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Home My WebLink AboutZ-8031 MapVcinify ,uap N.T.S. 1.42' � x Ea6WERC LIECEM41,10N uoensea ^--.�prAr.. Ma+rhef7an ae.a4ef w,v.r JA [eeeuae \ f L J 2apa' Avri M 7m 11 LESSEE'S LEASE srrE DETAIL N. T.S Asa��f —11, Lease Areal 10.960.00 9❑. FT. 0.236 ACRE r.An Unless Noted. All Data Is Expressed In NAD83 & NAVD88 IDCATON DESC3Z ON LATITUDE LONGITUDE F]8z"11UN NOTE IA data token from m TOWER NA083 NAVD$8 34'46'37.06fi 92.22'07.820 581.15' Lessee's A-- site as TOWER HAD27 NGVD29 3W46"36-737- 92"22'07.267" 58131' shown by b'as err drawing. 5.c M rlt`4 .f]II` I I I I I XI of �1 I $I I I I 1 I I I—_—_ I —S ds25']r'E_—__—__�glj.tj:_—___ •�� CMfrW ArAansas Woler ply -- .� I Document (21X11057904 R I ' I FA fcteaGh fossae Leese Fres rp lA, s,l 10,960.00 9a. ft. az96 AC® I I IZONING l PROVIDED BY: Cry of Little Rock ZONED: ReeidenUal CONTACT: Dana Coley, Zoning & Subdivision Manager 723 West Markham SL, Little Rock Ar- 72201-1 334 PHONE 501 371-6817 SETBACKS: Front -120' Rens-120' Sidea-120' Street -120' I rmeawr Spar rnd 1rw [kr. sir/� SIr1i Sac Rl3w DRAWING NOT TO SCALE PP Rkn Pd. SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13W PULASKI COUNTY, ARKANSAS PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL PARENT TRACT DESCRIPTION Sauthwast quarter el the 5oulhweel Ouartar (SW SW) at Section 26. Tawuhlp 2 North, Range 13 Week, except a tmet deecribud as wd follows: Bailin at the Southeast owner of sa40run nc .one tract and thee North along the"Eon Ane thereof a distance of 410 feet for a point of ha95nning; run thence at right ngles Wart 370 last; thonae North pam0el to the East Rna aI sold tract 300 lees• thence at dight orgies Cask 320 feet to the Fart line of Said track; thane South along sold East line 300 lee[ 16 the paint of beginning; And the South Half of the Northwaa[ Ouarter of the Southwest Ouarter (S/2 NW SW) of Station 26. Township 2 Harm, Range 12 Went. being those some lands d"Cribed M ir that deed noof record in deed record book 246, at page 420 of It, records of PuTaeW County.. Track Seven (7) m sinown an plat of 1925 of the Subdl W-. of Hylond Solve Adddlon to the city or Little Rgah, Adwnaas, except ❑ one—hair Interest in any and a8 minerals of every Idnd and chemct�. Incduding ano—hair of oil oll gas and cwkrgtraad gas as sternad In that deed of record la book 246, at page 421 of Ilia mocrde of Puloakl County. - And Block Ten (10) of Hyland Homes Addition to the City of Little Rock• same being those lands described in that deed now of record in Deed Record Book 249, al page 104. (PER RIDER A"ACHED): AN of CP- Newton School Addition to Word Homas Addltlon'to Littla Rock except Block 2 thereof; and all that port of the East Half of the Southwest Cuorter (E/2 SW/4) of Section 26, Township 2 North. Range 13 West whish is at platted as C.P. Newton's School Addition to Hyland Homes Addition to Little Rock the tract of land hereby eomraye! containing 47 1/2 acres, more or loss. (WARRANTY D® RECORDED IN VOLUME 256, PAGE 176, DEED RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN IN SPECIAL WARRANTY 0® DOCUMENT NO. 2001051904 -EXHIBIT 'A) AND That part of the SW SW of Semion 26, Township 2 North, Range 13 Wee4 PulaeAi Cwnty, particularly described as follows: Begin at a point on the East Fine of the said SW SW, which is 410 feet North of the SE corner thereof. run thence West at right angles 320 feet; thence North parallel to the East rine of the sold SW SW 30D feet; thence East at right angles 320 feet; thence South 300 feet to the point of beginning. (WARRANTY DEED RECORDED IN VOLUME 276, PAGE 48, DEED RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN M SPECIAL WARRANTY DEED DOCUMENT N0. 2001051904 -EXHIBIT "A7 SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13N PULASKI COUNTY, ARKANSAS LESSEE'S LEASE SITE DESCRIPTION A track of Land lying in and being a part of Black 10, Hyland Homes AddiK00% as tided in Rack 2, Page 200, situated In the SW/4 of Section 26, Township 2 North, Range 13 Week as doenibed In Book 255. Pago 178, Dead Records of Pula.id Carcnty, Arkansas and bohFq mom partculory described as follows: Comroendng at a Rattled SAe round for the NorOnreet Comer a! Said SW/4; Thence S 01'34'26' w on the Week One of sold SW/4 o distance of 545.03 feet to a polal an seid West line•, Thune, 5 88'25'34 £ o distance of 2013.42 feet to a 1/2' kon rod -M cap eat far the No I. comer, said earner being the Point of Beginning; Thenen S WWW E a dlLLonce of 75,00 feet to a 1/2' iron rod with cop set for the Northeast earner, Thane. S 111'51'43' W a distance of 70MO legit to a 1/2' Iran rod with cap get far the lnterfor earner, thence 5 88'06.17' E a dlitonce of0-00 feet to o 1/2' Ion rod -flh cap est for the Eaeeerly Northeast comer, Thence S 01'51'43' W a distance of 30100 feet I. o 1/2' iron rod with cop -sl- for the SoAheaet Lamer. Thence N 88'0 17' w e dletance of 170.40 fest to o 1/2' Iron rod with cap set far the Southweat earns,, Themes N 01'51'43' E a diokpncn of TOO.00 feet the Pabd of BagTnnkrg, containing 10,350.00 square feat or 0.236 ace, more ar I— LESSEES ACCESS NOPE: Lessee hes, common aecee. to the t.e tm. lease site ae the Lessee'. lease site fronts on Reservoir Park Road• a public mad to the East - LESSEE'S UTILITY NOTE Lessee hos calmer usage of the -Leung uUIIU- on the subject property as .hewn hereon. 1, Jerry M- Lavender, a Registered Professional Lard Surveyor Rcenead under the lows of the State of Arkansas, hereby certify that this survey (7 cam made an the ground an Sept- 19, 2005 for Verizon Wireless and Wooden. Fultnn & Scarborough, P.C., (11) comectiy shows the subject property and the location of casements. ROW and act back Tures thereon that am visible or reflected an Abstmator. CarBfkate Number 80150952 with an off—rm data of Jan- 23, 2006, (1) reflect. the condition. found at the time of Survey, (iv) extepS as shown hereon, reflects Jia encroachments or overlapping of Improvements, and (v) that this sury y conform. with the Lament /Arrimum StandaNs of Arkvrdldp State Board of Registration of Land Surveyors. I' ¢E�1STERFo NATE OF ARKANSAS Jelly lavender 90 to No. aD SIGNATURE JERRY M. NOTES CONCERNING SURVEY: 1� LAVENDER ¢ 1: This survey is based an 'ABSTRACTOR'S CERTIFICATE" PROVIDED BY' Stewart Title of AAwn", % Stewart F.I. /80.50952 .5. DATE": Aug. 23. 2005 N� L L AN� AMTRACTOR: Saran Archer 2: Bearings shown hereon are based an the Arkansas State Plana Coordinate System, nsa. South Zone. NA053 Datum. 3: The e1w0ons Shown hereon are based on the NAVO88 Datum. 4; The latitude and longitude shown hereon are beaed on the NAM Datum and meet or ew:ead the minimum requirements for a FCC/FM to survey hid, N defined aS plus or mhhas 15 fool horizontal and plus or tronas 3 feet vertical. Tlds inter Inn was eetabllshad and delsrminad by EPS on 9/22/45. 5. The I.oae Ate shown on khis survey OOT$ NOT le within the 140 year 71ood plain and ' located 'thin the Flood Zone par the Federal Fmrganay kronpgemeni Agency (FAN] as .hewn on the Flood kmmirica Rate MapCamrnunily Pone[ Number 050181 f10b3 F, whkh bears on.efreptive dple of Oct- til- 2001. Flood ZED. dHarmtnoum rs mode through grophla Plotting only and no other resporablRy, is herein assumed for accuracy of the base flood elevation or flood zone areas .haven on the FIRM. 6: Tibia survey dose not pmvEde any determination concerning wetkmde, fault linea• toxic waste or any other environmental Imuse. Such m= .hauid Im directed to an expert Lorre ant. 7: Them may be additional buried or undrgmv,id utilltias in the area which the surveyor u unawom of and no riability for wch is amumad herein. ARKANSAS ONE CALL SYSTEM (1-800-482-8998) 8: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. 911 ADDRESS: TO BE DETERMINED B ... I". Based on AS.P.C. Estcbnahed by GPS on: 9/22/05 Datum: Harz: NAD83 Arkansas South Zana Vart Geoid 96 NO. REVISION DATE BY DATE SURVEYED: 9/22/05 FIELD WORK: C.V. DATE DRAFTED: 9/25/05 OFFICE WORK: R.A.J- r PREPARED BY Has SURWETONG, TIAL. sure@]FIA k171(( Te)ecotrImunicti. an Company SERVING THE CENTRAL U.S. 201 N. BIC"ORD, EL RENO, OK 73090 PH: (405) 282-0249 -FAX (405) 282-5107 RSSURVE INGIOA0TaCOM PREPARED FOR: a �� 4L- W1f 4i SS}>Q r r 1. Update CerUr—te of True 3/10/08 f1AJ 2 Revisetl Loose Ste & Description L/10/O6 f7AJ t [ I BLOCK 10 JOB NO. 3010-0451 HYLAND HOMES ADDITION i I i 1 r 11 j++r l f$ I 7 T f f I I r ! i , DRAWING NOT TO SCALE PP Rkn Pd. SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13W PULASKI COUNTY, ARKANSAS PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL PARENT TRACT DESCRIPTION Sauthwast quarter el the 5oulhweel Ouartar (SW SW) at Section 26. Tawuhlp 2 North, Range 13 Week, except a tmet deecribud as wd follows: Bailin at the Southeast owner of sa40run nc .one tract and thee North along the"Eon Ane thereof a distance of 410 feet for a point of ha95nning; run thence at right ngles Wart 370 last; thonae North pam0el to the East Rna aI sold tract 300 lees• thence at dight orgies Cask 320 feet to the Fart line of Said track; thane South along sold East line 300 lee[ 16 the paint of beginning; And the South Half of the Northwaa[ Ouarter of the Southwest Ouarter (S/2 NW SW) of Station 26. Township 2 Harm, Range 12 Went. being those some lands d"Cribed M ir that deed noof record in deed record book 246, at page 420 of It, records of PuTaeW County.. Track Seven (7) m sinown an plat of 1925 of the Subdl W-. of Hylond Solve Adddlon to the city or Little Rgah, Adwnaas, except ❑ one—hair Interest in any and a8 minerals of every Idnd and chemct�. Incduding ano—hair of oil oll gas and cwkrgtraad gas as sternad In that deed of record la book 246, at page 421 of Ilia mocrde of Puloakl County. - And Block Ten (10) of Hyland Homes Addition to the City of Little Rock• same being those lands described in that deed now of record in Deed Record Book 249, al page 104. (PER RIDER A"ACHED): AN of CP- Newton School Addition to Word Homas Addltlon'to Littla Rock except Block 2 thereof; and all that port of the East Half of the Southwest Cuorter (E/2 SW/4) of Section 26, Township 2 North. Range 13 West whish is at platted as C.P. Newton's School Addition to Hyland Homes Addition to Little Rock the tract of land hereby eomraye! containing 47 1/2 acres, more or loss. (WARRANTY D® RECORDED IN VOLUME 256, PAGE 176, DEED RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN IN SPECIAL WARRANTY 0® DOCUMENT NO. 2001051904 -EXHIBIT 'A) AND That part of the SW SW of Semion 26, Township 2 North, Range 13 Wee4 PulaeAi Cwnty, particularly described as follows: Begin at a point on the East Fine of the said SW SW, which is 410 feet North of the SE corner thereof. run thence West at right angles 320 feet; thence North parallel to the East rine of the sold SW SW 30D feet; thence East at right angles 320 feet; thence South 300 feet to the point of beginning. (WARRANTY DEED RECORDED IN VOLUME 276, PAGE 48, DEED RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN M SPECIAL WARRANTY DEED DOCUMENT N0. 2001051904 -EXHIBIT "A7 SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13N PULASKI COUNTY, ARKANSAS LESSEE'S LEASE SITE DESCRIPTION A track of Land lying in and being a part of Black 10, Hyland Homes AddiK00% as tided in Rack 2, Page 200, situated In the SW/4 of Section 26, Township 2 North, Range 13 Week as doenibed In Book 255. Pago 178, Dead Records of Pula.id Carcnty, Arkansas and bohFq mom partculory described as follows: Comroendng at a Rattled SAe round for the NorOnreet Comer a! Said SW/4; Thence S 01'34'26' w on the Week One of sold SW/4 o distance of 545.03 feet to a polal an seid West line•, Thune, 5 88'25'34 £ o distance of 2013.42 feet to a 1/2' kon rod -M cap eat far the No I. comer, said earner being the Point of Beginning; Thenen S WWW E a dlLLonce of 75,00 feet to a 1/2' iron rod with cop set for the Northeast earner, Thane. S 111'51'43' W a distance of 70MO legit to a 1/2' Iran rod with cap get far the lnterfor earner, thence 5 88'06.17' E a dlitonce of0-00 feet to o 1/2' Ion rod -flh cap est for the Eaeeerly Northeast comer, Thence S 01'51'43' W a distance of 30100 feet I. o 1/2' iron rod with cop -sl- for the SoAheaet Lamer. Thence N 88'0 17' w e dletance of 170.40 fest to o 1/2' Iron rod with cap set far the Southweat earns,, Themes N 01'51'43' E a diokpncn of TOO.00 feet the Pabd of BagTnnkrg, containing 10,350.00 square feat or 0.236 ace, more ar I— LESSEES ACCESS NOPE: Lessee hes, common aecee. to the t.e tm. lease site ae the Lessee'. lease site fronts on Reservoir Park Road• a public mad to the East - LESSEE'S UTILITY NOTE Lessee hos calmer usage of the -Leung uUIIU- on the subject property as .hewn hereon. 1, Jerry M- Lavender, a Registered Professional Lard Surveyor Rcenead under the lows of the State of Arkansas, hereby certify that this survey (7 cam made an the ground an Sept- 19, 2005 for Verizon Wireless and Wooden. Fultnn & Scarborough, P.C., (11) comectiy shows the subject property and the location of casements. ROW and act back Tures thereon that am visible or reflected an Abstmator. CarBfkate Number 80150952 with an off—rm data of Jan- 23, 2006, (1) reflect. the condition. found at the time of Survey, (iv) extepS as shown hereon, reflects Jia encroachments or overlapping of Improvements, and (v) that this sury y conform. with the Lament /Arrimum StandaNs of Arkvrdldp State Board of Registration of Land Surveyors. I' ¢E�1STERFo NATE OF ARKANSAS Jelly lavender 90 to No. aD SIGNATURE JERRY M. NOTES CONCERNING SURVEY: 1� LAVENDER ¢ 1: This survey is based an 'ABSTRACTOR'S CERTIFICATE" PROVIDED BY' Stewart Title of AAwn", % Stewart F.I. /80.50952 .5. DATE": Aug. 23. 2005 N� L L AN� AMTRACTOR: Saran Archer 2: Bearings shown hereon are based an the Arkansas State Plana Coordinate System, nsa. South Zone. NA053 Datum. 3: The e1w0ons Shown hereon are based on the NAVO88 Datum. 4; The latitude and longitude shown hereon are beaed on the NAM Datum and meet or ew:ead the minimum requirements for a FCC/FM to survey hid, N defined aS plus or mhhas 15 fool horizontal and plus or tronas 3 feet vertical. Tlds inter Inn was eetabllshad and delsrminad by EPS on 9/22/45. 5. The I.oae Ate shown on khis survey OOT$ NOT le within the 140 year 71ood plain and ' located 'thin the Flood Zone par the Federal Fmrganay kronpgemeni Agency (FAN] as .hewn on the Flood kmmirica Rate MapCamrnunily Pone[ Number 050181 f10b3 F, whkh bears on.efreptive dple of Oct- til- 2001. Flood ZED. dHarmtnoum rs mode through grophla Plotting only and no other resporablRy, is herein assumed for accuracy of the base flood elevation or flood zone areas .haven on the FIRM. 6: Tibia survey dose not pmvEde any determination concerning wetkmde, fault linea• toxic waste or any other environmental Imuse. Such m= .hauid Im directed to an expert Lorre ant. 7: Them may be additional buried or undrgmv,id utilltias in the area which the surveyor u unawom of and no riability for wch is amumad herein. ARKANSAS ONE CALL SYSTEM (1-800-482-8998) 8: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. 911 ADDRESS: TO BE DETERMINED B ... I". Based on AS.P.C. Estcbnahed by GPS on: 9/22/05 Datum: Harz: NAD83 Arkansas South Zana Vart Geoid 96 NO. REVISION DATE BY DATE SURVEYED: 9/22/05 FIELD WORK: C.V. DATE DRAFTED: 9/25/05 OFFICE WORK: R.A.J- 'II, UQiT POLE (O/H EUC) Q LAS METER PSE "� �` H�_ OTELEPHHOENE UNE � POWER POLE POWER E-- CUY UNE fl— GUY LIE ELECTRIC TELEPHONE RISERCANTRELL ._ _ SANITARY ® SANITARY SEWER MAK%ME SS W— WATER UNE —X—X— FENS UNE wAmE tIE,ER ® soRM SEWER HANHIRE — D— aTDRM SEWER UNE WATER VAWE 1/2" IRON ROD W/CAP SET 0 a IRON PIN FOUND 0 IRON R00 FOUND PREPARED BY Has SURWETONG, TIAL. sure@]FIA k171(( Te)ecotrImunicti. an Company SERVING THE CENTRAL U.S. 201 N. BIC"ORD, EL RENO, OK 73090 PH: (405) 282-0249 -FAX (405) 282-5107 RSSURVE INGIOA0TaCOM PREPARED FOR: a �� 4L- W1f 4i SS}>Q SURVEY OF: 1 65766B/LITTLE ROCK RESERVOIR ROAD, LITTLE ROCK. ARKANSAS 72202 1. Update CerUr—te of True 3/10/08 f1AJ 2 Revisetl Loose Ste & Description L/10/O6 f7AJ CHWD BY: J.M.L.. JOB NO. 3010-0451 PREPARED FOR: VERIZON WIRELESS 500 WEST DOVE ROAD, SOUTHLAKE. TEXAS SCALE 1" = N.T.S- DRAWING NO. S-1 SHED EXISTING PROPERTY LINE (TYP) EXISTING 0/H UTILITIES (TYP) EXISTING UTILTTY--� POLE W/TRANSFORMER EXISTING TREE J PROPOSED LESSEE - 10,350 SO. FT. LEASE AREA SILT FENCE REQUIRED - DURING CONSTRUCTION SEE DETAIL SHEET 10A EXTEND LANDSCAPE FABRIC 3' BEYOND GRAVEL AND COVER WITH CEDAR MULCH NEW CHAIN LINK FENCE -N-,, TO MATCH EXISTING NEW LESSEE - ---- 12'x26' SHELTER PROPOSED --�_ 6' WIDE LANDSCAPE BUFFER .o PROPOSED 120' --- MONOPOLE - MONOPOLE LAT: 34 46' 37.066" N LON: -92' 22' 07.820" W ELEV.- 581.15' AMSL PROPOSED --- 50'x50' GRAVELED EQUIPMENT AREA INSTALL NEW GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND GRAVEL 1' OUTSIDE FENCE CONSISTING OF A 4' LAYER OF 1" AGGREGATE STONE ON TOP OF WEED BARRIER ON TOP OF A 6' LAYER OF LIMESTONE BASE COMPACTED TO 90% STD PROCTOR (SEE SPEC). NOTE TREE REMOVAL SHALL BE KEPT TO A MINIMUM AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES ABSOLUTELY NECESSARY FOR THE INSTALLATION OF LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE. SEE SHEETS 05 & 19 50'-0' 0000 FUTURE CO -LOCATE - LEASE AREA (TYP) PROPOSED 8' TALL WOOD FENCE NEW CHAIN LINK FENCE TO MATCH EXISTING 70 04, F ,`---_ � Rogo z� 114'-0" 170'-0" PROPOSED 12' WIDE GRAVEL ACCESS DRIVE. SEE DETAIL SHEET IOA NEW LESSEE METER ON NEW UTILITY H -FRAME NEW LESSEE 12'— WIDE GATE EXISTING CHAIN - LINK FENCE (TYP) OVERALL SITE LAYOUT PLAN SCALE 1" = 20' -0 - NOTE: CONTRACTQR SHALL COORDINATE WITH CENTRAL ARKANSAS WATER AUTHORITY FOR ANY REQUIRED TEMPORARY FENCING FOR SECURfTY x x a EXISTING FENCE TO REMAIN EXISTING TELCO PEDESTAL (TYP) EXISTING UTILITY POLE (TYP) NEW CONCRETE TURNOUT PER REQUIREMENTS OF AUTHORITY HAVING JURISDICTION OVER RESERVOIR PARK ROAD EST. MAGNETIC NORTH I- 7r± C W E S TENNESSEEPARTNERSH/P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION — PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB THIS PLAN IS BASED ON A SURVEY BY:H& SSURVEYING. INC. DATED 09/26/05, AND REVISED 04/10/06. CONTRACTOR SHALLDVERIFY ALL EXISTING CONDITIONS PRIOR COMMENCEMENT OF CONSTRUCTION. P �1 Rt{ANSAS RcGIS T ERED PROFESSIONAL ENC -:NF -E.9 a SHEETTmr OVERALL SITE LAYOUT PLAN m VERIZON WIRELESS TENNESSEE PARTNERSHIP ( HEREIN AFTER REFERRED TO AS 'LESSEE") SITE NAME: LITTLE ROCK RESERVOIR AR -B 8327 CANTRELL ROAD PULASKI COUNTY: LITTLE ROCK, AR 72227 T -CELL#: 165766B DRAWING INDEX 01 TITLE SHEET S1 SITE SURVEY 03 CONSTRUCTION NOTES 04 OVERALL SITE LAYOUT PLAN 05 SITE LAYOUT PLAN 06 TOWER ELEVATION & ANTENNA MOUNTING 07 SHELTER ELEVATIONS 08 SLAB DETAILS 09 ICE BRIDGE DETAILS 10 FENCE DETAILS 10A ROAD & EROSION CONTROL DETAILS 11 ELECTRICAL NOTES 12 ELECTRICAL PLAN 13 SINGLE LINE DIAGRAM & DETAILS 14 ELECTRICAL 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: TRACY REEVES PHONE: (682) 831-3245 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 (IN MARKET) (501)258-1379 TIM CALETKA (210) 871-6314 IMPLEMENTATION MANAGER ANGELINA NETHERC017 (210) 871-6316 CONSTRUCTION MANAGER TRACY REEVES (682)831-3245 PERMITTING BUILDING PERMIT: CITY OF LITTLE ROCK RIX LYONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK, AR 72202 (501)371-4724 SITE INFORMATION SYSTEM: LITTLE ROCK T -CELL#: 1657668 PROPERTY OWNER CENTRALARKANSAS WATER AUTHORITY 221 EAST CAPITOL AVENUE LITTLE ROCK, AR 72202 PHONE: (501) 377-1220 CONTACT:THAD LUTHER 911 SITE ADDRESS 8327 CANTRELL ROAD LITTLE ROCK, AR 72227 POWER COMPANY ENTERGY 900 S. LOUISIANA LITTLE ROCK, AR PHONE: (800) 368-3749 TELEPHONE COMPANY SBC IAT&T #1SHACKLEFORD LITTLE ROCK, AR PHONE: (806) 321-7404 ENGINEER: CHRIS KEATHLEY PHONE: (501) 373-6594 POLICE DEPARTMENT LITTLE ROCK POLICE DEPARTMENT PHONE: (501) 340-6600 FIRE DEPARTMENT LITTLE ROCK FIRE DEPARTMENT PHONE: (501) 371-4829 Hermon 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 1-430 NORTH TO EXIT 9, CANTRELL ROAD. TURN LEFT (EAST) AND PROCEED 1.5 M ILES PAST THE RESERVOIR ON THE RIGHT, TO RESERVOIR PARK ROAD. VERIZON'S LEASE AREA IS ON THE RIGHT, AT THE INTERSECTION OF RESERVOIR PARK ROAD AND CANTRELL ROAD. APPLICABLE BUILDING CODES AND STANDARDS CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE 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 (AIM, MANUAL OF STEEL CONSTRUCTION, ASO, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 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 AGROUND 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 "CT AND "HIGH SYSTEM EXPOSURE") ANSI T1.311, FOR TELECOM - DC POWER 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. PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB N Fil.1 h CJA IUINHL r -Ma ill CL n PROFESSIONAL ENGINEERNa: NOT VALID WITHOUT SIGNATURE & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR—AR 165766B LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22'07.820"W SHEET TIRE TITLE SHEET SHEET NUMBER 01 VERIZON WIRELESS a TENNESSEEPARTNERSHIP 10 o 500 WEST DOVE ROAD fag SOUTHLAKE, TX 76092 PROJECT SITE t , APPROVALS a b CARRIER LANDLORD r LEASING ro UCi Q CONSTRUCTION LeCfrice Hermon 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 1-430 NORTH TO EXIT 9, CANTRELL ROAD. TURN LEFT (EAST) AND PROCEED 1.5 M ILES PAST THE RESERVOIR ON THE RIGHT, TO RESERVOIR PARK ROAD. VERIZON'S LEASE AREA IS ON THE RIGHT, AT THE INTERSECTION OF RESERVOIR PARK ROAD AND CANTRELL ROAD. APPLICABLE BUILDING CODES AND STANDARDS CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE 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 (AIM, MANUAL OF STEEL CONSTRUCTION, ASO, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 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 AGROUND 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 "CT AND "HIGH SYSTEM EXPOSURE") ANSI T1.311, FOR TELECOM - DC POWER 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. PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB N Fil.1 h CJA IUINHL r -Ma ill CL n PROFESSIONAL ENGINEERNa: NOT VALID WITHOUT SIGNATURE & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR—AR 165766B LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22'07.820"W SHEET TIRE TITLE SHEET SHEET NUMBER 01 T V'cfrrily Map rk N.T.S. F'42' 8 Er4GNET1C DECYM )IDY uapwsa r].a4twk.. Mannrxan pne iAie � e.aw`r,�ca� smras� Y—dak IGRf70a5 PP w/I LESSEES LEASE SITE DETAIL N.T.S. s.aasme Ewes Arse 10.950.00 SO FT. 0.230 ACRES IA ;ara4bl 2a.m X14 8 f v7!{+ i lEll- ,� S 41aas'1 r' E X90• # -, SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13W PULASKI COUNTY, ARKANSAS PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL PARENT TRACT DESCRIPTION 5a Rhweel 0vortar of the souNhwital Ovaner (SW Sir) of Sdcttari 26. Tomirr p 2 North, Range 13 West. oxeapt o tracf demedbea ar faller.: Bagin at the Southeast .-or at sold 40 acre tract trial m lbiance North aloaq lhf'Eeat 11- Thereof a dfalore Of 410 feat for o paint al ,eq;nnlrig: run lhedcw at rkght UNIff. West 320 feat; Ihencv North pazalkd to the East fin— of mid treat 300 feet: thence at right angle Eval 328 Ioe1 ho the Eaet line of said trac% Ther- Sauih along sold East 5rx 300 feet to the paint of peginnirp: And the SouthNoU of the Norlilwest Ouortar of the Southwest Quarter (S/Z NW SW) of Section 26, Township 2 North, Rang. 12 Weft, being Ihca. same lands described in that deed now of record in deed record book 246, at page 420 of the records of Pulaski Counly„ Tract Seven (7) es brie- on plat of 1925 of lha Subdtri+ion of Hyland Hernee Additlan to the Lely of Ultle Rock, Arsnnms, except a one-half-ntareel in any and oil rronwals of every kind 006 chomcter, Including ons-haH of all Olt, gas and cill"head gas as meerved in that dead of record in beck 245, at a" 421 of the records at Pulaski Calmty. And Block Tan (11 01 of Hyland Names Addilfen to I" ply or LeH* Reek, same being those lariat described ;n that dead now of record In Dead R., Back 217, at page 104. _ that part of (PER RECR AtheeSSp.l).All Or C.p.Hae of the south-1.hon c0ucrthcol Addition2 sW/N 4) o1 Section . Torrndrip P Nash. Range t1j West which h not oil Platted as C.P. Ne+dmis School Addltion to Nyland Homes Addition to 1-11111a Rock, the typal of land hereby corrrayed Containing 47 1/2 acral, aware aED les- (WARRANTY GERECORDED IN VOLUME 255. PACE 176, OEED RECORDS OF PULASKI COUNTY, ARKANSAS, AS SHOWN IN SPECIAL WARRANTY DEED DOCUMENT N0. 200105510.1 -EXHIBIT "A'j AND That Part of the SW SW of SecUcn 28, Tamrship 2 North, R0199 i3 West, puiorki County, partieularry deseribdd am fvtlewe: Begin at "�• a palet an the East Rna of the said SW SW. which is 410 feet North of the SE cwner thereof. run thence Weal at 'lot angles jy. 320 feet: then[. North parallel to the East lint of She Bald SW SW WO fool: hent. East at right onglw 320 feet: them. South 3O0 feel to the point of beginning. (WARRANTY OEM RECORDED IN VOLUME 276, PACE 45, DEED RECORDS OF PULASKI COUNTY. ARKANSAS. AS SHOWN tN SPECIAL WARRANTY OhiIED DOCUMENT N0. 2001051904 'DHIBIT -A") It L-O Leese Aled 1W IR- See 10.350.00 sq, R EL -see -a' 0.236 ACIVS I I ZO I G PROVIDED BY: City of Utile Rack ZONED: Residential I CONTACT: Dana Camay, Zoning k Subdivision Manager 723 West Markham St., Little Rock. Ar. 72201-1334 PHONE: 501 371-6817 SETBACKS: Front -120' Rear -120' Side. -120' Street -120' 1 f Ieewoea spew es .Sme. .Style Tia raN Rf W6 i•C Trka P.d. PoP- 1 f I r r h 2 I I BLOCK10 HYLAND HOMES ADDITION t I' IS rr 1� I 1 I 1 I � r ' f L__-----�_-�_J SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE Si OF SECTION 26, T2N, R13N PULASKI COUNTY, ARKANSAS LESSEE'S LEASE SITE DESMIFTIDN Poe 2oO, dfuatad in the 5W/4 A tract of land lying Ir+ and being a port of Black 10. I4"nd Hama+ AddiOwt, as Filed in Book Z, q of SecOoh 25, TOW.ahip 2 North. Range 13 West ax ddrenoad In Dank 256. Page T76, Dead Rocords of Pulaskl County. Arkaesoa and It" marc particularly described m toes" s: Commencing at o Ralfaed Sp*o Iaapd far the Northwest Carver of sold SW/4: Thera S 1]I'34"2a"Wan the Wast haw of -Did STY/4 a diatanco of 54503 ramA to a point on sold West line: Thence S 68'2534' E a distonco of 2013.42 teat to d 112' iron rod with cap sal for the Noce -eel esmer, said comer being the pain) or Beginning; Tharws S 660617" E a dietaries of 75.00 feat to a 1/2' Iran rod Met cop set lar the NeRhaasl cornor, Thence S 01'51'43" W e 6rslcnrae of 70.00 lout to a 1/2" Iron rad -11htop set lar the Interim cvmmr: Thdnu 5 8doa'17 E v dialdncd of 95.00 feat tv a 4/2 Iran rod with cop sol for the Ea+terry Harthevet weer; Thence S Dr51"4a' W o dinlanee of 30.00 lest to a l/2' iron rod with sap net far the Swthaost corner. Theme. N 66011'17' W a dhetomis of 170.00 test It a 1/2" iron rod with cap met tar the Sauthwiiat tamer, Thenee N 01'51'43' E a distance of 100,00 feat the Pdnl of Beglnnk[g, contain" 10,350.00 .quare feet w 0.23a germ, more or kris. LESSEE'S ACCESS NOTE: Leasee has common oteais to the Lenae's lease site as the Lessee's lease site fronts on Reservoir Park Rood, a public road to the East. LESSEE'S UTILITY NOTE: Leese has common umoge of the existing uUlllles on the subject property as shown hereon. L Jerry M. Lavender. a Regislarad Prolmse:anal Land Surveyor lkmneed undar the Ions of the State of Arkanava, hereby ce011y Ihdt Shia survey (1) "a moxa .n the ground an Seat. 19, 2005 tar Vanlon Wtratesa and Wooden. Fulton do Sc.War000, P.C., (0) cc -ally ah.wa IF.. subject property and the IbCOX or aaeanente, ROW end sat back Tines Iherw0,h that at..hwbl. or refracted en Abstractor's Oertiriedtm Number 8050452 mith an df mauve dote of dab. 23. 2005, (0) renecll the oandt"I'm Iaund at the time of rurvsy. (in) *-Coot tr rhawn ""an, cafte, emr c hla Wmanoverlapping of lnprovernents. and (v) that this survey ccnform+ with the currant Mfnrmum Stendervs of Aka ds State Board of Futootrasien at Lund Surveyors. / ¢AGI STER60 TATE OF I ARKANSAS Jerry mnd.r A RP ! 90 en NO. 90 O 0 SIGNATURE JERRY M. -� NOTES CONCERNING SURVEY: L� LAVENDER 1: This survey is based an 'ABSTitACTOR'S CERTIFICATE- PROVIDED 81'f Stemtrt Title of Arkansas (� Stewart File /8050952 N Q DATED: AAuugq 23. 2005 4 L L PAD ABSTRACTOIf: Susan Archer 2: Bearings shown hereon are based on the Arkansas Slate Plana Coordinate System, mom South Zone, NADB3 Datum. 3: The elavelitnim shown heswon are based on the NAVD89 Datum 4: The latitude and I1,119itude shown haraan aro based an the NAOa3 Tlolum and meet or exceed the minimum requirements for o FCC/FM 1A survey which is dsllnsd os plus ar minus 15 Teal horizontal and plus or minus 3 feet vertical. Thle Infaemollan was wtah6eiod oad dal.rmined by OPS an 9/2205- 5: Th. Imesa $ilo ehtwri on this survey DOES NOT km wdhln the 100 yyom Flood plain and N Iecouel within the Flood Zone X. Per lha Fmddrat Emvgancy Menogemaat Agescy (FEMA) no shown on th Flood Imurance Rate Map (FIRM). Community Ponal Number 050181 006,1 F, which hears on-eff.Ceva dale of Dat_ 19. 2001, Flood zone delermffallon s nada through graphic plettk+g only and no other reaponaitiNly is harem assumed far oacumey e} Aha baso Hood elrvallan or flood mune arras shown an the TTRM. 6: This survey drama not provide any determination eonam'rMfqq wetlands, fault linea, toxic waste or any other environmental issues. Such mothers should be directed to an expert cbamultanl. 1: There may be ddilKlonal buried or underground utilities in the aria which the surveyor is unaware of and no liability for such is assumed herein. ARKANSAS ONE CALL SYSTEM (1-800-482•-8998) B: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. -------2013.42---- AV_ tral Arkansas looter tr Pp.(t LeOma see ; Document /200 f05 f904 1ff l.A. $el ' FA I L-O Leese Aled 1W IR- See 10.350.00 sq, R EL -see -a' 0.236 ACIVS I I ZO I G PROVIDED BY: City of Utile Rack ZONED: Residential I CONTACT: Dana Camay, Zoning k Subdivision Manager 723 West Markham St., Little Rock. Ar. 72201-1334 PHONE: 501 371-6817 SETBACKS: Front -120' Rear -120' Side. -120' Street -120' 1 f Ieewoea spew es .Sme. .Style Tia raN Rf W6 i•C Trka P.d. PoP- 1 f I r r h 2 I I BLOCK10 HYLAND HOMES ADDITION t I' IS rr 1� I 1 I 1 I � r ' f L__-----�_-�_J SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE Si OF SECTION 26, T2N, R13N PULASKI COUNTY, ARKANSAS LESSEE'S LEASE SITE DESMIFTIDN Poe 2oO, dfuatad in the 5W/4 A tract of land lying Ir+ and being a port of Black 10. I4"nd Hama+ AddiOwt, as Filed in Book Z, q of SecOoh 25, TOW.ahip 2 North. Range 13 West ax ddrenoad In Dank 256. Page T76, Dead Rocords of Pulaskl County. Arkaesoa and It" marc particularly described m toes" s: Commencing at o Ralfaed Sp*o Iaapd far the Northwest Carver of sold SW/4: Thera S 1]I'34"2a"Wan the Wast haw of -Did STY/4 a diatanco of 54503 ramA to a point on sold West line: Thence S 68'2534' E a distonco of 2013.42 teat to d 112' iron rod with cap sal for the Noce -eel esmer, said comer being the pain) or Beginning; Tharws S 660617" E a dietaries of 75.00 feat to a 1/2' Iran rod Met cop set lar the NeRhaasl cornor, Thence S 01'51'43" W e 6rslcnrae of 70.00 lout to a 1/2" Iron rad -11htop set lar the Interim cvmmr: Thdnu 5 8doa'17 E v dialdncd of 95.00 feat tv a 4/2 Iran rod with cop sol for the Ea+terry Harthevet weer; Thence S Dr51"4a' W o dinlanee of 30.00 lest to a l/2' iron rod with sap net far the Swthaost corner. Theme. N 66011'17' W a dhetomis of 170.00 test It a 1/2" iron rod with cap met tar the Sauthwiiat tamer, Thenee N 01'51'43' E a distance of 100,00 feat the Pdnl of Beglnnk[g, contain" 10,350.00 .quare feet w 0.23a germ, more or kris. LESSEE'S ACCESS NOTE: Leasee has common oteais to the Lenae's lease site as the Lessee's lease site fronts on Reservoir Park Rood, a public road to the East. LESSEE'S UTILITY NOTE: Leese has common umoge of the existing uUlllles on the subject property as shown hereon. L Jerry M. Lavender. a Regislarad Prolmse:anal Land Surveyor lkmneed undar the Ions of the State of Arkanava, hereby ce011y Ihdt Shia survey (1) "a moxa .n the ground an Seat. 19, 2005 tar Vanlon Wtratesa and Wooden. Fulton do Sc.War000, P.C., (0) cc -ally ah.wa IF.. subject property and the IbCOX or aaeanente, ROW end sat back Tines Iherw0,h that at..hwbl. or refracted en Abstractor's Oertiriedtm Number 8050452 mith an df mauve dote of dab. 23. 2005, (0) renecll the oandt"I'm Iaund at the time of rurvsy. (in) *-Coot tr rhawn ""an, cafte, emr c hla Wmanoverlapping of lnprovernents. and (v) that this survey ccnform+ with the currant Mfnrmum Stendervs of Aka ds State Board of Futootrasien at Lund Surveyors. / ¢AGI STER60 TATE OF I ARKANSAS Jerry mnd.r A RP ! 90 en NO. 90 O 0 SIGNATURE JERRY M. -� NOTES CONCERNING SURVEY: L� LAVENDER 1: This survey is based an 'ABSTitACTOR'S CERTIFICATE- PROVIDED 81'f Stemtrt Title of Arkansas (� Stewart File /8050952 N Q DATED: AAuugq 23. 2005 4 L L PAD ABSTRACTOIf: Susan Archer 2: Bearings shown hereon are based on the Arkansas Slate Plana Coordinate System, mom South Zone, NADB3 Datum. 3: The elavelitnim shown heswon are based on the NAVD89 Datum 4: The latitude and I1,119itude shown haraan aro based an the NAOa3 Tlolum and meet or exceed the minimum requirements for o FCC/FM 1A survey which is dsllnsd os plus ar minus 15 Teal horizontal and plus or minus 3 feet vertical. Thle Infaemollan was wtah6eiod oad dal.rmined by OPS an 9/2205- 5: Th. Imesa $ilo ehtwri on this survey DOES NOT km wdhln the 100 yyom Flood plain and N Iecouel within the Flood Zone X. Per lha Fmddrat Emvgancy Menogemaat Agescy (FEMA) no shown on th Flood Imurance Rate Map (FIRM). Community Ponal Number 050181 006,1 F, which hears on-eff.Ceva dale of Dat_ 19. 2001, Flood zone delermffallon s nada through graphic plettk+g only and no other reaponaitiNly is harem assumed far oacumey e} Aha baso Hood elrvallan or flood mune arras shown an the TTRM. 6: This survey drama not provide any determination eonam'rMfqq wetlands, fault linea, toxic waste or any other environmental issues. Such mothers should be directed to an expert cbamultanl. 1: There may be ddilKlonal buried or underground utilities in the aria which the surveyor is unaware of and no liability for such is assumed herein. ARKANSAS ONE CALL SYSTEM (1-800-482•-8998) B: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. 7,7 X etae'rT' • J 83 Unleee Noted, All Oct. 1. E+pfasedd In NADx NAVDB8 DRAWING NOT TO SCALE Bearings Based on AS.P.C. Established by GPS on: 5 L WATION/DESCRIPTION LATITUDE LONGITUDE ELEVATION NOTE: IA data taken from Arkansas S Datum: Hort: NAD83 Arkansas South Zona H TOWER NADB3 NAVDBB 3446'37.08fi 92'22'07.820" 581.15 LessOa a base 0e °S 911 ADDRESS: TO HE DETERMINED Vert: Gao;e 96 TOWER NAD27 NGVD29 34'46'36.737 92'22-07.267' 581.31 shown by ties on drawing. GE1 PREPARED $Y: PREPARED FOR: SURVEY OF: DRAWING N0. NO. REMSION DATE BY DATE SURVEYED: DATE DRAFTED: 9/26/05 UafT POLE (U /G U LIGHT POLE (0/H ELEG) - GAS LINE ® GAS METER o ��d l�� p�(�a 165766B/LITTLE ROCK RESERVOIR 1, Update Certilicale of Title 9/22/05 '5/10/08 RAJ FIELD OFFICE fd E- POWER POLE GUY UNE - T -TELEPHONE UNE S1 m TELEPHONE RISER Surveying and Company CANTRELL ROAD, LITTLE ROCK, ARKANSAS 72202 S-1 2. Revised Lease site k Descrlplbn 010/06 RAJ WORK: C.V. WORK: R.A.J. OVERHEAD ELECTRIC ® SEWER meNNIAE Telecomrrwnication PREPARED FOR: JOB 3010.0451 - 5S - SANITARY SEWER -W-WATER LINE -%-%- WATER METER FENCE FENCE LINE ® STORN SEWER MANHOLE SERVING THE CENTRAL U.S. 201 N. BICKFORD, EL RENO, OK. 73038 o wire 1 e s s MG POLG17 VERIZON WIRELESS BY: J.M.L. BY: NO.: -D - STORM SEWER UNE ROD SET PH: (405 262-0248 - FAX: (405) 262-5107 ) 500 WEST DOVE ROAD, SOUTHLAKE, TEXAS I SHEET 1 OF 1 SCALE: 1" = N.T.S. 174 41 WATER VALVE 'ROH PIN FOUND 0 1/2" IRON W/pip 0 IRON RDD FOUND HSSUPVEYfNGIOA04CON GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - VERIZON WIRELESS TENNESSEE PARTNERSHIP 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. DRAWINGS PROVIDED HERE ARE INTENDED TO SHOW OUTLINE ONLY. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. S. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER. 9. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 10. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH OWNER TO DISCUSS ALL ASPECTS OF THE CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMILIAR AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH ACTIVITY. 14. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. 15. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORMWORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 16. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS. AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. 17. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE WORK ON THIS PROJECT. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. 18. AFTER THE COMPLETION OF SHELTER AND INTERIOR EQUIPMENT INSTALLATION, CONTRACTOR SHALL CLEAN, STRIP AND WAX THE SHELTER VINYL FLOOR. VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 SITE WORK GENERAL NOTES- STRUCTURAL STEEL NOTES: APPROVALS 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTIR A36 UNLESS OTHERWISE CARRIER START OF CONSTRUCTION. NOTED, USING GALVANIZED PAINT. LANDLORD 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND LEASING WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE RISC CONSTRUCTION RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE USED BY THE ENGINEER WHEN EXCAVATING OR DRILLING PIERS AROUND OR TOUCHED UP. NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE CONNECTIONS PROJECT NO: PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. EXCAVATION. DRAWN BY: JAL 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT CHECKED BY: JOH SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER APPROVED BY: MOB] REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH 4 104/11/06REVISED LEASE AREA WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE CONCRETE AND REINFORCING STEEL MOTES: 3 03/21/06 ISSUED FOR CONST. APPROVAL OF OWNER AND/OR LOCAL UTILITIES. 2 02/13/06 REVISED PER CLIENT 6. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 1 12/21/05 ISSUED FOR CONST. CONSTRUCTION. 31B. ACi 336, ASTM A184. ASTM A185 AND THE DESIGN AND 0 11/01/05 ISSUED FOR REVIEW CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE. REV DATE DESCRIPTION 7. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF gig TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. PRQF�= TE W�'"NE£R 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, g;�p4N5AS THE EQUIPMENT AND TOWER AREAS. DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED /lAGISTERED 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE +� FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR STANDARD, LINO. PROFESS!ONAL EMBANKMENT.4. THE FOLLOWING MINIMUM CONCRETE COVER SHAE;"'I''E; LL BE PROVIDED FOR 10. THE SUB GRADE SHALL BE COMPACTED 90% AND BROUGHT TO A SMOOTH REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: +� > 'k y UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: .p 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT 6 AND LARGER .............2 IN. COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TOA 5 AND SMALLER & WWF IHDi V Ar�RE a SEAL) UNIFORM SLOPE, AND STABALIZED TO PREVENT EROSION AS SPECIFIED IN THE CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT PROJECT SPECIFICATIONS. CAST AGAINST THE GROUND: 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING SLAB AND WALL ........................3/4 IN. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING BEAMS AND COLUMNS Q CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR 5. A CHAMFER 1" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF EROSION AND SEDIMENT CONTROL CONCRETE, LINO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD 6. INSTALLATION OF CONCRETE EXWEDGE ANCH PANSION OR, SHALL BE PER BIRMINGHAM, ALABAMA 35173 / PHONE: 205.956.0198 MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR FAX: 205.956.2632 BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENOATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING LITTLE ROCK APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL RESERVOIR -AR 165766B LITTLE ROCK BTA SITE AOORESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEET TITLE CONSTRUCTION NOTES SHEETNUMBER 03 NOTE: TREE REMOVAL SHALL BE KEPT TO A MINIMUM AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES ABSOLUTELY NECESSARY FOR THE INSTALLATION OF LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE. SEE SHEETS 05 & 19 OVERALL SITE LAYOUT PLAN SCALE: 1" = 20'-0" THIS PLAN IS BASED ON A SURVEY BY H & S SURVEYING, INC. DATED 09/26/05, AND REVISED 04/10/06. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZONWIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB RKANSAS (o REGISTERED PRO' ;_ESS'JNAL ENGINEER ,NOT VALTDjWWTUPE & SEAL) _ ONiC. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34'46'37.066"N -92'22'07.620"W SHEETTME OVERALL SITE LAYOUT PLAN S -E ET MNREA 04 NOTE: CONTRACTOR SHALL COORDINATE WITH CENTRAL EST, MAGNETIC ARKANSAS WATER AUTHORITY FOR ANY REQUIRED NORTH TEMPORARY FENCING FOR SECURITY T Tf c W E S EXISTING PROPERTY UNE (TYP) EXISTING 0/H - EXISTING IREMAIN NCE UTILITIES (TYP) -�TO rQ EXISTING UTILITY EXISTING TELCO POLE W/TRANSFORMER PEDESTAL (TYP) EXISTING TREE -EXISTING UTILITY (TMP) POLE (TYP) PROPOSED LESSEE 10,350 SO. FT. LEASE AREA SILT FENCE REQUIRED DURING CONSTRUCTION SEE DETAIL SHEET 10A 0/1' EXTEND LANDSCAPE FABRIC 3' BEYOND GRAVEL AND COVER F I WITH CEDAR MULCH l NEW CHAIN LINK FENCE I I TO MATCH EXISTING 50'-0" NEW LESSEE 0 0000 12'x26' SHELTER 0 Q PROPOSED 0 6' WIDE Cb o LANDSCAPE BUFFER 0 I 114'-0" m PROPOSED 120' o MONOPOLE F_ NEW CONCRETE TURNOUT IAT: 34' 46' 37.066" N L PER REQUIREMENTS OF LON: -92' 22' 07.820" W - r - '� AUTHORITY HAVING ELEV: 581.15' AMSL JURISDICTION OVER PROPOSED- --- - Y RESERVOIR PARK ROAD 50'x50' GRAVELED EQUIPMENT AREA r x INSTALL NEW GRAVEL & 170'-0" LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND FUTURE CO-LOCATEPROPOSED 12' WIDE 0 GRAVEL 1' OUTSIDE FENCE LEASE AREA (TYP) ACCESS Ll CONSISTING OF A 4' LAYER OF 1'GRAVEL PROPOSED 8' TALL DRIVE. SEE DETAIL AGGREGATE STONE ON TOP OF WOOD FENCE SHEET 10A WEED BARRIER ON TOP OF A 6' LAYER OF LIMESTONE BASE NEW CHAIN LINK FENCE NEW LESSEE METER COMPACTED TO 90% STD PROCTOR TO MATCH EXISTING ON NEW UTILITY (SEE SPEC). H -FRAME NEW LESSEE 12' WIDE GATE EXISTING CHAIN LINK FENCE (TYP) NOTE: TREE REMOVAL SHALL BE KEPT TO A MINIMUM AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES ABSOLUTELY NECESSARY FOR THE INSTALLATION OF LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE. SEE SHEETS 05 & 19 OVERALL SITE LAYOUT PLAN SCALE: 1" = 20'-0" THIS PLAN IS BASED ON A SURVEY BY H & S SURVEYING, INC. DATED 09/26/05, AND REVISED 04/10/06. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZONWIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB RKANSAS (o REGISTERED PRO' ;_ESS'JNAL ENGINEER ,NOT VALTDjWWTUPE & SEAL) _ ONiC. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34'46'37.066"N -92'22'07.620"W SHEETTME OVERALL SITE LAYOUT PLAN S -E ET MNREA 04 I TOWER C TOWER ELEVATION DETAIL 1 NTS - (EXISTING) NEW LESSEE ANTENNAS ON NEW MOUNT (TYP) NEW 120' - MONOPOLE 12 TXO RXO O RXO TXO ANTENNA MOUNTS PROVIDED WITH NEW TOWER (INSTALLED BY CONTRACTOR) RXO O TXO TWO ANTENNAS PER_ SECTOR TOWER MOUNTING PLAN VIEW SECTION A 1" = V-0" - GPS ANTENNA 0 ETAI CErAIL 2 NTS 2p. NOTES: 1. ALL AZIMUTHS ARE REFERENCED FROM TRUE NORTH 2. ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS GPS ANTENNA 1 -1/4 - GALVANIZED PIPE CABLE BRIDGE SUPPORT NOTE: GPS ANTENNA SHALL BE MOUNTED ON ICE BRIDGE POST NEAREST TO SHELTER EST. MAGNETIC 1.Tt c W E 1p S VERIZON WIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE,TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 2 02/09/06 REVISED PER CLIENT 1 12/21/05 ISSUED FOR CONST. 0 111011051 ISSUED FOR REVIEW REV DATE DESCRIPTION PR�''B INFER a: - U T PPQFFE ;��IT.L tj Ei•ii li�iE s �41 119 (NOT VAL I ATURE &SEAL) 4�� mwimcom, R EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR—AR 1657668 LITTLE ROCK BTA SITE ADDRESS/ COORDINATES 6327 CANTRELL RD LITTLE ROCK, AR 72227 34'46'37.066'N -92°22'07.820'W SHEET TRLE TOWER ELEVATION & ANTENNA MOUNTING SHEETNUMBER 06 VERIZON WIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS EXTERIOR LIGHT PROVIDED W/SHELTER, INSTALLED BY CARRIER CONTRACTOR 26'-3" F, DOOR CANOPY 11'-11" F, EXHAUST PROVIDSTACK LANDLORD W HELTER, W/SHELTER, LEASING FT INSTALLED BY INSTALLED BY VENT HOOD CONTRACTOR CONTRACTOR CONSTRUCTION PROVIDED HVAC UNIT W/SHELTER, EXTERIOR LIGHT PROJECT NO: INSTALLED BY PROVIDED CONTRACTOR W/SHELTER, ii INSTALLED BY DRAWN BY: JAL CONTRACTOR n - VENT HOOD I PROVIDED I ® ve O W/SHELTER, CHECKED BY: JOH m a $ INSTALLED BY a o peC HVAC UNIT CONTRACTOR APPROVED BY: MDB i' 4 04/11/06 REVISED LEASE AREA GROUND LEAD TELCO ENTRY 3'-2 1 /4" 133/21/06 ISSUED FOR CONST PENETRATION 26'-0" �.~ �� NOTE: GENERATOR ROOM OF SHELTER IS __1_02/13/061 REVISED PER CLIENT (TYP) DESIGNED AND FUNCTIONS AS A SPILL 1 12121/051 ISSUED FOR CONST. SHELTER ELEVATION CONTAINMENT TANK WITH A CAPACITY SHELTER E EVATI N 0 11/01/05 ISSUED FOR REVIEW FRDNT SIDE ANDSEDING FUEL USED THE VBYOLUTHE GENERATOR. THE ME OF ALL FLUIDS RIGHT END REV once DESCRIPTION FUEL TANK OF THE GENERATOR IS OF A PROF EER DETAIL DOUBLE WALL DESIGN TO PREVENT FUEL DETAIL 3 SCALE! NTS _ FROM ESCAPING IN THE EVENT OF AN SCALE NTS _ ��` UNLIKELY ACCIDENTAL PUNCTURE. +�[A,},�KA'V'SAS FOR MORE DETAIL REFER TO CELLXION DRAWINGS - SVSC20 _rlc: TE•rp DATED 01/25/04-~C=s_�°,'.•:AL DISCONNECT PROVIDED W/SHELTER, INSTALLED BY �!- p,+u i7 b:� CONTRACTOR NEW TELCO BOX, ?lT VAI S NATU;Rr & SEAL) INSTALLED BY EXHAUST CONTRACTOR EXHAUST STACK — STACK PROVIDED PROVIDED W/SHELTER, W/SHELTER, INSTALLED BY DOOR CANOPY INSTALLED BY PROVIDED CONTRACTOR CONTRACTOR W/SHELTER, ' HVAC UNIT --` i)C767�7�7U INSTALLED BY EXCELL 47COMMUNICATIONS,INC. 1, g CONTRACTOR 6247 AMBER HILLS ROAD 1'-6 1 /2" VENT HOOD BIRMINGHAM, ALABAMA 35173 PROVIDED PHONE: 205.956.0198 PR SHELTER, EXTERIOR LIGHT FAX: 205.956.2632 INSTALLED BY PROVIDED COAX GROUND =__ CONTRACTOR W/SHELTER, COR QOe� i o o INSTALLED BY LITTLE ROCK ` AC POWER ENTRY - CONTRACTOR -- DISCONNECT RESERVOIR -AR `F 165766B VENT HOOD _ LITTLE ROCK BTA O a PROVIDED M _ SRE ADDRESS COORDINATES t ` , W/SHELTER, CONTRACTOR TO INSTALLED BY 8327 CANTRELL RD FIELD DRILL CONTRACTOR LITTLE ROCK, AR 72227 HOLES FOR MGB 34'46'37.066'N DOWNLEADS GROUND LEAD AC POWER -92'22'07.820"W THROUGH PENETRATION ENTRY SHELTER WALL () 9'-10" SUCH THAT THE — TELCO ENTRY sr�r+mG WIRE WILL PENETRATE THE SHELTER WALL DIAGONALLY DOWNWARD ELEVATIONS SHELT R ELEVATION SHELTER ELEVATION LEFT END SHEETNUMBER $ACiC 51QE DETAIL 2 DETAIL 4 0% SCALE: N-15_ SCALE: NTS VERIZON WIREL ESS TENNESSEE PARTNERSHIP 26'-0" 6x6xW6.5xW6.5 "i 1" CHAMFER WELDED WIRE FABRIC OR 500 WEST DOVE ROAD + TYPICAL PERIMETER #3010 - DIRECTIONS O.C. BOTH SOUTHLAKE, TX 76092 NEW GRAVEL �f APPROVALS 4 CLOSED STIRRUP # GRADE .. _ iel CARRIER MI®18" C/C, 3" CLEAR -L NIMUM ,- LANDLORD #4 REINFORCING - _ ; • • LEASING 012" C/C, 3" CLEAR I I m w 6" COMPACTED MINIMUM CONTINUOUS TT I N r I I . CRUSHED AGGREGATE CONSTRUCTION I --Z Lf 6x6xW6.5xW6.5 WELDED T PERIMETER WIRE FABRIC OR #3010" I �I BEAM PROJECT NO: - 4"x8"x1/4" KOROLATH - 3/4" PVC O.C. EACH DIRECTION 12"(IYP) BEARING SHIM (TYP) CONDUIT FOR DRAWN BY: JAL GROUND LEAD I r.. __r CONTINUOUS PERIMETER FOOTIN ICHECKED BY: Jo 21 1 5'-6" DETAIL ti]y APPROVED BY: MDB 12'-1"x4' CONCRETE - �;Q - NTS NEW CONCRETE STOOP. SEE DETAIL 2 " THIS SHEET FOR DETAILS SLAB SHELTER (NP) SLAB DETAIL 4 -04/11/06 REVISED LEASE AREA DETAIL � 3 03/21/06 ISSUED FOR CONST. L2' -6j 12'-1" SCALE. 3/8-= 1 -0 2 02/13/06 REVISED PER CLIENT 1 12/21/05 ISSUED FOR CONST. p 11/01/05 ISSUED FOR REVIEW REV I DATE DESCRIPTION 1 "x 2" UNC 3/4" PVC } BOLT, 4 REQ'D PROF�J2 ! AjpgIGINEER CONDUIT FOR PER SHELTER 9' 4 41 p GROUND LEAD Q FLOOR PANEL 12'-1"x4'x10" THICK OF SHELTER - - - - - - - - - - ,yJ CONCRETE STOOP 3/4"x 7" 4 - CONTINUOUS CONCRETE ANCHOR, ❑ ��' ' =0 6x6xW6.5xW6.5 1/4"/FT SLOPE PERIMETER 8 REO'D PER SHELTER PF1OFESSjti IAL 4 4 WELDED WIRE FABRIC FOOTING EN"'_1 'EER a 8 GRAVEL FILL`C�f/ %!•f� d 4 4 Q 12"x12"x1/4" TIE DOWN EXPANSION GAP d REQ'D PERP SHELTER I OY VALI ATLIRE A EA0 INSTALL 1/2 THICK FIBERBOARD OR CONNECTION DETAIL FRONT -- NEW CONCRETE STYROFOAM BOARD STOOP DETAIL ALL REQUIRED TIE DOWN SLAB DETAIL 4 NTS PLATES, SHIMS, BOLTS AND ANCHORS SHALL BE DETAIL NTS 2 SHIPPED WITH SHELTER _ SHELTER — 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI 8. OVERLAP SPLICES ARE ALLOWED FOR REINFORCING BAR, USE 18" MINIMUM 1"x 2" UNC BOLT, 1 REO'D IN 28 DAYS; CONTINUOUS INSPECTION IS NOT REQUIRED. PORTLAND CEMENT: LAP PER PLATE TYPE I OR II (REFER TO SOIL REPORT.) SLUMP: 2" MIN./4" MAX. AIR 9. DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY -MIX ENTRAINMENT: 4% TO 6% BY VOLUME. MAXIMUM COARSE AGGREGATE SIZE CONCRETE AT THE JOBSTTE. 12"x12"x1/4" --_-_ SHALL BE 1". 10. TOP OF ALL SLABS TO HAVE 1" CHAMFER ON ALL SIDES. TIE DOWN PLATE 2. REINFORCEMENT SHALL BE NEW BILLET STEEL DEFORMED BARS CONFORMING 11. FOUNDATION INSTALLER SHALL INSURE THAT ALL PROTRUDING THREADS ARE 4 REQ'D PER SHELTER TO ASTM SPECIFICATION A615 GRADE 40. MINIMUM REBAR SPLICES SHALL BE30 DIAMETERS. REINFORCEMENT SHALL HAVE A MINIMUM CLEAR LEFT CLEAN AND FREE OF CONCRETE- ONCRETEBE 12. THE CONSTRUCTION CONTRACTOR MUST COMPLY WITH ACCEPTED 4 DIMENSION ON ALL SIDES OF 3 IN. UNLESS NOTED OTHERWISE. CONSTRUCTION PRACTICES. THE CONSTRUCTION CONTRACTOR WILL BE 3/4'x 7" 4 3. WWF IS 60 KSI MINIMUM. REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ,LOB SITE CONCRETE ANCHOR, 4 4 ALL EMBEDDED TIEMS SHALL BE SECURELY HELD IN POSITION CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, 2 REQ'D PER PLATE nyc. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -AR 1657668 LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W 4. PRIOR TO PLACEMENT OF CONCRETE. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 4 a 5. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. REQUIREMENT SHALL, BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED sRErTrmE ALL CONCRETE SHALL BE READY -MIXED IN ACCORDANCE WITH ASTM C94. TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER Q MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE AT BETWEEN 50 AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS SLAB DETAILS DEGREES AND 90 DEGREES F. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 6. FOUNDATION DESIGN IS BASED ON SOIL WITH 2000 PSF BEARING CAPACITY. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING IF EXISTING SOIL DOES NOT HAVE A MINIMUM 2000 PSF BEARING CAPACITY FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL CONTRACTOR SHALL EXTEND PERIMETER BEAM TO REACH SOIL WITH MINIMUM CONNECTION DETA3L 51(3 SHEET NUMBER 2000 PSF BEARING CAPACITY. 08 7. SLAB TOLERANCE IS t1/4" FOUNDATION GENERAL NOTES DETAIL 5 NTS _ CHANNEL MOUNTING BRACKET ASSEMBLY, VALMONT PIROD PART # 802245 CUT POST TO LENGTH AND CAP 27' WIDE ICE BRIDGE. CUT ICE BRIDGE CHANNEL LENGTH TO SUIT (SEE NOTES) TRAPEZE KIT. ORDER NUMBER OF TRAPEZE KITS AS REQUIRED, TO MAINTAIN MAXIMUM CABLE SPAN OF 3'-0" (TYP) (VALMONT PIROD PART # 802257 OR EQUAL) ANTENNA CABLE ARRANGEMENT BY CONTRACTOR FINISHED GRADE j II - CONCRETE PIER LJ Li r TYPICAL ICE BRIOGE DETAIL 1 NTS _ NOTES: 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 9 FEET FOR 10 FOOT BRIDGE CHANNEL. 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILIVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH. 5. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL. 1 2 3 4 5 ALPHA BETA GAMMA 7 8 9 10 11 �Fo) RXQ RXO 0 13 14 15 16 17�7j TXO TXO TXO n (--) DUPLE HATCH PLATE LAYOUT VIEW FROM INSIDE SHELTER DETAIL 4 NTS _ fYa GPS I NEW 120' MONOPOLE N I II I ! I I II I 1 f II � ---------- L---___ ---J NEW LESSEE GPS ANTENNA. SEE DETAIL 2 ON SHEET 06 CONCRETE PIER SUPPORT COLUMN VALMONT PIROD PART# 8273 OR APPROVED EQUIVALENT NEW 27" WIDE ICE BRIDGE. CUT ICE BRIDGE CHANNEL LENGTH TO SUIT (SEE DETAIL 1 THIS SHEET) NEW 120' MONOPOLE VIEW JL 2 IY1Z NEW 27" WIDE ICE BRIDGE. CUT ICE BRIDGE CHANNEL LENGTH TO SUIT (SEE DETAIL 1 THIS SHEET) NEW LESSEE GPS ANTENNA. SEE DETAIL 2 ON SHEET 06 NEW LESSEE EQUIPMENT SHELTER SUPPORT COLUMN VALMONT PIROD PART# B273 OR APPROVED EQUIVALENT CONCRETE PIER ~ TRAPEZE KIT. ORDER NUMBER OF TRAPEZE KITS AS REQUIRED, TO MAINTAIN MAXIMUM CABLE SPAN s - a OF 3'—D' (TYP) (VALMONT PIROD PART # 502257 OR APPROVED EQUIVALENT) ELEVATION DETAIL 3 NTS _ VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB }� ARKANSAS REGIS;'ERE7 PROFESSIONAL .1 3 a SSI ow w EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SfTE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEETTDLE ICE BRIDGE DETAILS SHEET NUMBER 09 INSTALL 1 x 6 BOARDS — VERTICALLY, 2 x 4'S MAY SLOPE OR BE HORIZONTAL TO ACCOUNT FOR GRADE CHANGES. SPACE 1 x 6 BOARDS EQUALLY (3/8" MAX.) INSIDE COMPOUND W—O" POST CENTER TO CENTER (MAX.I — — OUTSIDE COMPOUND ATTACH EACH 2 x 4 CROSS BRACE TO THE 2-3/8" GALVANIZED POST WITH GALVANIZED SADDLE BRACKET FOR 2-3/8" POST AND 2-1 1/2" GALVANIZED LAG BOLT'S WITH WASHERS (TYP.) 2 x 4 TREATED WOOD CROSS BRACE (TYP.) ATTACH EACH 1 x 6 WOOD PICKET TO THE 2 x 4 CROSS BRACE WITH 3 GALVANIZED NAILS (TYP.) - 1 x 6 WOOD PICKET (TYP.) 4' MIN. TYPICAL SECTION WOOD FENCE/STEEL POST TYPICAL ELEVATION — 2-3/8" SCH 40 GALVANIZED STEEL POST (TYP) �INSIDE COMPOUND INSTALL 1 x 6 BOARD � AT END OF FENCE IF SIDE IS VISIBLE OUTSIDE COMPOUND 2 x 4 TREATED WOOD CROSS BRACE (TYP.) �'— 1 x 6 TREATED WOOD PICKET (TYP.) PLAN VIEW rATF (1PFNINr = DETAIL 2 NTS — TYPICAL WOOD FENCING DETAIL 1 NTS -- CONCREI OR SAKF CORNER, GATE, OR END POST TYPICAL WOOD FENCING STEEL POST CORNER DETAIL 3 NTS — TYPICAL WOOD FENCING 1. ALL WOOD FENCE RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE OR CCA PRESSURE TREATED PINE. 3. POSTS TO BE 2-3/8" SCH. 40 GALVANIZED STEEL 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. TYPICAL WOOD F FEENCING NOTES DETAIL I 4 NTS — VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB s li�1C. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR— AR 165766B LITTLE ROCK BTA SITE ADDRESS ! COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22.07.820"W SHEET ME FENCE DETAILS SHEET NUMBER 10 I� � 4 04/11/061 REVISED LEASE AREA 3 03/21/061 ISSUED FOR CONST. 2 .=131061 REVISED PER CLIENT 1 12/21/05 ISSUED FOR CONST. 0 11./01105 ISSUED FOR REVIEW REV DATE DESCRIPTION s li�1C. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR— AR 165766B LITTLE ROCK BTA SITE ADDRESS ! COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22.07.820"W SHEET ME FENCE DETAILS SHEET NUMBER 10 I� � r S"• IMED, A- s li�1C. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR— AR 165766B LITTLE ROCK BTA SITE ADDRESS ! COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22.07.820"W SHEET ME FENCE DETAILS SHEET NUMBER 10 12'-0' WIDE GRAVEL ROAD POSTSw ii !: `r' • SECTION SUPPORT NET FILTER FABRIC POST TOP VIEW 1 1 CENTERLINE OF _ 1 • ROAD EXISTING GROUND SECTION B - •• �! — ��b�`i�.�`r�i.�`i�`�.?'/.ti�i�`i')lt>�i?ri-J�'�'i • � -jL= 8" THICK COMPACTED AGGREGATE, —I AGGREGATE SHALL CONFORM TO ARKANSAS DEPARTMENT OF TRANSPORTATION STANDARDS FOR AGGREGATE ROADWAYS COMPACT SUBGRADE - PROOF ROLL TO DETERMINE SUITABILITY TYPICAL 12' WIDE GRAVEL ROAD SECTION DETAIL 2 NTS — REMOVE TOPSOIL AS REQUIRED GEOTEXTILE FABRIC AS SHOWN ON SHEET 04 1. ALL TREES, ROOTS, BRUSH AND ORGANIC MATTER (TOPSOIL) SHALL BE REMOVED BEFORE BEGINNING FILL. FILL MATERIAL SHALL BE CLEAR SOIL CONTAINING NO ROCKS LARGER THAN 6 INCHES, 2, ALL AREAS TO RECEIVE FILL SHALL FIRST BE PROOF ROLLED UNDER THE SUPERVISION OF THE ENGINEER OR TESTING LAS PERSONNEL. ANY AREAS WHICH EXHIBIT 'PUMPING" SHALL BE UNDERCUT (OR OTHERWISE STABILIZED) TO A FIRM SOIL BEFORE PLACING FILL ALSO. ALL FINAL SUBGRADES, WHETHER IN CUT OR FILL, SHALL BE PROOF ROLLED PRIOR TO CONSTRUCTING SLABS OR PAVEMENTS. CONTACT ENGINEER FOR DIRECTION IN SITUATIONS WHERE SOIL COMPACTION OR BEARING CAPACITY MAY BE INADEQUATE, 3. FILL SHALL BE FORMED OF SATISFACTORY MATERIAL PLACED IN SUCCESSIVE HORIZONTAL LAYERS OF NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR THE FULL WIDTH OF EACH STRIP. SLOPES FOR A PERIOD OF 1 YEAR. 4- FILL SOIL SHALL BE PLACED AT A MOISTURE CONTENT THAT IS WITHIN MINUS 1% OR PLUS 3% POINTS OF THE OPTIMUM MOISTURE CONTENT AND TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 69B (STANDARD PROCTOR). THE UPPER 12 INCHES OF FILL SHALL BE COMPACTED TO 9B% 5. STANDARD PROCTOR TEST (ASTM 698) SHALL BE DONE BY AN INDEPENDANT TESTING LABORATORY EMPLOYED BY THE CONTRACTOR. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT TO ENSURE PROPER PLACEMENT OF FILL MATERIAL lijoilimmOv 61 CONSTRUCTION SPECIRCATIONS .IOSNING s1=CTIdNS OF SILFT ENCS 1.) SILT FENCING SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY FITTING THE ADJACENT FENCE SECTION. 2.) EACH SECTION OF FENCING SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 12 3.) FENCING SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR REBARS AT A SPACING NOT TO EXCEED 6'. 4.) INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. SILT FENCE DETAIL DETAIL NTS 6. ALL DISTURBED AREAS SHALL RECEIVE GROUND COVER. ALL AREAS TO RECEIVE GROUND COVER SHALL HAVE A MINIMUM OF 4 INCHES OF TOPSOIL ALL FOREIGN DEBRIS SHALL BE REMOVED BEFORE PLACING TOP SOIL. AREAS WITH LESS THAN 4:1 SLOPE SHALL BE SEEDED WITH FOUR POUNDS OF KENTUCKY 31 FESCUE AND ONE POUND OF ANNUAL RYE PER 1,000 SQUARE FEET. SLOPES STEEPER THAN 4.1 SHALL BE SEEDED WITH A MIXTURE OF ]4 POUND SCARIFIED SERCEA LESPEDEZA. 14 POUND CROWN FETCH, AND ONE POUND KENTUCKY 31 FESCUE PER 1,000 SQUARE FEET WITH 30 POUNDS PER 1,000 SQUARE FEET OF 6-12-12 FERTILIZER. SLOPES 3:1 OR STEEPER SHALL BE COVERED WITH NORTH AMERICAN GREEN EROSION CONTROL BLANKET S150 INSTALLED PER MANUFACTURERS SPECIFICATIONS (OR ENGINEER APPROVED EQUAL) TO PREVENT EROSION. CONTRACTORS SHALL WARRANTY GROUND COVER AND SLOPES FOR A PERIOD OF 1 YEAR. MUST APPLY AS SOON AS EXCAVATION IS COMPLETE. 7. CONFINE ALL CONSTRUCTION ACTIVITY TO LEASE AREA. DO NOT ENTER ADJACENT PROPERTY WITHOUT OBTAINING APPROVAL THROUGH THE TENANT. 8. CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FENCE AND OTHER TEMPORARY EROSION CONTROL MEASURES AFTER GRASS IS ESTABLISHED AND STABILIZED. GRADING & EROSION CONTROL NOTES VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MOB IRrii4A� n5 w FROFES SIGNAL * No. 11926,-� (N6Tl/AC11 WTA0Wr SIGNATURE 6 SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR—AR 165766B LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEET TIRE ROAD & EROSION CONTROL DETAILS SHEET NUMBER 1 D ELECTRICAL INSTALLATION NOTES 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90-C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 90'C. 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR IN AREAS OF HEAVY VEHICLE TRAFFIC, GALVANIZED RIGID CONDUIT SHALL BE USED. SCHEDULE 80 PVC CAN BE USED IF LESS THAN 3' ABOVE GRADE. 18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TTTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. ELECTRICAL INSTALLATION NOTES cont. 22. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 24. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. GROUNDING INSTALLATION NOTES 1. ALL GROUND RODS SHALL BE A MIN. 5/8"x B'-0' GALVANIZED STEEL. 2. ALL BELOW GROUND CONDUCTORS SHALL BE MIN. #2 AWG SOLID BARE TINNED COPPER WIRE. 3. GROUND RODS SHALL BE DRIVEN TO A DEPTH SUCH THAT THE TOP OF THE ROD IS 30' BELOW FINISHED GRADE. 4. MINIMUM BENDING RADIUS FOR ALL GROUNDING CONDUCTORS IS 24'. 5. THE FOLLOWING ITEMS WILL REQUIRE A MECHANICAL CONNECTION AT DEVICE: HVAC UNITS, VENT LOUVERS, EXHAUST STACK, AND TELCO ENCLOSURE. 6. GROUND RING SHALL BE MIN. 30' BELOW FINISHED GRADE. 7. GROUND RODS ARE TO BE PLACED ALONG GROUND RING AT A MIN. OF 10' AND A MAX. OF 16'. 8. ALL EXPOSED GROUNDING SHALL BE IN NON-METALLIC FLEX CONDUIT AND SECURED AS POSSIBLE. 9. ALL SURFACES OF EACH CONDUCTOR SHALL BE CLEANED TO REMOVE ALL DIRT, PAINT AND DEBRIS PRIOR TO CONNECTION (WELDED OR MECHANICAL). 10. APPROVED ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 11, BOND ICE BRIDGE SECTIONS TOGETHER EXOTHERMICALLY OR 2 HOLE LUGS. BOND ICE BRIDGE TO SUPPORT POSTS. VERIZON WIRELESS TENNESSEEPARTNERSH/P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 1° r L ,,ARKANSAS V its it T;EC ISTERELD ENGIF-4SEE_ R �r N, 11926 o' �NOYVA06 =12NATURE 8 SEAL) comompacoulomes IRK.. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92'22'07.820"W SHEET TRLE ELECTRICAL NOTES SHEETNUMBER 11 NEW CHAIN LINK FENCE TO MATCF EXISTING . NEW COMPOUND WOODEN FENCE NEW LESSEE ICE NEW 150' MONC ELECTRICAL PLAN D ECA[ L 1 SCALE: 1 —1 q —0 _ REQUIRED TOR TO ATE WITH TILL IES FOR ELCO VERIZONWIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION AF?Kill ''Ew AS ��.JiSTr f ^O PRO'F_'3S;O'-•!AL EPri,,.iEER No. 11426 sarin. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SFTE ADDRESS / DODRDWATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEET TRLE ELECTRICAL PLAN SHEET NUMBER 12 PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB AF?Kill ''Ew AS ��.JiSTr f ^O PRO'F_'3S;O'-•!AL EPri,,.iEER No. 11426 sarin. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SFTE ADDRESS / DODRDWATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEET TRLE ELECTRICAL PLAN SHEET NUMBER 12 TO EXISTING UTILITY POLE (2)4"C, OR AS REQUIRED - BY UTILITY NEW 2/0 AWG SERVICE ENTRANCE GROUND IN 1"C 2" RGS NOTES: 1. CONTRACTOR SHALL PROVIDE 20OAMP, SINGLE PHASE, 120/240 VAC, 60HZ SERVICE FOR LESSEE EQUIPMENT SHELTER. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY BEFORE THE START OF CONSTRUCTION. POWER AND TELCO CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY REQUIREMENTS. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER. 4. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE N.E.C. AND UTILITY COMPANY AND LOCAL CODE REQUIREMENTS. 5. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. 6. CONTRACTOR SHALL VERIFY THAT THE MAIN BONDING JUMPER AND GROUNDING ELECTRODE CONDUCTOR IS INSTALLED PROPERLY AT SEMCE ENTRANCE 7. TELCO CABLE SHALL BE 2-12 PAIR 24 GAUGE SHIELDED, GEL FlLLED WITH PULL STRING. TELCO SERVICE AT EXISTING PEDESTAL l NEW LESSEE METER 200A, 120/24OV, 10 SEE DETAIL 1 SHEET 14 NEW TELCO BOX SEE DETAIL 1 SHEET 14 I (3) #3/0 & 1#4(G) - 2"C 3" RGS NEW 3" PVC CONDUIT WITH T1 CABLE & PULL STRING. SEE NOTE 7 —NEW SHELTER I NEW 200A CIRCUIT BREAKER DISCONNECT (PROVIDED WITH SHELTER, INSTALLED BY CONTRACTOR) REFER TO SHEET 09 FOR EXACT LOCATION — PULL BOX (AS SHOWN) - 2" RGS POWER TELCO & GROUND SINGLE LINE DIAGRAM FOR SHELTER NEW TELCO BOX SEE DETAIL 2 SHEET 14 REFER TO SHEET 09 - FOR EXACT LOCATION 3" RGS " NEW 2"C TO EQUIPMENT I RIGID, GALVANIZED STEEL CONDUIT (RGS), OR SCHEDULE 80 PVC IF LESS THAN 3' ABOVE GRADE GRADE i RIGID GALVANIZED----/ IPVC SCHEDULE 40 STEEL CONDUIT RIGID STEEL SIZE AS SHOWN (RGS) TO PVC ADAPTOR—ON LAYOUTS TYPICAL UNDERGROUND CDN[]UIT STUB—UP DETAIL 2 NTS — TRENCH FINISHED GRADE, OR GROUND COVER MATCH I SLOPE AND THICKNESS OF EXISTING 64 COMPAC D CK LLclo TE BA A W/ SATISFACTORY NATIVE OR IMPORTED $OIL s� m it —CAUTIONARY TAPE TELCO CONDUIT COMPACTED NATIVE IIIIIIL�9 �� • POWER CONDUrr COMPACTED SAND BED UNDISTURBED SOIL MIN NOTE: CONDUIT SIZE, TYPE. QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS DIR CT BURIED CONDUIT VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MOB )NdT VAM M A kMVGRATURE 8 SEAL) -Bit- EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22'07.820"W SHEET TITLE SINGLE LINE DIAGRAM & DETAILS DETAIL 1 SHEET NUMBER NTs — DETAIL 3 NTS 13 12" X 12" X 10' GUTTER - SQUARE 'D' PART# R01210 3'x4' NEMA 3R ENCLOSURE 1" PVC CONDUIT WITH 2/0 BONDED TO GROUND IN GUTTER 6-50OKcMIL & 1 -- #1/0(G)-(2)4"C. FROM UTILITY 5/8"X 8' GROUND ROD 36" X 36" X 12" TELCO J -BOX (VENTED) 200A DISI (BEYOND) 4" TELCO CONDUIT 3" PIPE WITH CAP i 11 4 lilt .. O O O O 0 M (4) 200A METER BASES TO BE INSTALLED AT INITIAL INSTALLATION 200A CIRCUIT BREAKER DISCONNECTS SQUARE 'D' OR APPROVED EQUAL; 1 NOW, 3 FUTURE /0 & 1#4(G) -2-C. 3/4" PVC CONDUIT WITH #2 BONDED TO GROUND FRONT VIEW 3" PIPE WITH CAP — _ —12" X 12" X 10' GUTTER -03 3'x4' NEMA 3R ENCLOSURE NOT SHOWN FOR CLARITY 1" PVC CONDUIT WITH #2 BONDED TO GROUND l - 6-50OKcMIL & 1 j #1/0(G) -(2)4"C. FROM UTILITY REAR VIEW 3#3/0 & 1#6(G) -2'C. UTILITY H -FRAME DETAIL 1 EXHAUST STACK, PROVIDED WITH SHELTER INSTALLED NOTE: 1. CONDUIT GROUNDING CLAMP & CONDUCTOR NOT REQUIRED FOR PVC SHE TER MOUNTED TELCO BOX DETAIL 2 p z VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY:77 MDB ( joTNAAt[olWWU'i'$!)''NA-rUA E & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -All 1657668 LITTLE ROCK BTA SITE ADDRESS/COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22.07.820"W SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER 14 BY CONTRACTOR LOUVER (2 TYP) (VENT HOOD NOT SHOWN FOR CLARITY) DISCONNECT, PROVIDED WITH — - SHELTER INSTALLED BY CONTRACTOR SECURE TO SHELTER WALL WITH 5/16"0 EXPANSION ANCHORS HOFFMAN PART# WITH AN EMBEDMENT A-24 DEPTH OF 2 1/2" 24"x36"x24" TELCO BOX WITH PLYWOOD BACKBOARD (BOX MUST BE VENTED) C� GROUND BAR 2" PVC CONDUIT TO TELCO ENTRY 3" PVC CONDUIT FROM TELCO BOX AT NEW UTILITY RACK 2" TELCO ENTRY --� 3/4" PVC CONDUIT FOR, ---- #2 TINNED SOLID BCW -� a GROUND CLAMP -W/#2 ; TINNED SOLID BCW TO GROUND RING. SEE NOTE 1n 3" RIGID CONDUIT RISER— [--� 7 O AND ELBOW NOTE: 1. CONDUIT GROUNDING CLAMP & CONDUCTOR NOT REQUIRED FOR PVC SHE TER MOUNTED TELCO BOX DETAIL 2 p z VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY:77 MDB ( joTNAAt[olWWU'i'$!)''NA-rUA E & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -All 1657668 LITTLE ROCK BTA SITE ADDRESS/COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22.07.820"W SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER 14 NEW " - EXISTING - - FENCE—X—X—X—X— CADWELD • COMPRESSION CONNECTION 0 ---CADWELD #2 AWG BARE, TINNED. COPPER CONDUCTOR FROM NEW GROUND RING TO EACH ICE BRIDGE POST (TYP) I — TIE EQUIPMENT GROUND t RING INTO TOWER GROUND RING (2 LEADS TYP) - TIE TOWER BOTTOM GROUND BAR INTO TOWER GROUND RING (2 LEADS TYP IN HARD PVC) LOWER TOWER GROUND BAR - - - - GROUND CONNECTIONS TO TOWER PER MFG'S SPECIFICATIONS (TYP) NEW #2 AWG BARE, TINNED COPPER GROUND RING LEGEND: GROUND ROD GROUND ROD WITH SLEEVE CADWELD WITH SLEEVE NEW LESSEE BURIED GROUND RING 30" BELOW GRADE NEW LESSEE — - GROUND ROD WITH TEST LOOP D VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 4 04/11/0 REVISED LEASE AREA 3 03/21/0 ISSUED FOR CONST. .02113/06 REVISED PER CLIENT 1 12/21/05 ISSUED FOR CONST. 0 11/011051 ISSUED FOR REVIEW EV DATE I DESCRIPTION PROF WINEER r�c),r EN:C SE_ 3 ■A+ ,Aof rAA04ujWT GNATURE 8 SEAL) �RrC. EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR _AR 165766B LITTLE ROCK BTA $ITE ADOAESB) COCIRDINATES ( 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEET TITLE GROUNDING PLAN SHEET NUMBER 15 ANT. MAST (TYP ( TOP COAX JUMFE (TYP) TOP GROUND BAF (TINNED) MAIN COAX (TYP) STANDARD GROUNDING KIT (TYP) ISOLATED TOWER BOTTOM GROUND BAR (TINNED) SEE NOTE 6 #2 AWG SECTOR ALPHA SECTOR BETA ANT. 1 ANT. 2 ANT. 1 ANT. 2 s NEW TOWER GROUND RING TOWER GROUNDING PER TOWER MANUFACTURER'S SPECIFICATION 1. BOND ANTENNA GROUNDING TO ANTENNA MAST. 2. FOR GROUNDING CONNECTIONS AND DETAILS, SEE SITE SPECIFIC GROUNDING PLAN, SHEET 15. 3. A GROUND BAR IS REQUIRED AT BOTTOM & TOP OF TOWER. 4. ALL #2 AWG BCW MUST BE SOLID TINNED (BCTW). 5. INCLUDED WITH STANDARD GROUND KIT. 6. CLAMPED DIRECTLY TO TOWER WITH NEW INSULATED TOWER ATTACHMENT KIT, MTS PART# MT574 OR APPROVED EQUIVALENT SECTOR GAMMA ANT2 rn P #6 AWG INSULATED - #6 AWG INSULATED ......,...�� ..ems,,.,,,,.,.. ALL ICE BRIDGE C, - SUPPORTS GROUNDING SYSTEM SINGLE LINE DIAGRAM SCALE: NTS #2 AWG BTCW TYP OF 10 #2 AWG BTCW TYP OF 2 I 1 SHELTER I A/C _ UNITS �— — LOUVERS I l #2 AWG BTCW TYP OF 2 EXTERNAL GROUND BAR (TINNED) (EGB) #2 AWG BTCW (AS REQUIRED) _ _ GENERATOR — — EXHAUST STACK l TELCO BOX PWR 1 r r r r r _ O O ! O O SHELTER TIE DOWN PLATES (4 TYP) 1 LC BOX 2 AWG BTCW �2 AWG BTC #2 AWG BTCW #2 AWG BTCW #2 AWG BTCW_ SHELTER GROUNDING RING 2 AWG BTCW- 30" BELOW GRADE FIVVBR,1Z0N WIRELESS SSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB ARKANSAS Z.J � PEGS-! ;ED PROFES SiO NAL EiNG1 iizl R ViiN blo. 11921 _Q+do C%3 Ed III Fu .v= EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEET TITLE GROUNDING SINGLE LINE DIAGRAM SHEET NUMBER 16 ANTENNA CABLE - - 1 ) 12" TO 24" I, WEATHERPROOFING KIT (SEE NOTE 3) -- - CABLE GROUND KIT #6 AWG STRANDED Cu WIRE WITH 60OV, THWN INSULATION (GROUNDED TO GROUND BAR) (SEE NOTES 1 & 2) CONNECTI N OF CABLE GROUND KIT TO ANTENNA CA8 L NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) DETAIL 1 TWO -HOLE LONG BARREL COMPRESSION LUG HEX BOLT LOCK WASHER #6 OR 12 GND FLAT WASHER 500 WEST DOVE ROAD I I FLAT SOUTHLAKE, TX 76092 GROUND BAR OR APPROVALS + WASHER METAL ENCLOSURE LANDLORD I —LOCK ^� V a D a;P, WASHER - HEX NUT 1. ALL BOLTS. WASHERS AND NUTS SHALL BE STAINLESS STEEL 2. SELECT BOLT LENGTH TO PROVIDE A MINIMUM TO TWO EXPOSED THREADS. 3. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 4. APPLY ANTI -OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 5. USE 1/4" HARDWARE FOR ATTACHMENT TO METAL ENCLOSURES & 3/8" FOR ATTACHMENT TO GROUND BARS. I pl: I F-11 �lw' "W-] PATCH TO MATCH EXISTING GROUND COMPACT FILL (90%) WARNING TAPE ® - 1'-0" BELOW GRADE NATIVE SOIL FILL #2 AWG BARE SOLID COPPER (TINNED) WIRE GROUNDING RING EXOTHERMIC WELD GROUNDING WIRE ® GROUND RODS CONDENSATE DRAIN UNE FROM A/C UNITS 7/8"0 HOLE IN WELL COVER FOR A/C CONDENSATE DRAIN UNE V -6 - MIN. GROUND ROD DETAIL 2 NTS _ IRRIGATION CONTROL VALVE WELL. NDS PART# 1078C OR EQUIVALENT I 7 A/C CONDENSATE WELL DETAIL DETAIL 5 NTS — #6 AWG STRANDED Cu WIRE WITH 60OV, THWN INSULATION r -- TRENCH GROUND BAR ON --]r— EXISTING GRADE WALL, FLOOR OR ON ANTENNA TOWER 1 (D �o a 0 1 I #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR AT EACH END. EXOTHERMIC WELD TO BURIED GROUND RING XOD IZED STEEL GROUND INSTALLATION OF GROUND WIRE TO COAX CABLE GROUND BAR DETAIL 3 EXISTING GRADE GRAVEL FILL EXOTHERMIC WELD — WIRE TO GROUND WIRE #2 AWG BARE SOLID E COPPER (TINNED) WIRE GROUND ROD WITH ACCESS AR & TEST LOOP DETAIL -.(D GROUND ROD INSPECTION WELL ADVANCED LIGHTNING TECHNOLOGIES MODEL 3100 ADAPTERS AND EXTENSIONS AS REQUIRED AND CAST IRON UD COORDINATE INSTALLATION LABEL "GROUND" OR "GROUND ROD" 5/8'OX8'-O" GALVANIZED STEEL GROUND ROD PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 4 O4)11f06 REVISED LEASE AREA 3 joa;2vD61 ISSUED FOR CONST. 2 102t131061 REVISED PER CLIENT 0 llvolM ISSUED FOR REVIEW REV DATE I ESCRIPTION �d v ---t 3 ARKANSAS /„l4Eu.5TE5E'J PROFESSIONAL ENGINEER 4�rfa No. 1192f,] _0A (NdT VALID Wrlil6UT SIGNATURE & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -AR 1657668 LITTLE ROCK BTA SITE ADDRESS/ COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22'07.820'W SHEET TITLE GROUNDING DETAILS SHEET NUMBER 17 UERIZONWIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING ^� V CONSTRUCTION GROUND ROD INSPECTION WELL ADVANCED LIGHTNING TECHNOLOGIES MODEL 3100 ADAPTERS AND EXTENSIONS AS REQUIRED AND CAST IRON UD COORDINATE INSTALLATION LABEL "GROUND" OR "GROUND ROD" 5/8'OX8'-O" GALVANIZED STEEL GROUND ROD PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 4 O4)11f06 REVISED LEASE AREA 3 joa;2vD61 ISSUED FOR CONST. 2 102t131061 REVISED PER CLIENT 0 llvolM ISSUED FOR REVIEW REV DATE I ESCRIPTION �d v ---t 3 ARKANSAS /„l4Eu.5TE5E'J PROFESSIONAL ENGINEER 4�rfa No. 1192f,] _0A (NdT VALID Wrlil6UT SIGNATURE & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -AR 1657668 LITTLE ROCK BTA SITE ADDRESS/ COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066'N -92°22'07.820'W SHEET TITLE GROUNDING DETAILS SHEET NUMBER 17 Verizon Wireless/South Area North Texas RF AM Query results: KJBN at 6.9 km; no action required. Notes: Original 11/16/2005 tech review was for Stealth Concealment Solutions CELL -3C-100-30 3 -carrier flagpole. Central Arkansas Water has since approved a standard monopole, rather than a stealth flagpole, for this site. RF Engineer: David R Mason RF Manager: J:\Network\RF Engineering\Site Files\(MSA/RSA folder)\(site folder) Mark Riederer Issue Date: 03/20/2006 VER/ZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD F SOUTHLAKE, TX 76092 I APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY- JAL CHECKED BY: JOH APPROVED BY: MDB EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W RF DATA SHEET SHEETNUMSER 18 Technical Review RF Addendum (REVISED - Changing to monopole from original 11/1612005 tech review for flagpole) Purpose: New PCS cell site Lat,LOn,Gnd(NAD27): 34-46-36.7 92-22-07.3 581' Lat,LOn,Gnd(NAD83): 34-46-37.1 92-22-07.8 581' Cell ID: 165766B Survey: 09/22/2005 H&S Surveying, Inc. Cell Name: LITTLE_ ROCK_RESERVOIR_AR 11/04/2005 1-A certification (revised) County: Pulaski County, AR Address: 8327 Cantrell Rd, Little Rock, AR 72227 Tower owner: Verizon Wireless Cellular Market: Little Rock -North Little Rock MSA Status/Type: Pending monopole PCS Market: Little Rock BTA Height: 120' structure; 130' overall vzw License: PCS C1 -block (1982.5-1990, 1902.5-1910) FAA Study: Not required 7.5' USGS map: NORTH LITTLE ROCK, ARK. FCC ASR: Not required ----PCS Antennas ---------------------•-- > c•• ---Coax-----> <----Tower-Top Amps ---- > Sector Azimuth ACL 4u8nti ManuflModel GainlHBWIEDT MDT Runs Diameter ManuflModel y Alpha 00 117' 2 CSA Wireless 19.5dBi/650/20 00 2 1-5/8" None I PCSA065-19-2 ` 1 Beta 1200 117' 2 CSA Wireless 19.5dBi/650/20 10 2 1-5/8" None 1. PCSA065-19-2 Gamma 2400 117' 2 CSA Wireless 19.5dBi/65°/20 00 2 1-5/8" None I PCSA065-19-2 TOWAIR results: No airports within 5 miles. AM Query results: KJBN at 6.9 km; no action required. Notes: Original 11/16/2005 tech review was for Stealth Concealment Solutions CELL -3C-100-30 3 -carrier flagpole. Central Arkansas Water has since approved a standard monopole, rather than a stealth flagpole, for this site. RF Engineer: David R Mason RF Manager: J:\Network\RF Engineering\Site Files\(MSA/RSA folder)\(site folder) Mark Riederer Issue Date: 03/20/2006 VER/ZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD F SOUTHLAKE, TX 76092 I APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY- JAL CHECKED BY: JOH APPROVED BY: MDB EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W RF DATA SHEET SHEETNUMSER 18 EST. MAGNETIC NORTH i 1 i i i c � i W E 'F INSTALL NEW RED MAPLE - 1 TREES AT 27'-0" O.C., MIN. S ' 2" CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET i iOOOO INSTALL 2" MIN. - LAYER CLEAN PINESTRAW MULCH (TYP) 0 no 27'-0" O.C. 4,-0" O.C. O 0 1 n �f f EG �1 uL,�----JL—�—J EXISTING TREE (TYP) INSTALL NEW 7 GAL. ELEAGNUS SHRUBS AT O.C., MIN. 30" TALL V PLANTED. SEE PLANT TABLE & TREE PLANA DETAIL THIS SHEET _ ! 0 w lol O 0 0 f 1 PROPOSED 12' WIDE GRAVEL ACCESS DRIVE. SEE DETAIL SHEET 10A EXTEND LANDSCAPE FABRIC 3' BEYOND GRAVEL AND COVER WITH CEDAR MULCH SILT FENCE O REQUIRED DURING L I CONSTRUCTION. FIRM TO PREVENT SETTLEMENT INSTALL NEW 6" 5 TIMES 54 THIS PLAN IS BASED ON A SURVEY BY H & S SITE LANDSCAPE PLAN NOTE: TREE REMOVAL SHALL BE KEPT TO A MINIMUM SURVEYING, INC. DATED 09/26/05, AND SCALE: 3/16" = 1'-0" AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES THICK LIMESTONE GRAVEL &3 LANDSCAPE GEOTEXTILE FABRIC 0 VER}FY ALL EXISTING CONDITIONS PRIOR TO LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE COMMENCEMENT OF CONSTRUCTION. EXISTING TREES TO BE REMOVED / INSIDE COMPOUND CO 7 "ACER RUBRUM" RED MAPLE 20 FT x 20 FT I ELAEAGNUS 6 FT x 4 FT & EXTEND 1' OUTSIDE FENCE CLEAN STRAW \ CONSISTING OF 2"..1 LAYER 571 ill LIMESTONE GRAVEL,ck)l ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" I BASE OF 2" TO DUST COMPACTED. 00 0..0..000000 -nn(nn SILT FENCE \� \- --- -y REQUIRED DURING \� CONSTRUCTION. FIRM TO PREVENT SETTLEMENT SEE DETAIL SHEET 10A 5 TIMES 54 THIS PLAN IS BASED ON A SURVEY BY H & S SITE LANDSCAPE PLAN NOTE: TREE REMOVAL SHALL BE KEPT TO A MINIMUM SURVEYING, INC. DATED 09/26/05, AND SCALE: 3/16" = 1'-0" AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES REVISED 04/10/06. CONTRACTOR SHALL FIELD ABSOLUTELY NECESSARY FOR THE INSTALLATION OF VER}FY ALL EXISTING CONDITIONS PRIOR TO LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE COMMENCEMENT OF CONSTRUCTION. QUANTITY SCIENTIFIC 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES a 'a 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 SHALT. BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILJTIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED T0: 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 DEFOLWTES (PRIOR TO TOTAL ACCEPTANCE 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 EDR10N. 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 WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB (440T 4AL10 yAfPA lYSTaW%TNRE & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA :ITE ADO F ESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34046'37 -066"N -92'22'07.820"W SHEET TRLE SITE LANDSCAPE PLAN SHEET NUMBER 19 T� � "----TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 54 ROOTBALL TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC COMMON MATURE SIZE NAME (HT x WT) 7 "ACER RUBRUM" RED MAPLE 20 FT x 20 FT 55 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 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 SHALT. BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILJTIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED T0: 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 DEFOLWTES (PRIOR TO TOTAL ACCEPTANCE 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 EDR10N. 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 WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB (440T 4AL10 yAfPA lYSTaW%TNRE & SEAL) EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA :ITE ADO F ESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34046'37 -066"N -92'22'07.820"W SHEET TRLE SITE LANDSCAPE PLAN SHEET NUMBER 19 Vicinity Map rk N.T.S. t'+2' `c E v U4GNE71C DECUN4n011 mvmw aeewneae Mmmvation Prr,m v ey nr. watrenw eeeyesret owao enw eav w: c 5 Moddel:.h' IGRF20a5 LESSEE'S LEASE SITE DETAIL SCALE 1'= 20 LesseeLease Area _ 23,896.35 SQ. IT. 0.55 -ACRES r �.. PP n n,.�d f � - 17D.ar Unless Noted, All Data Is Expressed In NADB3 & NAVD88 ftDG4TION CRIPTION LATE VD LONGID.IDE ELEVATION NOTE, IA data taken from TOWER NADB3 HAVOSS 34.46.37.0[46" 8722'07,$20' 1 581.15' Lessee's lease site os TOWER NAD27 NGVD29 34.46'36.7j/ 192'2207.2671 581.31' shown by ties on drawing. P.0.0 Leen +I SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF 10 THE SW/4 OF SECTION 26, T2N, R13W RNbW $pee Ped. Rw der. ssy+ PULASKI COUNTY, ARKANSAS 2 ()06 Teles Pd. PP /rrvns �rrca Pad. der, :4C rN; ArlA' PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL �ar� x rt I I1 I I 4- I �f v �Y w , I $ 111 1, { I I I Susan Archer I I e I riJ reserved in that deed of record in book 246. of page 421 of the rscerds of pploeki County. 3: The elevations shown hereon are based on the NAVDBB Datum. And Stock Ten (10) of Hyland Homes Addition to the Clty of tuft Rock, some being those lends described in that deed now Of I 1 - ' _ � 5 ae'2534 E for v FCCdefinedFAA lA survey blah is defined as plus or minus 15 15 [rat npH;antal and plus or minus 3 feet vertical. 1 !fes ilL sef �SpA7r' 1/2 acres, mare Of lass. (WARRANTY DEED R=RDE0 1N VOLUME M. PAGE 176. DEED RECORDS OF PULASKI COUNT(, ARKANSAS. i AS SHOWN DI SPECIAL WARRANTY DEED DOCUMENT N0. 2001051904 'EXHIBIT 'A'] rd, AND Thal port of the 9W SW of Section 26, 7o"hlp 2 North, Range 13 Wast, PulomW County, particularly, described os follows: Sagin at r o point an the East Ilan of the sold SW SW, which le 410 feet Harlin of Inv SE corner thereat, run thence West a1 right angles Central Arkansas Water 320 fees: thence North parakal to the East Itne of the sold SW SW 300 feet; thence East at right angles 320 feel; thence South W Document #2001051904 ' 1 f / 6: This survey does not provide any determination conearning wetlands, fault lines, toxic waste or any other environmental issues. Such -matters should be directed to an expert cantle tont. THE S1111/4 OF SECTION 26, T2N, R13W J PULASKI COUNTY, ARKANSAS FA 4mwae 7: There may be vddlUonal buried or underground utilities in the area which the surveyor is unaware of and no liability for Lessee Lease Area 23,896 35 SQ. FT. Aft u SN I D55 .-ACRES I ZONING J PROVIDED BY: City of Little Rock 1 ZONED: Residential CONTACT: Dana Carney, Zoning & Subdivision Manager r•LI2 723 West Markham St., Little Rock, Ar. 72201-1334 PHONE: 501 371-6817 �a�il 5ETBACf(s: P.- Fmnl-S70' Pole Rear -120' feline Ped. Sides -120' Street -120' I Rewt SPiev F d. sew swr. mw . SK a, a )O W W hArY SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF 10 THE SW/4 OF SECTION 26, T2N, R13W N ' rrj 1"0 PULASKI COUNTY, ARKANSAS 2 ()06 Teles Pd. PP /rrvns �rrca Pad. •� ;r1 - PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL �ar� x rt PARENT TRACT DESCMPTKIN 4- Southwest Quarter of the SouShwNS Duarler [51Y Sffj of Seretion 26, Township 2 North, Range 13 West, except a tract dncribed os follows: Begin at the Southwest earner of sold 40 ocn tract and rue thence North along the East line thereof a di5tw1ce of 410 v ,well far a point of [,&ginning; run thence alliGht angles Went 320 fear; thence North parallel to the East line of %old hoot 300 feet; thence at right angles Ent 320 feet to s East tine of mid [roof: thence South sling wild East line 300 feet to the point I $ of beginning, And the South Half of the Northwest Quarter of the Southwest Quarter (S/2 NW SW) of Section 26, Township 2 North, Range 12 { I West, being those same lends described in that deed now of record in deed record book 246, at page 420 of the records of Susan Archer Pulaskl County. Traci Seven 17) as shown on plat at 1825 of the Subdirlalon of ; ylorrd Hvanes WItfon to the City of LALIC Rock, AFkODews, except I e a one-harl interest in any end all minerot. DI cress kind and character, including One-half of all Oil, gas and casinghead gas as riJ reserved in that deed of record in book 246. of page 421 of the rscerds of pploeki County. 3: The elevations shown hereon are based on the NAVDBB Datum. And Stock Ten (10) of Hyland Homes Addition to the Clty of tuft Rock, some being those lends described in that deed now Of la maord in Deed Record Bock 249, at ledge 104. (PER RIDER ATTACHED): All M C.P. Newton Sahoat Addillen to Nyland Homes Addltfon to Uttle Rank, orcapt Block 2 thereof; and all that port of the East "t of the Southweat Quarter (E/2 SW/4) of Section 26. TowasNp 2 North, Range 13 Wes. which Is not for v FCCdefinedFAA lA survey blah is defined as plus or minus 15 15 [rat npH;antal and plus or minus 3 feet vertical. plotted as C.P. Newtons School Addition to Hyland Hames Addition to UtUir Rock, the tract of land hereby carweynd eanlalning 47 i 1/2 acres, mare Of lass. (WARRANTY DEED R=RDE0 1N VOLUME M. PAGE 176. DEED RECORDS OF PULASKI COUNT(, ARKANSAS. i AS SHOWN DI SPECIAL WARRANTY DEED DOCUMENT N0. 2001051904 'EXHIBIT 'A'] rd, AND Thal port of the 9W SW of Section 26, 7o"hlp 2 North, Range 13 Wast, PulomW County, particularly, described os follows: Sagin at r o point an the East Ilan of the sold SW SW, which le 410 feet Harlin of Inv SE corner thereat, run thence West a1 right angles 320 fees: thence North parakal to the East Itne of the sold SW SW 300 feet; thence East at right angles 320 feel; thence South W 300 foot to the point of brginning. (WARRANTY DEED RECORDED IN VOLUME 275. PAGE 46, DEED RECORDS OF PULASKf COUNTY, a ARKANSAS. AS SHOWN iN SPECIAL WARRANTY DEED DOCUMENT NO. 2001051904 "EXFRBR 'A") f SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF 6: This survey does not provide any determination conearning wetlands, fault lines, toxic waste or any other environmental issues. Such -matters should be directed to an expert cantle tont. THE S1111/4 OF SECTION 26, T2N, R13W J PULASKI COUNTY, ARKANSAS hArY LESSEC'S LEASE SUE DFSC1t"ON A tract of land lying in and being a part of Block 10, Hyland Homes Addition, as filed in Book 2, Page 200, situated in the SW/4 of Section 28, Township 2 North. Range 13 West as deathbed in Book 256, Page 176, Deed Records of P&oski County, Arkansas and thing more particularly, described gr follows: Commanding at o Railroad Spike found for the Northwest Comer of said SW/4; Than" S 01'3426' W on the West line of mid SW/4 a distance of 452-89 feet to o point on sold West line: Thence S 88'25'34" E a dItallm of 2013.88 feat to 0 1/2" iron rod est for the Northwest 4orner, said corner being She Point of Beginning: Thence S 5592'51" E dlstama of 19"7 feet to a 1/2" [Mn rod sat tar the NDrtheesl tamer. ThenceS 01"51'43" W a distance of 88.95 feet to a 1/2" iron rad Est for the Southoost cwm: nen ihav N 88'08.17" W a distance of 170.00 feet to a 1/2" iron rad "I for the Southwrnt comer; Thence N 01'51'43' E a distance of 192.14 foot to the Point of Beginning, eontolninq 23,898.35 square feet or 0.55 atria, more Of leas. LESSEE'S ACCESS NOTE: Lessee has common access to the proposed lease area via paved public roads, as the Lease area fronts on Hwy. 10/Cantrell Road. LESSEES UTILITY NOTE: Lessee has common usage of the existing utilities on the subject property as shown hereon 1, Jerry M. Lavender, a Regialered Profensignal land Surveyor Ilceneed vndar the laws of the Slate at Arkanam, hsralty, certify that this survey (I) won mode on the ground on Sept- 19. 2005 fav Vorltern Winfan and Wooden, Fulton & Scarborough, P,C. .1 ca,m,ily shows the subject properly and She location of eas&mants, ROW and set back lines thenen that are risible or re0acted on Abahaetori Certiflealn Number BOW952 with on eflectiva dote of Jna- 23, 2006, (T,i) reflects the condillans found at the time of survey, (Iv) except as shown hereon. meticcts no oncroxhmants or afkpptng of Irlprovamvnla, and (v) that mit survey conforms with the currant Wnimum Stondords of Arxamws State Board of R"iStmAL n of Land Surveyors. Q�GISTSB£O nFisc or �. L�.rh�. ��Q��•9aL o s&. w � y �{ s�M vendor AR RPLS� 90 Data �iP u �0 4 �fQ4'4L LA110 �, BLOCK 10 DATE SURVEYED: 9�22/D5 10 HYLAND HOMES ADDITION - NOTES CONCERNING SURVEY. 't'r !• A,. `d ;�• , •d f _ 555/// °qo Teles Pd. PP /rrvns �rrca Pad. •� ;r1 - �ar� x rt � Ped. PREPARED FOR: VERIZON _WIRELESS T� 500 WEST DOVE ROAD, SOUTHLAKE, TEXAS LESSEC'S LEASE SUE DFSC1t"ON A tract of land lying in and being a part of Block 10, Hyland Homes Addition, as filed in Book 2, Page 200, situated in the SW/4 of Section 28, Township 2 North. Range 13 West as deathbed in Book 256, Page 176, Deed Records of P&oski County, Arkansas and thing more particularly, described gr follows: Commanding at o Railroad Spike found for the Northwest Comer of said SW/4; Than" S 01'3426' W on the West line of mid SW/4 a distance of 452-89 feet to o point on sold West line: Thence S 88'25'34" E a dItallm of 2013.88 feat to 0 1/2" iron rod est for the Northwest 4orner, said corner being She Point of Beginning: Thence S 5592'51" E dlstama of 19"7 feet to a 1/2" [Mn rod sat tar the NDrtheesl tamer. ThenceS 01"51'43" W a distance of 88.95 feet to a 1/2" iron rad Est for the Southoost cwm: nen ihav N 88'08.17" W a distance of 170.00 feet to a 1/2" iron rad "I for the Southwrnt comer; Thence N 01'51'43' E a distance of 192.14 foot to the Point of Beginning, eontolninq 23,898.35 square feet or 0.55 atria, more Of leas. LESSEE'S ACCESS NOTE: Lessee has common access to the proposed lease area via paved public roads, as the Lease area fronts on Hwy. 10/Cantrell Road. LESSEES UTILITY NOTE: Lessee has common usage of the existing utilities on the subject property as shown hereon 1, Jerry M. Lavender, a Regialered Profensignal land Surveyor Ilceneed vndar the laws of the Slate at Arkanam, hsralty, certify that this survey (I) won mode on the ground on Sept- 19. 2005 fav Vorltern Winfan and Wooden, Fulton & Scarborough, P,C. .1 ca,m,ily shows the subject properly and She location of eas&mants, ROW and set back lines thenen that are risible or re0acted on Abahaetori Certiflealn Number BOW952 with on eflectiva dote of Jna- 23, 2006, (T,i) reflects the condillans found at the time of survey, (Iv) except as shown hereon. meticcts no oncroxhmants or afkpptng of Irlprovamvnla, and (v) that mit survey conforms with the currant Wnimum Stondords of Arxamws State Board of R"iStmAL n of Land Surveyors. Q�GISTSB£O nFisc or �. L�.rh�. ��Q��•9aL o s&. w � y �{ s�M vendor AR RPLS� 90 Data �iP u �0 4 �fQ4'4L LA110 �, BLOCK 10 DATE SURVEYED: 9�22/D5 DATE DRAFTED: 9�26/U5 HYLAND HOMES ADDITION PREPARED BY: (� (�{ jlf07p❑�M�Mf� W. UUll1� JU tt]]LIJJIN}Yj )f �jlt},j ltJi HAS 9 .�7111"VQyIRg 813 Teeleoo DmuniOFttIt )3! COmplany ;� SERVING THE CENTRAL U.S. 201 N. BICKFORD, EL RENO, OK. 73036 pH: 405 262-0249 —FAX: 405 262-5107 } } HSSURVEY[NGIIBAOL.CON NOTES CONCERNING SURVEY. ouavrll VX: 165766B/LITTLE ROCK RESERVOIR CANTRELL ROAD, LITTLE ROCK, ARKANSAS 72202 DRAWING NO. S-1 1: This survey is based ort 'ABSTRACTOR'S CERTIFICATE' c PROVIDED 9f. Stewart Trine of Arkansas PREPARED FOR: VERIZON _WIRELESS T� 500 WEST DOVE ROAD, SOUTHLAKE, TEXAS Stewart File #8050952 BY: J.M.L. BY: I $ DATED: R.Iq. 23, 2005 { I r ,6A135TliACTOR. Susan Archer I e 2: Bearings shown hereon are based on the Arkansas State Plane Coordinate System. Arkansas South Zone, NADB3 Datum. riJ 3: The elevations shown hereon are based on the NAVDBB Datum. t ( la 4. The latitude and fongitoda Ehown hereon we based on the W063 Delum and meet or exceed the minimum requirements for v FCCdefinedFAA lA survey blah is defined as plus or minus 15 15 [rat npH;antal and plus or minus 3 feet vertical. i This informall" was esiabOrhad and delwminrd by GPS an 9/22/05. ff 5: The Joos& sits shown on thin survq DOES NOT De within thr 100 syeer Flood ploln and it located wilHln me Flood Zone 'X" r r the Federal Emvrgtory kknagemeni Agency (FEAl4} use shown on the Rood Ir wrenae Rote Mop [FIRM]. Community Fonel Number 050181 fM7Fi3 i, bleb beano vn oT[acliva dole of Oci. 1$, 2001. %ad Ian& deter -lion Ss rrwda through graphic plotting only and no Miner responsibility Is heroin onsumed 1w accuracy of the base flood a4valion or food zone areas !1r I shown on the FIRM. f r 6: This survey does not provide any determination conearning wetlands, fault lines, toxic waste or any other environmental issues. Such -matters should be directed to an expert cantle tont. �- J 7: There may be vddlUonal buried or underground utilities in the area which the surveyor is unaware of and no liability for such is assumed humin. ARKANSAS ONE CALL SYSTEM (1-800-482-6543) 8: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. GRAPHIC SCALE ( IN FEET) - I Inch - 60 It. 911 ADDRESS: TO BE DETERMINED Bearings Based on A.S.P.C. Established by GPS on: 9/22/05 Datum: Horz: NAD83 Arkansas South Zone Vert: Geoid 96 NO. REVISION DATE BY DATE SURVEYED: 9�22/D5 DATE DRAFTED: 9�26/U5 4L �LN�_ (O/G Etc GAS UNE 1 UGHT POLE `O' UGHT POLE (0/H F1.FC) GAS METER POWER POLE - T - TELEPHONE UNE F- GUY UNE ID TELEPHONE RISER 0/H- U/G OVERHEAD ELECTRIC � SANITARY SEWER MANSCLE ELECTRIC -X-X_ FENCE UNE _U C— WATER -W-WATER UNE ® STORM SEWER MANHOLE ® WATER METER w —D— STORM SEWER LINE OQ WATER VALVE 0 1/2' IRON ROD SET @ IRON PIH FOuND 0 IRON ROD FOUND PREPARED BY: (� (�{ jlf07p❑�M�Mf� W. UUll1� JU tt]]LIJJIN}Yj )f �jlt},j ltJi HAS 9 .�7111"VQyIRg 813 Teeleoo DmuniOFttIt )3! COmplany ;� SERVING THE CENTRAL U.S. 201 N. BICKFORD, EL RENO, OK. 73036 pH: 405 262-0249 —FAX: 405 262-5107 } } HSSURVEY[NGIIBAOL.CON PREPARED FOR: nn � t% l:1 C�9LG�wireiess `Q ouavrll VX: 165766B/LITTLE ROCK RESERVOIR CANTRELL ROAD, LITTLE ROCK, ARKANSAS 72202 DRAWING NO. S-1 1. tJpdatt Cerlifmvte of Titlt /tD/D6 R.AJ FIELD WORK: C.Y. OFFICE WORK: R.A.J. PREPARED FOR: VERIZON _WIRELESS T� 500 WEST DOVE ROAD, SOUTHLAKE, TEXAS BY: J.M.L. BY: JOB NO.: 3010.0451 SCALE: 1° = 6U' SHEET 1 O 1 VERIZON WIRELESS TENNESSEE PARTNERSHIP ( HEREIN AFTER REFERRED TO AS 'LESSEE") SITE NAME: LITTLE ROCK RESERVOIR AR 6327 CANTRELL ROAD PULASKI COUNTY: LITTLE ROCK, AR 72227 T -CELL#: 165766B DRAWING INDEX 01 TITLE SHEET S1 SITE SURVEY 03 OVERALL SITE LAYOUT PLAN 04 SITE LAYOUT PLAN 05 TOWER ELEVATION & FENCE DETAILS 06 SITE LANDSCAPE PLAN APPLICANT ADDRESS VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 CONTACT: JIM VENDITTE PHONE: (501) 258-1379 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 TIM CALEfKA (210) 871-6314 JIM VENDITTE (IN MARKET) (501) 25&1379 IMPLEMENTATION MANAGER ANGELINA NETHERCOTT (210)871-6316 CONSTRUCTION MANAGER TRACY REEVES (682)831-3245 PFRAAITTII\Ir OUILLIMu rum I: CITY OF LITTLE ROCK MARK WHIT AKER OR REX LYONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK, AR 72202 (501)371-4839 SITE INFORMATION SYSTEM: LITTLE ROCK T -CELL#: 165766B PROPERTY OWNER CENTRAL ARKANSAS WATER AUTHORITY 221 EAST CAPITOL AVENUE LITTLE ROCK, AR 72202 PHONE: (501) 377-1220 CONTACT' THAD LUTHER 911 SITE ADDRESS 8327 CANTRELL ROAD LITTLE ROCK, AR 72227 POWER COMPANY: ENTERGY 900 S. LOUISIANA LITTLE ROCK, AR PHONE: (800) 368-3749 TELEPHONE COMPANY SOUTHWESTERN BELL #1SHACKLEFORD LITTLE ROCK, AR PHONE: (806) 321-7404 ENGINEER: CHRIS KEATHLEY PHONE: (501) 373-6594 POLICE DEPARTMENT PULASKI COUNTY SHERIFF DEPARTMENT PHONE: (501) 340-6600 FIRE DEPARTMENT LITTLE ROCK FIRE DEPARTMENT PHONE: (501) 371-4829 qklb IS PROJECT SITE Han"on 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 IA30 NORTH TO EXIT 9, CANTRELL ROAD. TURN LEFT (EAST) AND PROCEED 1.5 MILES PAST THE RESERVOIR ON THE RIGHT, TO RESERVOIR PARK ROAD, VERIZON'S LEASE AREA IS ON THE RIGHT, AT THE INTERSECTION OF RESERVOIR PARK ROAD AND CANTRELL ROAD. APPLICABLE BUILDING CODES AND STANDARDS CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE 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 (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICALAND 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 EXPOSURE") ANSI T1.311, FOR TELECOM - DC POWER 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. :..,) t. �-� l UER/ZONW/RELESS TENNESSEE PARTNERSH/P 500 WEST DOVE ROAD SOUTHLAKE,TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 0 1031211061 ISSUED FOR ZONING REV DATE DESCRIPTION PROF0F_P�L4h�AN G I N E ER 9 4RKANSAS k J REGISTERED \ti PROFESSIONAL ENG INEER ! �x3r i' [lAN0TVAUW6'§JNA_lUPlEl. SEAL) AE 7z -- - EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -AR 1657668 LITTLE ROCK BTA SITE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SHEETTRLE TITLE SHEET SHEET NUMBER LR '` J LrcinlYy Mop �I 7'42' MAGNEI+C DECLINATION Magnetic Orcarn,e'an Inlormak'on Pmwded Dr alk, a evhpxw Reda cooter Swale, C.Va,eda do 9/77,/05 Madel. IGRF2005 Q to [ecxsbv - tr7•,R 5.f Jr 2D -D0' 2 _ 1 d LESSEE'S LEASE SITE DETAIL SG1LE.' I"= 20' Lessee Lease Area 23,896.35 S4. FT. 0-55 ACRES -1 r��r•e ti� I1, /1, 7 176.aa' W Power Pale Fe Ped. —41 R Unless Noted, AI Data Is Expressed in NADB3 & Nk%033 LOCATION SCRIPTION LATITUDE "ONGITUDE ELEVATION NOTE IA data taken Cram TOWER NAD83/NAVDaS 34.46'37-066' 9722'07.820' 581.15' Lessee's lease site as TOWER NA)27 NGVD29 1 34'46'36.737" 92.22'07.267' 581-31' shown by ties on drowing- sa°a A1C rwr. small sr.. 7R f7nc +gull fi-dle 4r' ICI I 'nl Y nl I I 1 P,8 lwn S:N 'n I t ER. sol aw5ed.sr' . o 2 Power PW' I + ewiT1w I f 4 Central Arkansas Water BLOCK 10 •t I 1 JI HYLAND HOMES ADDITION o D current 1('2001051904 ]ro I$ I � yyII I$ r I r 1„eesea Lcesr Area 112 -Lit yr JI 23.896-35 SR. FT. Z-501. 15' t o.ss ACRFs f fZONING PROVIDED BY: City of Little Rock i ZONED: Residential 1 CONTACT: Dana Carney, Zoning & Subdivision Manager 723 West Markham St., Little Rock, At. 72201-1334 PHONE: 501 371-6817 SETBACKS: Front -120' Rear -120' Sides -120' Street -120' 1 I I II 1 RYAeed baa. Fnd. +m c . carr srrl Sec. SK r7N R+Sw 1 I GRAPHIC SCALE ( rN FEET ) E man - e0 IL nwri "L �r ria �7 Teles Pd. PP + • f {� e • \ �4p �YrCY Ped. . I w � .Paver Ped. 'I ll 'r + 1 ;'; ,l s 1 ] Q } f ' o 2 Power PW' I + ewiT1w I f 4 I BLOCK 10 •t I 1 JI HYLAND HOMES ADDITION 1 ]ro I$ � yyII I$ r f f SURVEY OF A LESSEE'S LEASE SITE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13W PULASKI COUNTY, ARKANSAS PROPERTY DESCRIPTION PER PREVIOUSLY RECORDED LEGAL PARENT TRACT DESCRIPTION SWlhweat ovarler of trio Southwoel Quorlor (SW SW) of Seal'on 26, Township 2 North. Range 13 Waal, except a Vast dsxnbed as lellawl begin at no Soulheosi coater of said 40 acre Loct and run (hence North .tong the East Nn o her" a distexe of 410 teal for o paint of bogr;t ng; man (Hance al right angles West 320 feet; Thence North parallel l0 the East line of acid Srac1 300 feel; thex0 al sight angaop Eaa1 320 feel le the East Ane of sold Irac4 thcnce South olong said East'tri" ZOO feat to the point of beginning; And the South Half of the Northwest Oaarter at the Southwest Quarter (S/2 NW SW) of Sactien 26, Township 2 North, Range 12 Wait. pain¢ those same Janda dascribad in that deed now of record in dead record book 245, at page 420 of the records of Pulaski County, Tract Seven (7) as shown on plot of 1925 of the Subdivision of Hund Homs} Addition to the City of Little Rock, ArAansos, except a one-half interest in any and all minerals of every kind and character. including ane -half of oil oil, gas and cosinghead gas as reserved in that deed of record in book 246, at page 421 of the records of Pulaski County, And Block Ten (10) of Hyland Hames Addition to the City of Little Rock, some being those lands described in that deed now of record in Deed Record Book 249, at page 104_ (PER RIDER ATTACHED): All of C.P. Newton School Addition to Hyland Homes Addition to Little Rock, except Block 2 thereof; and all that part of the East Half of the Southwest Quarter (E/2 9111/4) of Section 26, Township 2 North, Range 13 West which is not platted as C.P. Newton's School Addition to IrfAwd Homes Addition to Little Rock, the tract of land hereby conveyed containing 47 1/2 acres, more or less. (WARRANTY DEED RECORDED IN VOLUME 256, PAaeE 175, DEED RECORDS OF PULASKI'O]UIITY, ARKANSAS, AS SHOWN IN SPECIAL WARRANTY D® DOCUMENT NO. 2001051904 'EXHIBIT -A") AND That part of the SW SW of Section 26, Townshlp 2 North, Rouge 13 Went, Pular?i County, particularly described as follows: Begin at a point on the East Ina of the maid SW SW, which is 410 feat North of the SE corner thermal, run Ihenct West of right angles 320 feet; thence North parallel to the East lira of the said SW SW 300 Cost; thence East at right angles 320 feel; Shende South 300 feet to the point of beginning. (WARRANTY DEED RECORDED IN VOLUME 276, PAGE 48, DEED RECORDS OF PULASKI COUNTY, ARKANSAS, AS SHOWN IN SPECIAL WARRANTY DEED DOCUMENT NO. 2001051904 -EXHIBIT "A-) SURVEY OF A LESSEE'S LEASE STTE LYING IN A PORTION OF THE SW/4 OF SECTION 26, T2N, R13W PULASKI COUNTY, ARKANSAS LESSEE'S LEASE SITE DESCRIPUON A tract of land lying in and being a part of Block 10, Hyland Homes Addition, as filed in Book 2. Page 200, situated in the SW/4 of Section 26, Township 2 North, Range 13 Wesi as descriaad in Book 256, Page 176, Deed Records of Pulaski County, Arkansas and being more particularly daseribrd as folkwrs: Commencing at a Railroad Spike found for the Northwest Corner of said SW/i; Thence S 01434'26' W an the Mal lira of told SN/4 a distance of 452.69 feet to a point art said Wosl Rne; Thence S 88'25'34' E o dstaflee of 2013-88 feet to a 1/2' Iran rod sol for the Nar[hwast comer, sole Comer being thm Poral of Beginring; Thence S 5652'51' E o distance of 198.87 feet to a 1/2" iron rod sal for the Northeast corner, Thenca S 01.51443" W a dislonre of 88.95 fest to 0 1/2w iron rod set for the Southeast corner: Thence N BTU'17" W a citslonce of 170.00 feel to a 1/2" imn rod set for the Southwest carnal, Thence N 01'51'43" E a distance of 192.14 fell to the Point of Begi4ling. containing 23,896.35 square feet or 0.55 acres, more or less. LESSEE'S ACCESS NOTE: Lessee has common access to the proposed lease area via paved public roods, as the Lease area fronts on Hwy. 10/Cantrell Road. LESSEE'S UTILITY NOTE Lessee has common usage of the existing utilities on the subject property as shown hereon I, Jerry M. Lavender, a Registered Professional land Surveyor licensed under the laws of the State of Arkansas, hereby certify that this curve i was made on the round on Sept 19 2005 for Verizon Wireless and Wooden Fulton & Scarborough, P.C. ii h Y () h 9 p i. () correctly shows the subject property and the location of easements, ROW and set back lines thereon that are visible or reflected on Abstractors Certificate Number 8050952 with an effective dote of Jan. 23, 2006, (i6) reflects the conditions found at the Lime of survey, (iv) except as shown hereon, reflects no encroachments or overlapping of improvements, and (v) that this survey conforms With the current Minimum Standards of Arkansas State Board of Registration of Land Surveyors. g1SYE? sac ar , Cry M.'Lavender AR RPIS# 90 Date ,a a_ �s r�+aau y�e 04'41 Lrtt0 NOTES CONCERNING SURVEY: 1- This survey is based on "ABSTRACTOR'S CERTIFICATE PROVIDED BY: Stewart Title of Arkoma. Stewart File #8050952 CTOMA. 23. 2005 MOSusan Archer 2• Bearings shown hereon arc based on the Arkansas State Plane Coordinate System, Arkansas South Zone, NAD83 Datum. 3: The elevations shown hereon are based on the NAVDBB Datum 4: The lalIWae and longdado shown hereon are paced on lips NAD83 Datum and meet or exceed the minimum requirements Cara FCC/FAA 1A survey which is def d as plus of minus 15 lest hafixanlal and plus or minus 3 feet vertical. I S inforrnullon was eMobBshed cad determined by CPS on 9/22/05. 5: Ttm loom lila srwwn on this aurvay DOES NOT fn Within the 100 year Flood plain and it locoled within rho Raw Zone X ppeer She Fedvwt Emergency Ffanogemenl Agency (T=) as shown on the Rood Ineurence hate Map (FIRM). Community Panel !lumber 050185 0063 F, which boors on effective dale of Oet. 19, 2001. Flood Zone delarminollian a made through gmph:c plotting only and no other responsibility is herein assumed for accuracy of the base flood elevation or flood zone areas shown on the FIRM_ 6: This survey dons not provide any determination concamingg wetlands, fault lines, toxic waste or any other environmental issues. Such mollers should be directed to an expert curt! lfant. 7: There may be additional burled or undargmund utilities in the area which the surveyor is unaware of and no liability for such is assumed heicla. AWNANSA9 ONE CAU SYSTEM (1-800-482--6543) 6: THIS IS NOT A BOUNDARY SURVEY OF THE PARENT TRACT. 911 ADDRESS: TO BE DETERMINED Bearings Based on A.5.P.C. Established by GPS on: 9/22/05 Datum: Han: NAD83 Arkansas South Zone Vert: Geoid 96 N0. REVISION DATE BY DATE SURVEYED: DATE DRAFTED: LIGHT POE (u/c EE£ jG'-N - Gns LINE PREPARED BY: DRAWING N0. PREPARED FOR: SURVEY OF: 1. Update Cerlificote of Title 1/10/06 RA.J 8/22,05 9,26,05 `0 UGHTPOLE (O/Hfl-EC) QG GAS METER POWER POLE - T -TELEPHONE LINE HAS SURVEYING, INC. 165766B/LITTLE ROCK RESERVOIR FIELD OFFICE F GUY UNE D TELEPHONE RISER surveying and WORK: C.V. WORK: R.A.J. _0/H- OVERHEAD ELECTRIC SANITARY SEWER eLti✓II10L.E Telecommunication Company CANTRELL ROAD, LITTLE ROCK, ARKANSAS 72202 S-1 U/ELECTRIC CHK'D JOB -4Y— U11/AGER ER LINE -x-x- FENCE UNE SERVING THE CENTRAL U.S. PREPARED FOR: BY: J.M.L. NO.: 3010.0451 WATER METER ® STORM SEWER MANHOLE 201 N. BICKFORD, EL REND, OK. 73036 - D - STORM SEWER UNE Y& FQ inGJwirel mss VERIZON WIRELESS SCALE: 1" = 60' a IRON�PIN FOUND 0 I IRONR�ROFa� PH: (405) HSSURVEYINGIOAOLCOM 262-5107 500 WEST DOVE ROAD, SOUTHLAKE, TEXAS SHEET 1 OF 1 EXISTING F LINE (TYP) EXISTING 0/H J UTILITIES (TYP) NEW CHAIN LINK FENCE TO TIE INTO EXISTING CHAIN LINK FENCE EXISTING UTILITY -- `- POLE W/TRANSFORMER EXISTING TREE (TYIP) PROPOSED LESSEE -� 23,893.35 SQ. FT. LEASE AREA iv I SILT FENCE REQUIRED N DURING CONSTRUCTION SEE DETAIL SHEET 10A NEW CHAIN LINK FENCE TO MATCH EXISTING EXTEND LANDSCAPE FABRIC 3' BEYOND GRAVEL AND COVER WITH CEDAR MULCH NEW LESSEE 12'x26' SHELTER PROPOSED 6' WIDE LANDSCAPE BUFFER PROPOSED 120'-- MONOPOLE 20' -MONOPOLE LAT: 34' 46' 37.066" N LON: -97 22' 07.820" W ELEV: 581.15' AMSL PROPOSED --`- 50'x50' GRAVELED EQUIPMENT AREA INSTALL NEW GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND GRAVEL 1' OUTSIDE FENCE CONSISTING OF A 4" LAYER OF 1' AGGREGATE STONE ON TOP OF WEED BARRIER ON TOP OF A 6" LAYER OF LIMESTONE BASE COMPACTED TO 90% STD PROCTOR (SEE SPEC). NOTE: TREE REMOVAL SHALL BE KEPT TO A MINIMUM AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES ABSOLUTELY NECESSARY FOR THE INSTALLATION OF LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE. SEE SHEETS 05 & 19 00t)L'00000 FUTURE CO -LOCATE) LEASE AREA (TYP) PROPOSED 8' TALL— WOOD FENCE NEW CHAIN LINK FENCE TO MATCH EXISTING 170'-o" PROPOSED 12' WIDE GRAVEL ACCESS DRIVE. SEE DETAIL SHEET 10A NEW LESSEE METER ON NEW UTILITY H -FRAME NEW LESSEE 12'— WIDE GATE EXISTING CHAIN LINK FENCE (TYP) OVERALL SITE LAYOUT PLAN SCALE: 1" = 20'-0" a NOTE: CONTRACTOR SHALL COORDINATE WITH CENTRAL EST. MAGNETIC ARKANSAS WATER AUTHORITY FOR ANY REQUIRED NORTH TEMPORARY FENCING FOR SECURITY m W E S 0/0 EXISTING FENCE TO REMAIN EXISTING TELCO PEDESTAL (TYP) EXISTING UTILITY POLE (TYP) NEW CONCRETE TURNOUT PER REQUIREMENTS OF AUTHORITY HAVING JURISDICTION OVER RESERVOIR PARK ROAD THIS PLAN IS BASED ON A SURVEY BY H & S SURVEYING, INC. DATED 09/26/05, SIGNED & SEALED 03/10/06. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZONWIRELLc. S TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB lf! 'j j\1 t pp., ARKANSAS I rV *�r I REGISTERED PROFESSIONAL ENGINEER (NOT VAUO VfR+1WqpffMNlYr n 6 SEAL) 4ai- wa - _ . DyG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK RESERVOIR -AR 165766B LITTLE ROCK BTA sRE ADDRESS I COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37-066"N -92°22'07.820"W SHEET TRUE OVERALL SITE LAYOUT PLAN SHEET NUMBER 03 NEW CHAIN LINK FENCE TO MATCH EXISTING SILT FENCE _ REQUIRED DURING CONSTRUCTION. SEE DETAIL SHEET 10A NEW LESSEE 12'-1" X 4' CONCRETE STOOP (TYP) NEW LESSEE 12' X 26' - SHELTER. PROPOSED 8' TALL WOOD COMPOUND FENCE PROPOSED 6' WIDE LANDSCAPE BUFFER NEW LESSEE ICE BRIDGE PROPOSED 120' -- MONOPOLE `� LAT: 34' 46' 37.066" N LON: -92' 22' 07.820" W ELEV: 581.15' AMSL 50'-0" 1000000,00 1 II I I I --JL-U o f------i---� aD co o M FUTURE 1 CO -LOCATION ` 13'-10" I o I L_ -- N -I —J r - - - - - N + N I� I FUTURE II CO -LOCATION G I, NEW GRAVEL INSIDE FENCE J ' '`- f I L`— _-- AND TO EXTEND 1' BEYOND • • •--- �- -1� FENCE 0oo�� SITE LAYOUT PLAN SCALE: 3/16" = 1' INSTALL NEW GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND GRAVEL 1' OUTSIDE FENCE CONSISTING OF A 4" LAYER OF 1" AGGREGATE STONE ON TOP OF WEED BARRIER ON TOP OF A 6' LAYER OF LIMESTONE BASE COMPACTED TO 90% STD PROCTOR (SEE SPEC). I EXTEND LANDSCAPE FABRIC 3' BEYOND GRAVEL AND COVER WITH CEDAR MULCH PROPOSED 12' WIDE GRAVEL ACCESS DRIVE SEE DETAIL SHEET 10A TWO EXISTING TREES TO BE REMOVED EST. NOETIC 1.7't c m E S VER/ZONW/RELES, TENNESSEE PAR TNERSH/P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 0 03/21/06 ISSUED FOR ZONING REV DATE DESCRIPTION PR PF ? 114QNEER ER 40�Z if ��R K� A5 l A. REGISTERED PROFESS==.Oi�iAL ENGINEER .1 r P F {NOT VALID WFrMOLFT *NATURE & SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LITTLE ROCK -RESERVOIR -AR 165766B LITTLE ROCK BTA SITE ADDRESS /CDORDNATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.820"W SH=Trn-F SITE LAYOUT PLAN SHEET NUM5ER 04 NEW LESSEE ANTENNAS 0 117'-0" CENTERLINE NEW 120' unNnanl r TOWER ELEVATION DETAIL 7 NTs (TOWER) TYPICAL WOOD FENCING DETAIL 2 NTS — GATE OPENING = 12'-0" 0 I m DETAIL 3 NTS — INSIDE 8'-0" POST FACE TO FACE (MAX.) INSTALL 1 x 6 COMPOUND BOARDS BRACE TO THE 4 x 4 TREATED VERTICALLY, 2 x WOOD POST WITH 2-3" x 1/4" 6'S MAY SLOPE WASHERS (TYP.) 4 x 4 2 x 6 TREATED TREATED WOOD CROSS WOOD POST BRACE (TYP.) (TYP-) ATTACH EACH 1 x 6 WOOD PICKET TO THE 2 x 6 CROSS OR BE GALVANIZED NAILS (TYP.) 1 x 6 WOOD PICKET (TYP.) r4- (%2TYP) SLOPE —\ HORIZONTAL TO ACCOUNT FOR I, GRADE CHANGES. SPACE I III BOARDS EOUALLY % II (3/8" MAX.) THE TOP AND —" BOTTOM WOOD CROSS BRACES I II SHALL BE PLACED 6" FROM THE END OF THE WOOD PICKETS. THE GRADE MIDDLE BRACE SHALL BE CENTERED WITHIN THE CONCRETE FENCE. OR SAKRETE r 6" GRAVEL BASE TYPICAL WOOD FENCING DETAIL 2 NTS — GATE OPENING = 12'-0" 0 I m DETAIL 3 NTS — INSIDE OUTSIDE COMPOUND COMPOUND ATTACH EACH 2 x 6 CROSS BRACE TO THE 4 x 4 TREATED WOOD POST WITH 2-3" x 1/4" GALVANIZED LAG BOLTS WITH WASHERS (TYP.) 4 x 4 2 x 6 TREATED TREATED WOOD CROSS WOOD POST BRACE (TYP.) (TYP-) ATTACH EACH 1 x 6 WOOD PICKET TO THE 2 x 6 CROSS BRACE WITH 3 GALVANIZED NAILS (TYP.) 1 x 6 WOOD PICKET (TYP.) r4- (%2TYP) SLOPE —\ TYPICAL SECTION WOOD FENCE TYPICAL WOOD FENCING 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/B " THICK NO. 1 SPRUCE OR CCA PRESSURE TREATED PINE. CORNER AND GATE POSTS TO BE 6X6 NO.2 PINE CCA PRESSURE TREATED LUMBER. 3. LINE POSTS TO BE 4X4 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. TYPICAL WOOD FENCING NOTES DETAIL 4 ,\ NTS VER/ZONW/RELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MOB 0 03/21/06ISSUED PDR ZONING REV I DATE DESCRIPTION PROF; L'i61NEER a1 ` 91 5 A K�A�'SAS a4�lz,t BE BE PROFESSIONAL %b ENGINEER '4 �3s1z 1 No. 11926 �$f :a ;NO D E 8 SEAL) Qui. , EXCELL COMMUNICATION, INC. 5247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SITE ADDRESS / COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22.07.820"W SHEETTRLE TOWER ELEVATION & FENCE DETAILS SHEET NLMMER 05 EST. NOM GNNETIC c m W E S INSTALL 2" MIN.— LAYER CLEAN PINESTRAW MULCH (TYP) 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. INSTALL NEW RED MAPLE - TREES AT 27'-0" O.C., MIN. 2" CALIPER WHEN PLANTED. SEE PLANT LIST TABLE & TREE PLANTING DETAIL THIS SHEET W] 161 SILT FENCE --- REQUIRED -REQUIRED DURING CONSTRUCTION. SEE DETAIL SHEET 10A L+7 27'-0" O.C. 4'-0" O.C. 10 0 Q EXISTING TREE (TYP) - — INSTALL NEW 7 GAL. ELEAGNUS SHRUBS A O.C., MIN. 30" TALL 1 PLANTED. SEE PLANT TABLE & TREE PLANT DETAIL THIS SHEET / Q - L : 0 0 Q 0 0 3 EXISTING TREES TO BE REMOVED Es 0GO PROPOSED 12' WIDE JL GRAVEL ACCESS DRIVE. SEE DETAIL SHEET 10A EXTEND LANDSCAPE FABRIC 3' BEYOND GRAVEL AND COVER WITH CEDAR MULCH v THIS PLAN IS BASED ON A SURVEY BY H & S SITE LANDSCAPE PLAN SURVEYING, INC. DATED 09/26/05, SIGNED & SCALE: 3/16" = 1'-0" NOTE: TREE REMOVAL SHALL BE KEPT TO A MINIMUM SEALED 03/10/06. CONTRACTOR SHALL FIELD AND SHALL INCLUDE REMOVAL OF ONLY THOSE TREES VERIFY ALL EXISTING CONDITIONS PRIOR TO ABSOLUTELY NECESSARY FOR THE INSTALLATION OF COMMENCEMENT OF CONSTRUCTION. LESSEE'S EQUIPMENT AND THE PROPOSED MONOPOLE 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES en SCARIFY SIDES --/I RBALL I TOPSOIL MIXTURE TAMPED BEFORE PLANTING 5 TIMES (5Xi FIRM TO PREVENT SETTLEMENT TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 7 "ACER RUBRUM" RED MAPLE 20 FT x 20 FT 55 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 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. S. 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 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/ZONW/RELESS TENNESSEE P.4R TNERSH/P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB W!� ISSUED FOR ZONING DE5GRIPTION PRoF s =ER r --z 4 AR��A SAS 6 R �r IEGIS'€'Eft ED PROFESSIONAL N ENCINEER (NOT VALID WRMOLIT SF43NATURE & SEAL) Exx EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 LITTLE ROCK RESERVOIR AR 165766B LITTLE ROCK BTA SFfE ADDRESS i COORDINATES 8327 CANTRELL RD LITTLE ROCK, AR 72227 34°46'37.066"N -92°22'07.620"W SHEET TRLE SITE LANDSCAPE PLAN SHEET NUMBER R •