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Home My WebLink AboutZ-7856 MapVERIZON WIRELESS TENNESSEE PAR TNERSH/P PROJECT SITE ( HEREIN AFTER REFERRED TO AS 'LESSEE") SITE NAME: MARTIN.DALE B AR 2512-D DOGWOOD LANE PULASKI COUNTY: LITTLE ROCK, AR 72210 T-CELL#:165784 DRAWING INDEX 01 TITLE SHEET 1 OF*2 SITE SURVEY , 2 OF 2 SITE SURVEY 03 CONSTRUCTION NOTES 04 OVERALL SITE LAYOUT PLAN 05 SITE LAYOUT PLAN 06 TOWER ELEVATION & ANTENNA MOUNTING 07 EQUIPMENT ELEVATIONS 08 SLAB DETAILS 09 ICE BRIDGE DETAILS 10 FENCE DETAILS 11 ELECTRICAL NOTES 12 ELECTRICAL PLAN 13 ELECTRICAL DETAILS 14 SINGLE LINE DIAGRAM & DETAILS 15 GROUNDING PLAN 16 GROUNDING SINGLE LINE DIAGRAM 17 GROUNDING DETAILS 18 RF DATA SHEET 19 SITE LANDSCAPE PLAN APPLICANT ADDRESS VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 CONTACT: MITCH LENOARD PHONE: (615) 4783627 PROJECT MANAGER EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, AL 35173 CONTACT: BRUIN SANDERS PHONE: (205) 956-0198 EXT211 RADIO ENGINEER DAVID MASON (662) 8313234 CONSTRUCTION ENGINEER MITCH LENOARD (MS) 4783627 IMPLEMENTATION MANAGER SCOTT CATES (682)8313220 CONSTRUCTION MANAGER TRACY REEVES (682) 8313245 PGRMITTIAI(. ruLA nN ULWN 17 CHAD TRUBY (501)340.8271 SITE INFORMATION SYSTEM: LITTLE ROCK BTA T-003 .165784 TOWER OWNER SPECTRASITE COMMUNICATIONS, INC. 100 REGENCY FOREST DR. SUITE 400 CARY, INC 27511 PROPERTY OWNER SPECTRASITE COMMUNICATIONS, INC. 100 REGENCY FOREST DR. SUITE 400 CARY, INC 27511 911 SITE ADDRESS 2512-D DOGWOOD LANE LITTLE ROCK, ARKANSAS 72210 POWER COMPANY: ENTERGY 900S. LOUISUINA LITTLE ROCK, AR PHONE (800) 368-3749 ENGINEER ASSIGNED AT TIME OF ORDER TELEPHONE COMPANY SOUTHWESTERN BELL #1SHACKLEFORD LITTLE ROCK, AR PHONE (806) 321.7404 ENGINEER RANDY NEAL (501) 373-8892 POLICE DEPARTMENT PULASKI COUNTY SHERIFF DEPARTMENT PHONE (501) 340.6600 FIRE DEPARTMENT WEST PULASKI VOLUNTEER FIRE DEPARTMENT PHONE (501) 821-9320 R DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE H335 EAST TO 1.30. TAKE 1.30 EAST TO LITTLE ROCK, AR. FROM kV IN LITTLE ROCK TAKE EXIT 129 AND TRAVEL NORTH ON 1430 FOR 3 MILES. TAKE EXIT 4 AND TRAVEL WEST ON COLONEL GLENN ROAD FOR 5.4 MILES. TURN LEFT ONTO DOGWOOD LANE AND TRAVEL 0.5 MILE TO THE GATE ON THE RIGHT. GO THROUGH THE GATE AND THE SITE IS AT THE TOP OF THE HILL, AT THE END OF THE ACCESS ROAD. APPLICABLE BUILDING CODES AND STANDARDS CONTRACTORS WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AM FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. CONTRACTORS 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 (RA) 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 (19%) 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 EXPOSURE) ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFUCTS 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. STRUCTURAL REVIEW CONTRACTOR SHALL ATTAIN AND VERIFY STRUCTURAL EVALUATION REPORT (BY OTHERS) OF EXISTING TOWER FOR EXACT PLACEMENT OF ANTENNAS AND COAX CABLES. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL EVALUATION REPORT AND NOTIFY EXCELL COMMUNICATIONS, INC. IN THE CASE OF A DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED, SHALL BE DONE PRIOR TO INSTALLATION OF ANTENNAS. REFER TO CORRESPONDNG SHOP DRAWINGS. VERL70NWIRELESS TENNESSEEPARTNERSHIP SW WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH I GDF I RBS APPROVED BY: MDB IIr �Z �.�y A1ISAS !o Di tYit—t REGISTERED PROFESSIONAL ENGINEER fJe1ir9a.6 ..� (NOT BFC EXCELL COMEMCAT10N, MIC. 6247 AMBER HULLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 2OL956A196 FAX: 205.956.2692 MARTINDALE B_AR 165784 LITTLE ROCK BTA STM ADOMMrc00w IM 2512-D DOGWOOD LANE LITTLE ROCK, AR 72210 LAT: 34'43'40.782:` LON: -9229'16.742 TITLE SHEET sK rNum 01 d E aSTING 100' X 100' LEASE AREA (SUPPLIED BY CLIENT) All Part of the E 1/2 of the NW 1/4 o1 the NE 1/4. Section 15, T -1-N, R -14-W, Pulaski County. Arkansan, more particulafly cescribed as follows! Commencing at o steel i post occepled as the SIN comar of avid E 1/2 of the NW 1/4 of the NE 1/4, Section 15, thence N 0710'04 W. along the West line thereof 103.41 feet to a one hull inch rebar and the POINT OF SECINUMC. ' avid tabor being the SW corner of o 100.00 loot by 10D.00 feet AT&T Wireless Sar, ice., lnc, lease area, Thence continue N 03'10'04' W. 100.00 feet to a one half inch rebor, Thence N 86'49'56' E. 100.00 feet to a one half inch mbar, Thence S 03'10'04' E. 100.00 feet to a one half inch rebor, Thence S 86'49'56' W. 100.00 feet to the POINT OF BEGINNING, containing 10,000.00 square feet of land more or less. EXISTING 30' INGRESS/EGRESS & UTILITY EASEMENT (SUPPLIED BY CLIENT) All that part of the S 1/2 of the SW 1/4 of the SE 1/4 of Section 10, and all that of the E 1/2 of the NW 1/4 of the HE 1/4 of Section 15, all in T -1-N, R-14-101, Pulaski County, Arkansas, more particularly doscrioad W fotlows: Commencing at a 3/4 inch reser accepted os the NE comer of field S 1/2 of the SW 1/4 of the SE 1/4, Section 10, thence N 87'11'42' W. along the North line thereof 695.65 feat to a rebor In the North edge of Dogwood Lane and the POINT OF BEGINNING of the centerline of 0 30.00 foot aide ingress/egress and utitay easement, the following nine (9) courses and d:stantos are along the centerline of said 30.00 foal oaaernent, Thence S 00'52'21' E, leaving acid Dogwood Lane 590.47 feet to a point, Thence S 35'36'09' E, 627.27 feet to a point, Thence S 09'55'24' E, 124.38 feet to a point, Thence S 07'55'07' W, 79.59 feat to a point, Thence S 07'49'52' E, 33.88 feet to a point, Thence S 31'24'43' W, 40.24 feet to a point, Thence S 03*00*13' W. 80.14 feet to a point, Thence S 51'04'05' W. 153.51 feet to a point, Tl,entu S 4733'1 B' W, 165.75 root to a point an the North lino of a 100.00 feet by 100,00 feet AS&l Wireless Services, Inc. Isaac nreo and the end of easement. TOP LICHININC ROD HEIGKIT w 156' AGL ,'`011111H 1j11111 le STATE OF �'' •, �� ARKANSAS NO. 1425 r r �'� �• SfGHA� • O 11'1►rrI I I I►��°° TYPICAL MONOPOLE TOWER ELEVATIOrd 007 TO SCALE AS SURVEYED DESCRTPTION OF THE LEASE AREA RECORDrD AS INSTRUMENT NO. 2003019337, IN THE OFFICE OF THE CiRCUSI' CLERK OF PULASItl COUNTY, ARKANSAS. All Part of the E 1/2 of the NW 1/4 of thv HE 1/4, Section 15, T -1-N, R -14-W, Pufoski County, Arkonaos. more particularly described as tclicws. Commencing at o Ileal 'T" poet accepted m the SW comer of said E 1/2 01 the NW 1/4 of the NE 1/4, Section 15, thnnee N 0510.04- W, along the Waal line thereof 103.41 feel to 0 one hair inch rehcr and the POINT OF BEGINNING. said mbar using the SW comer of a 100.00 feel by 100.40 foot loose area. Thence continue N 03'10'04' W, 100.00 feet to a one half inch rebar, Thence N BV49'56' E, 100.00 feet to a one half inch recur, Thence S 0310'04" E, 100.00 feet to a one half inch mbar, Thence S BV49'56' W. 100.00 feet to the POINT OF BEGINNING, containing 10,000.00 square feet of land more or less. AS SURVEYED DESCRIPTION OF THE INGRESS/EGRESS & UTILITY EASEMENT RECORDED AS INSTRULSENT N0, 2003018337, IN THE OFFICE OF THE CIRCUIT CLERK OF FULASIO COUNTY, ARKANSAS. All that part of the S 1/2 of the SW 1/4 of the SE 1/4 Of Sorban 10, and all that of the E 1/2 of the NW 1/4 of the NE 1/4 of Section 15, all in 1-1-N, R -14-W, Pulaski County, Arkonsae, more porticularly described as follows: Commencing of a 3/4 inch rebar atampted as the NE comer of said S 1/2 of the SW 1/4 of the SE 1/4. Section 10, thence N 87'11'42" W. along the North line thereof 595.55 feet to o rebar in the North edge of Dogwood Lone and the POINT OF BEGINNING of the centarlino of o 30.00 foot wide ingress/egress and utihty Comment. the fallowing flint (9) coarses and cl;eoncea are along the centerline of said 30.00 foe: e050ment, Thence S D0'52'21' I_ leaving said Dogwood Lane 690.47 feet to a point, Thence S 35'36'09" E, 627.27 feet to a point, Thence S 09'55'24" E. 124.38 feet to a point, Thence S 07'55'07" W, 79.59 feet to a point, Thence S D7'49'52" E, 33.88 feet to o point, Thence S 31'24'43" W, 40.24 feet to a point, Thence S OSDO'13' W, 80.14 feet to a point, Thence S 51'04'05' W. 153.51 feet to a point, Thence S 4233'16" W, 165.75 feet to a point on the North_ line of a 100.DO feet by 1DO.00 feet lease area and the end of easement. 20' a 35' LEASE AREA A parcel of land being a portion of an existing lease area as shown on a survey prepared by So M Survaying, Inc., lyinq in Section 15. Township 1 North, Range 14 Wast. Pulaski County, A vourno baing mare particulody described as follows! Commence at the SW earner of the E 1/2 of the NW 1/4 of the NE 1/4, Section 15, thence N OS10'04' W, o distance of 103.41 feet to a point; thence continue N 0510'04 W a datonce of 4629 foot to a point; thence N 86'49'56" E a dintonaa of 28.20 feel to a 5/6` rebor set (SGI) and the Point of Beginn!% thence N 4513'13" E a distance of 20.OD feet to 0 5/6' rebar sol (SGI); thence S 46'48'47' E a distance of 35.00 feat to a 5/8" rebar set (5G7); thence S 4513'13" W a d"stance of 20.00 feet to 0 5/6' rebor set (SCI); thence N 46'46'47' W a dislance of 35.00 feat to the Point at Beginning. Said above dtacribed parcel cant0in5 700 square [ret, more or lees. FLOOD NOTE The nubjact property appears to Ne in Zone "C' of the Flood Insurance Rate Map Community Pan41 No. 05017903800, which bears an affactiw4?E7pp71ve date of July f9, 1995 and IS NOT in a special flood haxord Orta. No field mec5uroment4 were used in thin determination and an elevation oertif-kcate may b4 neaded for verdflcatlon. SURVEYOR'S CERTIFICATION TO verizon Wirelasa: Thu is to certify shot this map or plot and the nufvoy on which it is based were made in Occordance with 'Minimum Standard Detail Requirements for AL.TA/ACS)A Land Title Surveys," jointly estabfinhed and adopted by ALTA, ACSM and NSPS in 1999, and incfudas Items 1-6, 10-12 of Table A thereol. Pursuant to We Accuracy Stontlards as adopted by ALTA NSPS, and ACSM and in effaet on the date of th=s certification, (nderaignad lurthor certiri" that; ' the survey mos urvments were made In accordance with the "Minimum Angie, Dlslande, and Closure Requirernant5 for Survey Measurements Which Control Land Boundaries for AI_TA/ACSM Land Title Surveys." W.Iliam LHawa Arkansas Reg" rad No. 1425 MARTINDALE B AR 16 5791 B SEC. 15, T -1-N, R -14-W PULASKI COUNTY, ARKANSAS 0 50' 1 DO' 150' SCALE 1' - 50' NE CHER — s 1/(, se, 1/4. SE 1/4 5[C. 10, 7-1-N, R -14-w AV OrGRS;/S@= A LTIIfL1• }, DQTnNG 74, RCP L fl , N paSnNC 12• pN1'Ei f ! i ! i J it Gly xEARili[ ntsrsxcE / .o" G 5e1.4r C 3"i.001 L2 G 37'24.47• V 41124• L3 N crIV04• V 4689' r L4 N 86'49'56' E L5 N 43.1313r E f L6 S 46'46'47' f 15A0' L7 5 43113.17 V Le u 46'46147' v 35,064 % cn of 12311MNa Tom N Lir 94.48.40-74%2 ND.gm WF, 92W,10.742" W= 8 G9V%WD EL8'IAMg- Qa53• S 7'1aG'ORARY azlrllpuLx $ x I cohcMs. , EiPP6Tiaw - 606.ri' - Poe 20' z 35' L VA.S AMU 700 SQ. ETf Poe ffi9IW0 100' z LDa' LCLM AIML !0.000.011 SQ. FI'.3 n } i f f f POC 3d P9.." 091= O � N q'36' Y 70a,0rr[R) SW CORNER Vr•, AW 1/4, RE 1/4 15, T -1-N, R -1 4-W POC eayrara res' s 1ao• LEAST ARTA n0' x sa' LSAW ANV I' DOGE 2� SITE Co ?o GREENBEAR RD. Nal TO SCALE SURVEYOR'S NOTES - - L8'C E'O�- t'S1' s/e' GPPW RE W gT ® - WATER MOM (SM) D1 - TELE140W PEDESiAI. e . FGuwn 71taPE7rTr 941? 7 ® - GLS VALVE O - W` Fix MAS. ® _ W4TEP NILVE• Q - TaOV&WQr BENOi IW+IC o= rn rr POB - Piwrr OF arowl MG tf _ HRE RMWNr POC « POWT or Ca4a0w.XWW 1Z PRC - FWa ar EL+W,t $t _ POMN POLE U I JV' ---w Fa a stTeQ�r tA/DERCl0IR,O WATER S3 _ " TARY SEWER U) g Ir - STOW SEM —Op-- GVERWAD POOER l' a N I 0 50' 1 DO' 150' SCALE 1' - 50' NE CHER — s 1/(, se, 1/4. SE 1/4 5[C. 10, 7-1-N, R -14-w AV OrGRS;/S@= A LTIIfL1• }, DQTnNG 74, RCP L fl , N paSnNC 12• pN1'Ei f ! i ! i J it Gly xEARili[ ntsrsxcE / .o" G 5e1.4r C 3"i.001 L2 G 37'24.47• V 41124• L3 N crIV04• V 4689' r L4 N 86'49'56' E L5 N 43.1313r E f L6 S 46'46'47' f 15A0' L7 5 43113.17 V Le u 46'46147' v 35,064 % cn of 12311MNa Tom N Lir 94.48.40-74%2 ND.gm WF, 92W,10.742" W= 8 G9V%WD EL8'IAMg- Qa53• S 7'1aG'ORARY azlrllpuLx $ x I cohcMs. , EiPP6Tiaw - 606.ri' - Poe 20' z 35' L VA.S AMU 700 SQ. ETf Poe ffi9IW0 100' z LDa' LCLM AIML !0.000.011 SQ. FI'.3 n } i f f f POC 3d P9.." 091= O � N q'36' Y 70a,0rr[R) SW CORNER Vr•, AW 1/4, RE 1/4 15, T -1-N, R -1 4-W POC eayrara res' s 1ao• LEAST ARTA n0' x sa' LSAW ANV I' DOGE 2� SITE Co ?o GREENBEAR RD. Nal TO SCALE SURVEYOR'S NOTES - - L8'C E'O�- PoRDt @OK s/e' GPPW RE W gT ® - WATER MOM (SM) D1 - TELE140W PEDESiAI. e . FGuwn 71taPE7rTr 941? 7 ® - GLS VALVE O - W` Fix MAS. ® _ W4TEP NILVE• Q - TaOV&WQr BENOi IW+IC 91 _ GLS METER POB - Piwrr OF arowl MG tf _ HRE RMWNr POC « POWT or Ca4a0w.XWW L%W POLE PRC - FWa ar EL+W,t $t _ POMN POLE • - LNLd/LAM POW + _ GW ANCIPM OV _ 0E:CA20ED WTOre IM ---w _ RrGNr�r-ear -----rr�----1'-- stTeQ�r tA/DERCl0IR,O WATER S3 _ " TARY SEWER ----------- — . — - —ap— - — - STOW SEM —Op-- GVERWAD POOER 1. Boundary & Topogrophic Survey, made on the ground under the euporvisioA of an Arkansas Registered Land Surveyor. Date of field survey is December 2. 2004. 2. Bearings are nosed an Arkoneos South State Plane Coard1note0 NAD 83, 3. No underground utilities, underground encroachments or building foundations were measured or located os a part of this survey, unless olherwise shown- Traci; ono shrubs not located, unless otherwise shown. 4. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum with on established elevation of 565 feet, (172.3 meters), PID AE3005. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 88. 5. This survey was conducted for the aurpose of a Boundary & Topographic Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, commission or other similar entity. 6. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into consideration when obtaining scaled data. 7. This Survey was conducted in reference to a certificate of title examination prepared by Robert L Brown, LT&E File #04t19D, dated September 15, 2004. B. Surveyor hereby states the Geodet�e Coordinates and the elevation shown for the proposed centerline of the tower ore accurate to within +/— 15 feet horizontally and to within +/— 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Claes 'A' Survey. 10. Field data upon which this map or plat is based has a closure precision of not less than one—foot In 15,000 feet (1':15,DOD') and an angular error that does not exceed 10 seconds times the square root of the number of angles turned. Field traverse was not adjusted. 11. The tower elevation drawing on sheet 2 of 2 is shown per the tower elevation by SpectrosRe Communications dated 12/17/00 and revised Inst on 10/22/04 supplied by client SCHEDULE "B" TITLE EXCEPTION NOTES This survey is based on a Certificate of Title Examination prepared by Robert L Brown, LT&E File /041190, doted September 15, 2004. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. (1) Right of way easements in favor of Little Rack and Hot Springs Railway Go. recorded in Book 23, Page 164, and Book 23, Page 255, said Clerk's Office. Supportive documents are illegible therefore surveyor could not determine affects on subject property. (2) Right of way easement in favor of St Louis, Iron Mountain & Southern Railway Co. recorded in Book 35, Page 579, said Clerk's Office. Supportive documents ore illegible therefore aurveyar could not determine off"5 on tubjett property. (3) Use and right of way of the general public on and over Dogwood Lane. Does not affect subject property therefore is not shown hereon. MARTINDALE—B AR 16 5791 B SEC. 15, T -1-N, R -14-W PULASKI COUNTY, ARKANSAS INSTALL 1 x 6 BOARDS -- VERTICALLY, 2 x 6'S MAY SLOPE OR BE HORIZONTAL TO ACCOUNT FOR GRADE CHANGES. SPACE 1 x 6 BOARDS EOUALLY (3/8" MAX.) THE TOP AND BOTTOM - WOOD CROSS BRACES SHALL BE PLACED 6' FROM THE END OF THE WOOD PICKETS. THE MIDDLE BRACE SHALL BE CENTERED WITHIN THE FENCE. B'-0' POST FACE TO FACE (MAX.) INSIDE INSIDE COMPOUND OUTSIDE COMPOUND EACH 2 x 6 CROSS BRACE TO THE 4 x 4 TREATED WOOD POST WITH —r 2-3" x 1/4' GALVANIZED LAG BOLTS WITH WASHERS (TYP.) 4 x 4 TREATED 2 x 6 TREATED WOOD CROSS BRACE (TYP.) 1 i I 1 WOOD POST (6.) l ` ATTACH EACH 1 x 6 WOOD PICKET i� TO THE 2 x & CROSS BRACE WITH I o 3 GALVANIZED NAILS (TYP.) tttttttttttI ` I ,1 �- 1 x 6 TREATED WOOD PICKET (TYP.) (T/Y2P") SLOPE 4. I CONCRETE c OR I SAKREfE n -6' GRAVEL BASE 4• t TYPICAL SECTION 1' MIN. WOOD FENCE TYPICAL ELEVATION - 4 x 4 TREATED WOOD POST (TYP.) 4 x 4 TREATED WOOD POST (TYP-) INSIDE COMPOUND INSTALL 1 x 6 BOARD ��AT END OF FENCE IF TYPICAL WOOD FENCING SIDE IS VISIBLE OUTSIDE COMPOUND 2 x 6 TREATED WOOD CROSS BRACE (TYP.) 1 x 6 TREATED WOOD PICKET (11IP.) DETAIL 1 PLAN VIEW NTS v QETAIL2 NTS 1 CONCREI OR SAKF cL CORNER, GATE, OR can PneT TYPICAL WOOD -FENCING CORNER DETAIL 3 NTS TYPICAL WOOD FENCING 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2• PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE. CORNER AND GATE POSTS TO BE 6X6 NO.2 PINE CCA PRESSURE TREATED LUMBER. 3. LINE POSTS TO BE 04 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 4• ALL HARDWARE TO BE HOT DIP GALVANIZED. TYPICAL WOOD FENCING NOTES DETAIL 4 NTS _ 1/ER/ZONW/RELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAI(f TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH / GDF / RBS APPROVED BY: MDB ,L 5/18/05 REVISED EWPMENT 1 5I11/D5 ISSUED FOR CONST. 0 3n6105 ME FOR REVIEW REV DATE DESCRIPTION PROFJ9P!L`S�0INEER cj ARKANSAS � REGISTERED i PROFESSIONAL ENGINEER 9 ?91� r ss /NOT VIZ SKaHAT17RE E >w=A, } EXCELL COMMUNICATION, M 6247 AMBER HILLS ROAD SIRMINGHAAC ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 MARTINDALE B AR 165764 LITTLE ROCK BTA SREADDRE55/CDDImmTES .2512-D DOGWOOD LANE LITTLE ROCK, AR 72210 LAT: 34°43'40.782" LON: -92°29'16.742 SHEETTrm FENCE DETAILS SHEET NUMM 10 w LU L4 z w 0 w x x w rJ O O EXISTING ANTENNAS 0 151'-0' CENTERUNE NEW LESSEE ANTENNAS O 138'-0" CENTERUNE NEW POW HOLE REQUIRED AT 137'± AGL {REFRENCE PORT HOLE DESIGN ErY SPECTRASITE DATED: 11/01/2D04) CONTRACTOR SHALL USE ONLY ABRASIVE CUTTING METHODS, NO TORCH CUTTING ALLOWED. CONTRACTOR SHALL COMPLY WETH THE SPECTRASrTE WELDING SPECIFICATIONS AND REQUIREMENTS DOCUMENT ATTACHED TO THE SPECTRASITE PORT HOLE DESIGN DRAWINGS. EXISTING 152' MONOPOLE BY SUMMIT TOWER ELEVATION DETAIL 1 NTS _ ANTENNA & COAX ROUTING SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS PERFORMED ON THIS TOWER BY SPECTRASITE DATED: OCTOBER 22, 2004 NEW LESSEE ICE BRIDGE — NEW LESSEE �I EQUIPMENT 695. NEW LESSEE NEW MOUNT ANTENNAS (TYP) a EXISTING 152' RX1 MONOPOLE o O TX1 PLROD 12- LIGHTWEIGHT T -FRAMES SDOD95 OR APPRPAROVED EQUIVALENT PROVIDED BY CONTRACTOR UNIVERSAL TRI -BRACKET PIROD/VALMONT PARTE 801068 OR APPROVED EQUIVALENT PROVIDED BY CONTRACTOR RX1 12 TX7 �TX1 RX1 GPS ANTENNA DETAIL DETAIL 2 NTS _ TWO ANTENNAS PER SECTOR TOWER MOLINTING PLAN VIEW SECTION A 3/4" - 1'-0` GPS ANTENNA 1 -1/4 - GALVANIZED PIPE CABLE BRIDGE SUPPORT MM' GPS ANTENNA SHALL BE MOUNTED ON ICE BRIDGE POST NEAREST TO SHELTER NOTES: 1 • ALL AZIMUTHS ARE REFERENCED FROM TRUE NORTH ' 2. ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS EST. MAGNETIC 1.95'f C m W E 5 ANTENNA MOUNTING do COAX ROUTING SHALL COMPLY WITH THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS PERFORMED ON THIS TOWER BY SPECTRASITE DATED: OCTOBER 22. 2004 VER/ZONWIRELESS iENNESSEEPr4RTNERSHIP 500 WEST DOVE ROAD SOOT HLAKE, TX 76082 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO DRAWN BY: JAL CHECKED BY: JOFI /GDF! RBS APPROVED BY: MDB 2Srij!! REVISED EQUIPMENT 1 5141!05 LS19111 FOR CONST - I REV I DATE I DESCRIPTION I ARKANSAS ` REGISTERED PROFESSIONAL ENGINEER -Nv- 11926 4�=1 IINOT VALID WffHOLrr SICHATURE 6 SEAL)i mr >a� EXCELL COMMIABCATION, INC. 6247 AMBER NILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205 856 0196 FAX: 206JIlR 2= MARTINDALE B AR 166784 LITTLE ROCK BTA 5ITEADOREWl0W RWMTU 2512-D DOGWOOD LANE LITTLE ROCK, AR 72210 LAT: 34°43'40.782" LON: -92'29'16.742" smm unE TOWER ELEVATION & ANTENNA MOUNTING 9i i I I l I I 1 f I f I f' EXISTING f EQUIPMENT / SHELTER I / I I EXISTING ICE BRIDGE NEW LESSEECOAX ROUTED ON IN OF MONOPOLE INEW LESSEE ICE BRIDGE I NEW SITE LIGHT ON POLE. SEE DETAIL SHEET 14 NEW LESSEE GENERATOR ON NEW 10'x4' CONCRETE PAD SEE DETAIL 3 SHEET 08 11 FA EXISTING UTILITY POLE EXISTING FENCE EXISTING GRAVEL AREA EXISTING GATE EXISTING 152' MONOPOLE LAT: 34' 43' 40.782" LON: —92' 29' 16.742' ELEV: 695.1' AMSL THIS SECTION OF EXISTING FENCE TO BE REMOVED NEW LESSEE 9'-0" X 15'-0' EQUIPMENT PAD SEE DETAIL 1 SHEET 08 LESSEE FUTURE - NEW LESSEE UTILITY BATTERY CABINET NEW LESSEE I BATTERY CABINET PROFESSIONAL NEW LESSEE GPS I ANTENNA NEW LESSEE MODCELL CABINEI I LESSEE FUTURE - I MODCELL CABINET I EXISTING 100' x 100' I LEASE AREA I I I I I I i i I I l I NEW SITE LIGHT ON POLE. SEE DETAIL SHEET 14 NEW LESSEE GENERATOR ON NEW 10'x4' CONCRETE PAD SEE DETAIL 3 SHEET 08 11 FA EXISTING UTILITY POLE EXISTING FENCE EXISTING GRAVEL AREA EXISTING GATE EXISTING 152' MONOPOLE LAT: 34' 43' 40.782" LON: —92' 29' 16.742' ELEV: 695.1' AMSL THIS SECTION OF EXISTING FENCE TO BE REMOVED NEW LESSEE 9'-0" X 15'-0' EQUIPMENT PAD SEE DETAIL 1 SHEET 08 51TEl_AYOUT PLAN SCALE: 3/16' — 1' NEW WOOD FENCE. SEE DETAILS SHEET 10 _ — I i NOORRTHNE7IC 1 1 1 I c I W44E ! l S l I Iy I I ! V i i �I I 1 l I V , 1 I I I NEW LANDSCAPING NOT I SHOWN FOR CLARITY. SEE SHEET 18 FOR LANDSCAPING DETAILS I ALL DIMENSIONS I LOCATING SHELTER AND STOOPS ARE TO EDGE OF FOUNDATION THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 12/08/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEEPARINERMIP 500 WEST DOVE ROAD SOUTHLAKE. TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH / GDF / RBS APPROVED BY: MOB 1 -- % NEW LESSEE UTILITY RACK, SEE SHEET 13 i PROFESSIONAL ENGINEER ` f NEW 12' WOOD GATE. ♦ SEE DETAILS SHEET 10 ��, ♦N/ ♦ i INSTALL NEW GRAVEL TO MATCH EXISTING, AS ♦ REQUIRED i6 I fry ♦ � a J/f ♦ p 1 a NEW LESSEE 20' X 35' LEASE AREA 51TEl_AYOUT PLAN SCALE: 3/16' — 1' NEW WOOD FENCE. SEE DETAILS SHEET 10 _ — I i NOORRTHNE7IC 1 1 1 I c I W44E ! l S l I Iy I I ! V i i �I I 1 l I V , 1 I I I NEW LANDSCAPING NOT I SHOWN FOR CLARITY. SEE SHEET 18 FOR LANDSCAPING DETAILS I ALL DIMENSIONS I LOCATING SHELTER AND STOOPS ARE TO EDGE OF FOUNDATION THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 12/08/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEEPARINERMIP 500 WEST DOVE ROAD SOUTHLAKE. TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH / GDF / RBS APPROVED BY: MOB 1 -- fl ARKANSAS REGISTERED i PROFESSIONAL ENGINEER A SEAL! WO. EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.966.0196 FAX: 205.956.2632 MARTINDALE-B AR 165784 LITTLE ROCK BTA Errs RE ADDSS I COCF MTES 2512-D DOGWOOD LANE LITTLE ROCK, AR 72210 LAT: 34°43'40.782" LON: -92129'16.742" SHEETTFIE SITE LAYOUT PLAN SHEET NW BEA 05 �r THIS SECTION OF � EXISTING FENCE TO BE REMOVED. EDGE OF EXISTING GRAVEL AREA NEW WOOD FENCE.—" SEE DETAILS SHEET 10 INSTALL NEW 7 GAL LEYLANDCYPRESS AT 5'-0" O.C., MIN. 5' TALL WHEN PLANTED. SEE PLANT LIST TABLE do PLANTING DETAIL THIS SHEET EXISTING GATE EXISTING 152' MONOPOLE f ` S- � � fpr ,q1 •• �h •�. > f \\ ♦� G - EXISTING GRAVEL AREA THIS PLAN IS BIASED ON A SURVEY BY SMW ENGINEERING GROUP DATE? 2/08/04. C014TRACTOR SHALL FIELD VERITY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Eo SITE LANDSCAPE PLAN SCALE: 1/4' = 1'-O" lr f�f 4" TALL, 30" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES/ SHRUBS in --/ ROOT L TOPSOIL MIXTURE TAMPED SCARIFY SIDES FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X ROOTBALL TREE/ SHRUB_, PLANTING DETAIL P-LA_NTING_ LIST QUANTITY SCIENTIFIC NAME COMMON I NAME MATURE SIZE (HT x WT) 21 "CUPRESSOCYPARIS LEYLANDII" I LEYLAND CYPRESS 1 25 FI x 10 FT PINESTRAW MULCH - 2" SETRED 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 SU&IECT 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. 8. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. VER/ZONWHEEL ESS TFNNESSEEPARTNERSf11P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 �_1».T�1'L•1�9 CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH/GDF/RBS APPROVED BY: MOB 2 Erl1SA}5 REMSEDEOUIPMENT � $!11105 ISS11E0 FOR CAN3T. 0 3!16!05 fS511ED FOR REVIEW REV DATE DESCRIPTION F 61NA0�NEER ANSAS STERED ESSIONAL ENGINEER N 11926 All l/C C o A Na 0TVAUE, HOVE 1GHATiJRE A SEAL) 1lIG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0798 FAX: 205.956.2632 MARTINDALE-B-AR 165784 LITTLE ROCK BTA WM ADDRM/COORDINATES 2512-D DOGWOOD LANE LITTLE ROCK, AR 72210 LAT: 34°43'40.782" LON: -92°29'16.742 SHEETTTRE SITE LANDSCAPE PLAN SHEEP HUIISEA 19 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 REPRESENTATNE 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 ISTALL 2" MIN. TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. OYER CLEAN INESTRAW 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE ULCH (TYP) OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE 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. VER/ZONWHEEL ESS TFNNESSEEPARTNERSf11P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 �_1».T�1'L•1�9 CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH/GDF/RBS APPROVED BY: MOB 2 Erl1SA}5 REMSEDEOUIPMENT � $!11105 ISS11E0 FOR CAN3T. 0 3!16!05 fS511ED FOR REVIEW REV DATE DESCRIPTION F 61NA0�NEER ANSAS STERED ESSIONAL ENGINEER N 11926 All l/C C o A Na 0TVAUE, HOVE 1GHATiJRE A SEAL) 1lIG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0798 FAX: 205.956.2632 MARTINDALE-B-AR 165784 LITTLE ROCK BTA WM ADDRM/COORDINATES 2512-D DOGWOOD LANE LITTLE ROCK, AR 72210 LAT: 34°43'40.782" LON: -92°29'16.742 SHEETTTRE SITE LANDSCAPE PLAN SHEEP HUIISEA 19