointly asfahOnhed and adopted by ALTA, =M and HSPS in 1999, and Tncludoa Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, end ACSM and in effect on the dale of this certification, undersigned further cerfkim that; • the survey measurements were made in accordance with the "Minimum Angle, Distance. and Closure Requirements for Survey Measuremerm Whkb Control Land Boundaries for AuTAy/ACSM Land True Surveys." William L Ho*'siE Arkansas kepkstC No. 1425 CHENAL PARKWAY AR SEC. 6, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS C E I U 5 C 4) !F N to t 00 O 0 Cd co 00 V] C4 N v Pk LCs'C 0 - PMM Box o - "I CAPPW gum 5-r ® = WATER 1ETER fskv m - TELD NONE PEDESTAL e - FD WW PAUPPA7Y iWJJffR © - as VALVE 0 - SET PK "L 8 - WATER YALVE * - TDIPORARY Berry !LARK ® - GAS AETER P09 - POW OF BEDOWIG 17 - FW fnDPAMr POC - PQAT OF ONQ47YaXENr (F - LIAlr POLE FSK a pow OF DOw6 $ - MMR POLE A - CKCUATED PCWr - GUY ANCHOR --�v--- W - RECOId7tD r G9XWn0N = Rot i-OP4"y - SLlm - UryyzRGgpagO HATER - SWTARY a -REP __------_----__ - 57OW SMM M]R'E O wwDi PARENT TRACT (DEED HOOK 89, PAGE 58791) Lot A of the Replot of Tract 2. Parkway Floor. on addition to the City of Little Rock, Pulaski County, Arkenacs, on shown on the mp!et there& Rfad in Plot Book A-755 in the records of the Circuit Clerk and Recorder of PulaaW County, Arkansas. 50' X 50' LEASE AREA A parcel of land lying in Section 6, Township 1 North, Range 13 West, Pulaski County, Arkansas and tieing more porUculorty described w follows: Commenrn at a 5/B• rebar found In piece at the NortIMUct tamer of a ports[ of land as recorded in Deed Book 59, Page 55791 In the Circuit. Clerk's Dineii. Pufuski County, ArkanmT, Lhenco nm S B737'09" E a drstarim or 13754 feet to 0 5/$' rebor get (SMW) and the Point al Beginning: thence S 8640'18' E a dartonce of 50.00 feet to a 5/8• rahor net (SMW); thonoe 5 01'19'42' W a dislanco of 50.00 fest to a 5/81 reear set (SMW); thence N 88'40'1$" W a distance of 50.00 feat to a 5/8' mbar set (SMW); thence N 01'19'42• E a distance of 50,00 feel to the Point of Scglnning. Sold above described porcel contains 0.06 acres, morn or Iris. 30' INGRESS/EGRESS & UTILITY EASEKENT A parcel of rand lying In Scotian 6, TOwnahip 1 North, Range 13 West, Pulaski County, Arkansas and being more particularly described m follows U Q W LQ J U CL 15 13 CL 000 i W O 90' dPDRESSf51CRLS3 & Commence nt a S/8• rubor found In place at the Northwest eomor of a parcel of land a7 pw, '_' R14LMCM' maardad in heed Doak 69. Pogo 53791 in the Circuit Clerk's Office, Pulaski County. Arkansas: then= run 5 62'37'019' E o distance of 137.54 feet to a 5/8" rebar set (SRW) writ Lha Paint of Eeglnn7ng. thence S AB'4CP16- E a dmtence of 50.00 feet to a 5/8- rebor set (SMW); thzocs 5 D7'19'42• W a dlatance of 28M feel to tha Point of 6 "=ming OF on Ingrown/Egress and Utitlty Easement being 30 feat In width and lying 15 loot on each tilde of the rationing described etedine, thence 5 BkT20*4W E a distance of 177.73 feet, mare or leis, to the Weat right-of-way lino of Kerby Road cnd the Point of Ending. Said atravo dascribad duuemeat contains 0.14 arsh:s, more or less. FLOOD NOTE The subject property appears to no in Tons'.*" of the Flood Insuroncc Rote Mop Community Panel No. (150161 0043 F, which bears an eHeative dale of October 79. 7001 and IS NOT in a specld flood hazard ores. No Raid measurements were used in this dotorminoWn and On eravatia[h 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 Ts based were made In occardonce with Minimum Sfandord Detail Requhuments for ALTA/AMU Land Title Surveys; Jointly asfahOnhed and adopted by ALTA, =M and HSPS in 1999, and Tncludoa Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, end ACSM and in effect on the dale of this certification, undersigned further cerfkim that; • the survey measurements were made in accordance with the "Minimum Angle, Distance. and Closure Requirements for Survey Measuremerm Whkb Control Land Boundaries for AuTAy/ACSM Land True Surveys." William L Ho*'siE Arkansas kepkstC No. 1425 CHENAL PARKWAY AR SEC. 6, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS C E I U 5 C 4) !F N to t 00 O 0 Cd co 00 V] C4 N v Pk NEW 120' STEALTH -- FLAGPOLE EXISTING CURB \ & GUTTER (TYP) 137'�j• -� NEW LANDSCAPING NEW TENANT 6'-0" X I 16'-0' EQUIPMENT PAD I NEW 8' TALL WOOD COMPOUND FENCE NEW 50'-0' X 50'-0" LEASE AREA I EXISTING PROPERTY UNE (TYP) --�_ 140'140'x, f I I i f I 1 I I f I f I 7� EXISTING FIRE STATION I o 41 - - I - +a. EXISTING TENNIS COURTS EXISTING CHAINUNK - FENCE NEW 4'-0' X 10'-0" GENERATOR PAD EXISTING CONCRETE -- SIDEWALK i 1 i NEW 12' WIDE f ASPHALT DRIVE �' THIS SECTION OF EXISTING CURB TO BE REMOVED EXISTING ASPHALT I I PARKING CENTERLINE OF I PROPOSED 30' WIDE ACCESS/UTILITY EASEMENT }� EXISTING CLUB HOUSE swr� EST. NA GGNNE 10 1.76'± c m W E S R w x Y r - w 3 \ L• Y SCI � I � f EXISTING UTILITY POLE (TYP) I I —EXISTING SIGN i a l OVERALL SITELAYOUT PLAN SCALE: 1" = 20'-0_ THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 05/25/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TEXAS 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB �L �SA5 REGISTERED PROFESSIONAL ENGINEER r No. 11926 _6 (EPTTVALM'M►WMLff 5,GMTUFlE & SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CHENAL PARKWAY AR T -CELL# 165789B LITTLE ROCK BTA SrrE AtRAtE_s$ i COOMM70 424 KIRBY ROAD LITTLE ROCK, AR 72211 LAT: 34°45'5.105"N LON: -92°25'47.349"W SHEET 7rRE OVERALL SITE LAYOUT PLAN SHEET NUMEEA 03 EXISTING J WOOD FENCE NEW B' TALL COMPOUND WOOD FENCE NEW TENANT ELEVATED ICE BRIDGE NEW 6'-0" X 16'-0" EQUIPMENT PAD. NEW LANDSCAPING (TYP) NEW 6' WIDE LANDSCAPE BUFFER i II {I i NEW 120' STEALTH NEW GENERATOR ON NEW FLAGPOLE j 10'x4' CONCRETE PAD. SITE LAYOUT PLAN SCALE:1/4" = 1'-0" 22" x 34" PAPER SIZE SCALE: 1/8' = 1'-0' 11' x 17" PAPER SIZE �- NEW UTILITY RACK, NEW 12' WIDE GATE CENTERLINE OF NEW 30' WIDE ACCESS & UTILITY EASEMENT -t—`-----,--_ L— NEW 12' WIDE ASPHALT DRIVE NEW 50' X 50' LEASE AREA EST.NOETIC 1.76'± C Fn W E S THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 05/25/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEE Pr 4 RTNERSHIP 500 WEST DOVE ROAD SOLITHLAKE, TEXAS 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 1 09/16/05 RELOCATEDTOWER 0 07/16/05 ISSUED FOR ZONING REV PATE DESCRIPTION PR A NEER P.}C � AN5A5 5REGISTERED 4 PROFESSIONAL ENGINEER 11926] w [NpT VAL1D WTiliOlfi SR3HATLRE &SEAL) mw EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CHENAL PARKWAY AR T -CELL# 1657896 LITTLE ROCK BTA SRE ADDRESS I COORDINATES 424 KIRBY ROAD LITTLE ROCK, AR 72211 LAT: 34°45'5.105"N LON:-92'25'47.349"W SNEETTRLE SITE LAYOUT PLAN In z z z w w J a a z w w in in = J J En z tL O O w N Z J w z U I TOWER IE A NEW LESSEE ANTENNAS CENTERLINE 117.0' FUTURE ANTENNAS FUTURE ANTENNAS 1 TOWER ELEVATION DETAIL 1 NTS NEW 120' STEALTH FLAGPOLE NEW WOOD FENCE 474.1' AMSL GPS ANTENNA 1-1/4" GALVANIZED PIPE CABLE BRIDGE SUPPORT NOTE: GPS ANTENNA SHALL BE MOUNTED ON ICE BRIDGE POST NEAREST TO SHELTER GPS ANTENNA DETAIL DETAIL 2 ' ONE ANTENNA PER SECTOR TOWER MOUNTING PLAN VIEW SECTION A 3%8• = 1'-0" — EST. MAGNETIC 1.7st c m W E S 2p. NOTES 1. ALL AZJMUTHS ARE REFERENCED FROM TRUE NORTH 2. ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AER/ZONWIRELESS TENNESSEE PARRTNERSf11P 500 WEST DOVE ROAD SOUTHLAKE, TEXAS 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 1 D61T6/m RELOCATEDTOWER 0 07/113/M ISSUED FOR ZONING REV DATE DESCRIPTION PROFE;SGINEER �ff5IME pF ARKANSAS NA SAS `: REGIS T EKED PROFESSIONAL ENGINEER I v uREa sEALI Dor- EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CHENAL PARKWAY AR T -CELL# 165789B LITTLE ROCK BTA SITE ADDRESS I CODRDNATES 424 KIRBY ROAD LITTLE ROCK, AR 72211 LAT: 34°45'5.105"N LON: -92°25'47.349"W SHEE M71E TOWER ELEVATION & ANTENNA MOUNTING SNEET NDW®F11 05 5= JO ¢a NEW LESSEE ANTENNAS ON NEW MOUNT (TYP) RXO/TXO NEW STEALTH FLAGPOLE I � 0 ��pl - . Z� ONE ANTENNA PER SECTOR TOWER MOUNTING PLAN VIEW SECTION A 3%8• = 1'-0" — EST. MAGNETIC 1.7st c m W E S 2p. NOTES 1. ALL AZJMUTHS ARE REFERENCED FROM TRUE NORTH 2. ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AER/ZONWIRELESS TENNESSEE PARRTNERSf11P 500 WEST DOVE ROAD SOUTHLAKE, TEXAS 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 1 D61T6/m RELOCATEDTOWER 0 07/113/M ISSUED FOR ZONING REV DATE DESCRIPTION PROFE;SGINEER �ff5IME pF ARKANSAS NA SAS `: REGIS T EKED PROFESSIONAL ENGINEER I v uREa sEALI Dor- EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CHENAL PARKWAY AR T -CELL# 165789B LITTLE ROCK BTA SITE ADDRESS I CODRDNATES 424 KIRBY ROAD LITTLE ROCK, AR 72211 LAT: 34°45'5.105"N LON: -92°25'47.349"W SHEE M71E TOWER ELEVATION & ANTENNA MOUNTING SNEET NDW®F11 05 EST. MAGNETIC - - - - - - NDRTH 1.76'E NEW COMPOUND WOOD FENCE NEW ASPHALT DRIVE W E 1 ' 0 0 0 0 11 ; S 000 f I OHO I'll ' �A I I F- � I Iriill NN 0 o 0 I ` I f I I k ;! 0 `ol a +1 e10 I 1 ( ---- 0 0 0 0 ON, NEW 50'x50' LEASE AREA NEW 6' WIDE LANDSCAPE COMMON NAME BUFFER INSTALL NEW 7 GAL. LEYLAND CYPRESS "CUPRESSOCYPARIS LEYLANDII" AT 5'-0' O.C., MIN. 5' TALL WHEN MIN. LAYER - C FAN PLANTED. SEE PLANT LIST TABLE & P2" TREE PLANTING DETAIL MULCH (TYP) THIS SHEET THIS PLAN IS BASED ON A SURVEY BY SMW SITE NDSCAPE PLAN ENGINEERING GROUP, INC. DATED 05/25/05. SCALE: 1/4" = 1'-0" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES LO f BEFORE PLANTINGIsRI TIMES VV! I5X TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT ROOTBAL.L TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 26 "CUPRESSOCYPARIS LEYLANDII" LEYLAND CYPRESS 25 IT x 10 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW GENERAL PLANTING NOTES: 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 AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED 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. 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 OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE STE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 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. VERIZON 1NIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TEXAS 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB Z SAS ~ PL"o*** REGISTERED PROFESSIONAL ENGINEER a cowmFuNxwwmwm mC. EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 CHENAL PARKWAY AR T -CELL# 165789B LITTLE ROCK BTA SITE ADDRESS, CDORo1NAM 424 KIRBY ROAD LITTLE ROCK, AR 72211 LAT: 34°45'5.105"N LON: -92°25'47.349"W SHEET IT11E SITE LANDSCAPE PLAN SHEET MACER w 1'46'E x _ 53 NO DEED REFERENCE O H CURB & GU1TE R (SA" Cn O r - FOOr0 PROP077Y rd4Rn'-R Q = GLS VALVE I ZU 88'41 POB ® = GLS METER 60' R 60' W LEASE AREA iU . 0.08 ACRi".Sz* CC TEWORARY BENCRMARiC - o Z z ELEVATION = 487.69' - 5/8"REBAR .N 88.40 a� --------------- N 0 30' 60' 90' SCALE: 1" = 30' POC 50' X 50' LEASE AREA AND 30' JI GRESSIEGR & UTII.ITY ELIZEA1S1VT- LOT 48 SECOND PHASE PARKWAY PLACE PLAT A, PAGE 90 LOT 49 LOT 50 CITY OF LITTLE ROCK _ 53 NO DEED REFERENCE 0 - 5/e' G4 -PEO amM SET CURB & GU1TE R (SA" 5/8' REBAR r - FOOr0 PROP077Y rd4Rn'-R Q = GLS VALVE O - SET PK MNL 88'41 POB ® = GLS METER 60' R 60' W LEASE AREA iU . 0.08 ACRi".Sz* a w TEWORARY BENCRMARiC - o NAIL IN TREE z ELEVATION = 487.69' - 5/8"REBAR .N 88.40 = UMDERWOVK0 WART SANTIARV SEWER = STORM SEWER - OVERHEAD POWER --------------- z 3 x OII'1 VCFWNLINK POE 30' 1NGRE554rall SB & Commence at o 5/8' mbar found in place at tho Northwest corner of a parcel of land as (>aMGT E4,011ENT FENS thence run S STSVIDO' E o d'ratcnce of 13754 feet to a 5/8' mar bset (SMW) and the Point of Seginnirtg: thence S 88'40' 18' E a distance of 50.00 feet to a 5/8' rebor set (SMW); thence S TENNIS COURTS SURVEYORS NOTES 1. TgwijmpNc & Lease Parcel Survey. mads an the ground under the supervision of an Arkansas Registered Land Surveyor. Dote at field survey ie May 13, 2005. 2. Bearings are based on Arkansas South State Picne Coordinates NAD 83. Z. No underground utiPdtas, underground encroachments or building foundations were measured or located as a Part of this survey, unless othrfrwise nhawn. Trees and shrubs not located, unless otherwise shown. 4. Benchmark 4sed is a concrete monument and brass disc. NAVD 08 Datum with an astab9slked elevation of 304 feat. (92.0 meters). PID AE2985. Onsite benchmark u as shown hereon. Elevations ahorm are in feet and refer to MAYO 88. 5. This survey was conducted for the purpose of a Topographic & Loose Parcel Survey only, and is not intended to deiinaate the regulatory juried;clfon of any federal, state. regional or local agency. board, commission or other similar entity. G. Attention Is directed to the fact that this survey may have been seduced or enlarged in size due to reproduction. This should be taken into aonsldurallon when obtaining scaled dote. 7. This Survey was Conducted with the benefit of a Certificate of Title Examination by Stewart Title of Arkansas dated May 25, 200. There are no survey matters in the Speck Exceptions. 6. Surveyor hereby stoles the Geodetic Coordinates and the elevation shown for the proposed contoriine of the tower are accurate to within +/- 15 feet hodzantolly and to within +/- 3 Feet vertically (FPA Accuracy Code 1A). 9. Survey shown hersan eonlorms to the Minimum Requirements as met forth by the State Board for a Class A' Survey. 10. Field data upon which this map or plot is based has a clasum preeislan of not loss than ane -foot in 15,000 feet (1':15,008') and an angular error that does not exceed 10 seconds times the 5gaom root of the number of angles turned. Feld traverse was not adjusted. (ASPHALT PARKING) r _ oT CURB INLET ~ '?' S 86.20.43• E p�0 ul� 177.73't '1 1 ♦y rH k. I I rrliRB & GU1,}3t fi�.'. �- CENTER OF TOMER LAT: 34.45'05.105" NORTH LON.. 82'25'47.349" WEST GROUND ELEVATION: 474.1' PARKWAY PLACE SWIM & RACQUET CLUB D.B. 89, PG. 53791 CONCRETE SIDEWALK -L31 BAY 5 SST Vj Op�XpY CLUB HOUSE war POB r 30'RM11ESS/EGRESS & T I U7=Fd SF.MRnr7' a 0.14 ACRES-+ W04 U I 0. ``'���►ltllrrrll►���i S�TgATE ANSAS OF 0.142 ��TALLAIVS "1111i11i0 To Vertzon "law. This is to certify that U0s MOP Or plot and the survey an which it Ts based wan made in accordance with 'lgnimum Standard Detail Requirements for ALTA/ACSM Load Title Surveys,/ jointly established and adopted by ALTA. A.CSM and HSPS in 1999, and InCWdes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA HSPS. and ACSM and in effect an the date of this caWf catlon, undersigned further certifies that; • the survey measurements were made in accordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Cantfal Land Boundorias for AI.TA/ACSM Land Title Surveys." William L Howell Arkansas Reglste d No. 1425 rn l .z Cn 52 W � P'. W c a - POMR Box 0 - 5/e' G4 -PEO amM SET El - WATER METER (SA" M 1EiE3*jawE PfGESTAe r - FOOr0 PROP077Y rd4Rn'-R Q = GLS VALVE O - SET PK MNL ® = WAIER VALVE - TEMPORARY BENCH NARK ® = GLS METER POB . PCN? OF aca"I a U = RRE rrTvwuvr Poo - POINr OF Cgvrf�LS+ENr G = LICHr POLE POC - Pawl OF agmw TSL = POWER POLE A = CALCULOW POINT - GUY ANCHOR OU = RECOROED MFORMARON U RWHr-OF-WAY - = SLT34CK _-r-----�.M----r.-- = UMDERWOVK0 WART SANTIARV SEWER = STORM SEWER - OVERHEAD POWER --------------- POB r 30'RM11ESS/EGRESS & T I U7=Fd SF.MRnr7' a 0.14 ACRES-+ W04 U I 0. ``'���►ltllrrrll►���i S�TgATE ANSAS OF 0.142 ��TALLAIVS "1111i11i0 To Vertzon "law. This is to certify that U0s MOP Or plot and the survey an which it Ts based wan made in accordance with 'lgnimum Standard Detail Requirements for ALTA/ACSM Load Title Surveys,/ jointly established and adopted by ALTA. A.CSM and HSPS in 1999, and InCWdes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA HSPS. and ACSM and in effect an the date of this caWf catlon, undersigned further certifies that; • the survey measurements were made in accordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Cantfal Land Boundorias for AI.TA/ACSM Land Title Surveys." William L Howell Arkansas Reglste d No. 1425 rn l .z Cn 52 W � P'. W pARENT TRACT (DEED BOOK 89, PAGE 53791) Lot A of the Reptat of Tract 2, Parkway Place, on addition to the City of Little Rock, Pulaski County, Arkansas, as shown on the replat thereof filed in Plot Book A--756 in the records of the Circuit Clerk and Recorder of Pulaski County, Arkansas. lflps 50' X 50' LEASE AREA F W >. A parcel d land lying in Section 6, Township 1 North, Range 13 West, Pulaski County, Arkansas !! and being mom particularly described as follows: Commence at a 5/8' mbor found in place at the Northwest comer of a portal of land as recorded in Deed Book 89, Page 53791 in the Circuit Clerk's Office. Putoskl County, Arkonsos; Point of a thence run S 62'37'09' E a distance of 137.54 feet to a 5/8' mbar set (SMW) and the R� Beginning; thence S 88'40'18' E a distance of 50.00 feet to a 5/8" radar set (SWW); thence S 01'19'42" W a distance of 50.00 feet to a 5/8" rebor set (SMW); thence N 88'41'18" W a distance 50.00 feet U distance of 50.00 feet to a 5/8' rebor set (SMW); thence H 01'19'42" E a of to the Point of Beginning. Said above described parcel cvntalns 0.08 acres, more or less. F W m 30' INGRESS/EGRESS & UTIIdTY EASEMENT A parcel of land lying in Section S. Township 1 North, Range 13 West, Pulaski County, Arkansas OII'1 and being more particularly described as follows: POE 30' 1NGRE554rall SB & Commence at o 5/8' mbar found in place at tho Northwest corner of a parcel of land as (>aMGT E4,011ENT retarded in Deed Book 89. Page 53791 in the Circuit ClerWa Office, Pulaski County. Arkansas) thence run S STSVIDO' E o d'ratcnce of 13754 feet to a 5/8' mar bset (SMW) and the Point of Seginnirtg: thence S 88'40' 18' E a distance of 50.00 feet to a 5/8' rebor set (SMW); thence S z 01'18'42' W a dlaance aT 25,00 feat to the poled of 8rginning of an Ingress/Egress and Utillty J Easement being 30 feet irk width and lying 15 feet on each side of the following described a centorrne; thence S. 8620'43" E a distance of 177.73 feet, more or teas, to the West O right-of-way line of Kerby Road and the Point of Endtng. Said above described easement contoina 0.14 acres. men or less. a � FLOOD NOTE N The subject property appaora to lie in Zone 'X" of the Flood Insurance Rate Mop Communes Panel E No. 050191 OD43 F, which baars an effective data of October 19, 2001 and IS ROT in o special flood hazard area. No field measurements were used in this determination and an elevation certificate may be needed for verification. SURVEYOR'S CERTIFICATION POB r 30'RM11ESS/EGRESS & T I U7=Fd SF.MRnr7' a 0.14 ACRES-+ W04 U I 0. ``'���►ltllrrrll►���i S�TgATE ANSAS OF 0.142 ��TALLAIVS "1111i11i0 To Vertzon "law. This is to certify that U0s MOP Or plot and the survey an which it Ts based wan made in accordance with 'lgnimum Standard Detail Requirements for ALTA/ACSM Load Title Surveys,/ jointly established and adopted by ALTA. A.CSM and HSPS in 1999, and InCWdes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA HSPS. and ACSM and in effect an the date of this caWf catlon, undersigned further certifies that; • the survey measurements were made in accordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Cantfal Land Boundorias for AI.TA/ACSM Land Title Surveys." William L Howell Arkansas Reglste d No. 1425 rn l .z Cn 52 W � P'. W w lflps Lo � �I 1 �OOJ 4 W h O � U C.D 3 :� OII'1 am h ` o W z Ul rn O F E CHENALPARKWAY_AR SEC. 6, T -1-N, R -13-W PULASKI COUNTY, ARKANSAS