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HomeMy WebLinkAboutZ-7959 Map4• 4 TLWFORARy DENCEIR4M CONCRETE MTArIrN 11L "K' IN CDNCF Ce 5.06' WEST 105.06' KAVANAUGH BOULEVARD TATE OF ARMSAS NO. 1425 r r� . SIG ATUUa ~ r ti �ffr.lD�A�.�A�,.�`tti 1IIIl1AJ lB POWER BOX a = 5/B' CAPPED R04R SEr 80.l' ILS 1425) 70.6' 317' WEST 70401 VEST 100.00• ® TEPIME OMIDE OF ®= CAS METER POB = POP? OF BEOYNNMC VENT BRICK WALL POC = POINF OF COMMENCEMENT 0 = LIGW POLE O iS, - POWER POLE A = CALCULATED POINT LEASE AREA at) = RECORDED INFOAMITON --�lp�------- 317.4 SO. FT t = SET84CK 'A ____, __--w----w Y---------- - WOMM JWER - S4MrARY SEWER N TEASE AREA = STORM SEWER - OVERHEAD POWER 182.4 S0. FT.t 3a7 .. SKYLIGHTS r>6.3' v METAL PLATFORM WITH A/C 0 rn v ACCESS HATCH x 'v _ � mF METAL PLATFORM WITH M r P r zz 22.4' P23' 18,3' L'EfP7ER OF' STEEPLE LAT: 94'45'24.980' NORTH LON. SE'18'04,979' f1= TOP ELEVATION: 578.9' EAST 70.66' EAST 100.00' 'X" IN CONCRETE 5.06' WEST 105.06' KAVANAUGH BOULEVARD TATE OF ARMSAS NO. 1425 r r� . SIG ATUUa ~ r ti �ffr.lD�A�.�A�,.�`tti 1IIIl1AJ lB POWER BOX a = 5/B' CAPPED R04R SEr ® NATER MEMR ILS 1425) m = 7EIEPHON£ PEDESTAL • - AXMDPROPERr1' "40MM © = CTL VALVE D = SEr PK MNL ® TEPIME - TEMPO&W BfwVr 0444r ®= CAS METER POB = POP? OF BEOYNNMC t r = FAQ HYDI/ANT POC = POINF OF COMMENCEMENT 0 = LIGW POLE POE = POINr OF GOING iS, - POWER POLE A = CALCULATED POINT �. - GUY ANCHOR at) = RECORDED INFOAMITON --�lp�------- po F - RKYIr-OF-WAY = SET84CK 'A ____, __--w----w Y---------- - WOMM JWER - S4MrARY SEWER --- = STORM SEWER - OVERHEAD POWER SCHEDULE "B" TITLE EXCEPTION NOTES This survey is based on a title report prepared by Stewart Title of Arkansas dated June 15, 2005. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. No survey matters exist. SURVEYOR'S NOTES 1. Rooftop Survey, made on the ground under the supervision of an Arkansas Registered Land Surveyor. Dole of field survey it February 16, 2005. 2. Bearings are based on Arkansas South State Plane Coordinates HAD 83, 3- No underground utilities, underground encroachments or building Foundations were measured or located as o port of this survey', unless otherwise shown. Trees and shrubs not located, unless otherwise shown. 4. Benchmark used is a concrete monument and brass disc. NAVD BB Dahlin with an established elevation of 359.0 feet, (112.5 meters), PID AE3002. Onsfte benchmark is as shown hereon. Elevations shown are in feet and rarer to NAVD 08. 5. This survey wan conducted for os the purpose of o Boundary k Topographic Survey only, and is not 'intended to dalinnate the regulatory jurisdlction of any federal, state, regional or local agency, board, commission or other similar entity. 5. Attention le directed to the fact that this survey may have been reduced or enlarged in alze due to repfoduction. This should be taken into consHeration when obtaining scaled dots. 7. This Survey was conducted with reference to a Title Report prepared by Stewart Title of Arkansas doted June 15, 2005 8. Surveyor hereby stales the Geodetic Coordlnatns and the elevation shown for the praposed centerOne of the tower ore accurate to wlth n +/- 15 feet hartronlolly and to within +/- 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shown heman conforms to She Minimum Requirements as set forth by the State 9vard for a Class A' Survey. 10. Field data upon which this map or pial is based has a closure precision of not lass than ont-feat in 15.006 feet (1':15,006') and on angular error that does not eircead 10 seconds times the square root or the number of angles turned. Field traverse was not adjusted. PARENT TRACT (DEED BOOK 548, PAGE 503, DEED BOOK 548, PAGE 504 AND DEED BOOK 358, PAGE 95) An undivided 1/14 interest in and to a part of the SE 1/4 SW 1/4 Sec. 32, Twp. 2 North. Rag. 12 West, In the City of Little Rock, Pulaski County, Arkwlrso% more particularly described as follows, toy-wii; Beginning of o point 105.06 teet West of the intoreection of the North line of Kavanaugh Boulevard and the West One of Cedar Street in Pulosd Heights; thence North 140 feet; thin West 70 Poet; thence South 139.2 feet to the North One of Kavanaugh Boulevard; thence Eosterty along the North line of Kavanaugh Boulevard 7G.66 feet to the point of beginning. (DEED BOOK 358, PAGE 95) That part of thin SE 1/4 of the SW 1/4 of Section 32, Township 2 North. Range 12 West, described as beginning at a point where North side of Prospect Avenue meeb West line of Cedar Street, formerly Oak Street, in Pulaski Heights, thence North 140 feat: thence West 100 feet; thence South 140 feet to North line of Prospect Avenue; thence East 100 feet to Point of Beginning. All in Pulaski Heights Addition to the City of Little Rock, Arkansas. FLOOD NOTE The subject Property appears to lie in Ione "7G' of the Flood Insuronco Rate Map Community Panel No. 6501810064', which bears 011 effective date of October 19, 2601 and IS NOT in a special flood hazard area. No field measurements were used in this determination and on elevation certificate may be needed for verification. SURVEYOR'S CERTIFICATION To Capco Partnership: This in to certify that this mop or plot and the survey an which It is based were made in necardanc• with 'Minimum Standard Detail Requunrmenb for ALWACSM Land 71tie Surveys; jointly established and adopted by ALTA. AGSM and NSPS in 1999, end includes Items 1-6, 1D-12 of Table A thereof. Purwont to the Accuracy Standards as adopted by ALTA. HSPS, and ACSM and in effect on the dole of this eertificalion, undersigned further cerlifies that; • the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Closure Raquirememts for Survey Measurements Which Control Land Boundaries for ALWACSM Land Title Surveys." William L Ho tl Arkansas R ztered No. 1425 HILLCRESTAR #165778_ SEC. 21, T -4-S, R -12-W PULASKI COUNTY, ARKANSAS t\ O rniM.1114L2 wm CHURCH ROOT EXISTING ROO ACCESS HATCI EXISTING 4'-E BRICK WALL NEW LESSEE SQ. FT.t LEA' AREA NEW LESSEE EQUIPMENT 01 LESSEE ELEVA STEEL PLATFO SITE LAYOUT PLAN SCAM: 1/16- = 1'-0' EST. MAGNETIC NORTH 1.72' C W E S EXISTING ASPHALT DRIVE r EXISTING UTILITY POLE (TYP) NEW LESSEE 182.4 SO. FT.f COAX LEASE AREA EXISTING PROPERTY LINE TOTAL LEASE AREA = 499.8 SO. FT.t THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 07/28/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NERIZONWIRRESS TENNESSEE OARTNERSH/P 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING — CONSTRUCTION PROJECT NO: DRAWN BY: JOW CHECKED BY: JOH APPROVED BY: MDB it RKANSAS REGISTERED PROFESSIONAL ENGINEER it** No. 11926 g & SEAL) MW EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 HILLCREST AR 165778 LITTLE ROCK BRE ADDRESS I COORDINATES 2200 KAVANUGH BLVD. LITTLE ROCK, AR 72205 34°45'25.000"N -92°54'25.000"W SHEET ME SITE LAYOUT PLAN EXISTING LOWER CHURCH ROOF NEW LESSEE 317.4 SO. FT.± LEASE AREA NEW LESSEE EQUIPMENT ON NEW LESSEE ELEVATED STEEL PLATFORM EXISTING HVAC - EQUIPMENT EXISTING ROOF SKYLIGHT (TYP) NEW LESSEE COAX ROUTED THROUGH SANCTUARY ATTIC EXISTING SANCTUARY ROOF EXISTING STEEPLE EXISTING INTERIOR -- STEEPLE STRUCTURAL BRACING NEW LESSEE ANTENNA MOUNTED INSIDE OF EXISTING STEEPLE (TYP OF 3) DETAILED SITE LAYOUT PLAN SCALE: 3/16" = 1'-0" NEW LESSEE 182.4 SO. FT.* COAX LEASE AREA TOTAL LEASE AREA = 499.8 SQ. FT.± THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 07/28/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. EST. NORTHEnc 1.72'± m c m \ W E S EXISTING PROPERTY LINE VER/ZONWIRE ESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECTNO: DRAWN BY: JOW CHECKED BY: JOH APPROVED BY: MDB ARK �ANSAS REGISTERED PROFESSIONAL ENGINEER ri,- N.. IT 926,3P.00 EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 HILLCREST AR 165778 LITTLE ROCK SITE AOOAESS l COOFsINATES 2200 KAVANLIGH BLVD. LITTLE ROCK, AR 72205 34°45'25.000"N -92°54'25.000"W SHEE -M. DETAILED SITE LAYOUT PLAN SNEETNUMBER 05 VERIZON WIRELESS NOT TO SCALE TENNESSEEPARTNERSH/P VERIZONWIRELESS 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 X APPROVALS IST CARRIER .TENNESSEE ROSE LANDLORD SITE H1C[ RD. LEASING �� AA%4tJGFi CONSTRUCTION ( HEREINAFTER REFERRED TO AS "LESSEE") _ o a PROJECT NO: uj LEE o " m Z Z DRAWN BY: JOH LEE SITE NAME: H I LLCREST AR CHECKED BY: JOH APPROVED BY: MOB 2200 KAVANAU G H E LVD F I 1 10112/05 ISSUED FOR CONST. 0 09/20/051 ISSUED FOR REVIEW REV DATE DESCRIPTION FIR GINEER a�lZrEGITiFERED AHSAS PROFESS?C)NAL ENGINEER .c9* d11fTVALISOa T2URE 8 SEAL) 07 ANTENNA MOUNTING DETAILS rn .—to.q..,-lata TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS 07A ICE BRIDGE &CABLE TRAY DETAILS ST. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH DAVID MASON RESISTIVITY, GROUND IMPEDANCE, AND EARTH.SURFACE POTENTIALS OF A GROUND SYSTEM Ev VOIDS f,S PER9T 08 ELECTRICAL NOTES AND DETAILS BLV (682) 831-3234 2270E KAVROCANAUGH IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT PLATFORM ELEVATIONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK POLICE DEPARTMENT SHEET 09 ELECTRICAL PLAN B ST. IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS "C3- 'HIGH LITTLE ROCK, AR 77202 (501)371-4839 PHONE: (501)371-4s33 FIRE DEPARTMENT JIM VENDITTE (FOR LOCATION CATEGORY AND SYSTEM EXPOSURE") 9A DETAILED ELECTRICAL PLAN (501)258-1379 POWER COMPANY: P U LAS K I C 0 U N TY : LITTLE ROCK AR 72205 FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, 11 GROUNDING PLAN 900 S. LOUISIANA SCOTT CATES LITTLE ROCK AR DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 1.635 EAST TO 1-30. TAKE 1-30 EAST TO LITTLE ROCK AR. 01 (682) 831-3220 PHONE: (800) 368.3749 S5 HANDRAIL AND STEP DETAILS FROM 1-30 IN LITTLE ROCK TAKE 1430 TO 1-630. GO EAST ON 1-630 TO EXIT 3B. GO NORTH ON SOUTH PINE REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 12 GROUNDING SINGLE LINE DIAGRAM T _ CELL# : 165778 STREET FOR 0.72 MILE TO LEE AVE. TURN LEFT AND THEN RIGHT ONTO CEDAR. CONTINUE ONE BLOCK ON CEDAR TO KAVANAUGH BLVD. THE CHURCH IS LOCATED ON THE NORTHWEST CORNER OF THIS CONSTRUCTION MANAGER TELEPHONE COMPANY ACP P0VED A-'DMIP+N(wTR 13 GROUNDING DETAILS TRACY REEVES SOUTHWESTERN BELL #1SHARD ; s 1VCLy QY Planning L3eva;fO�me�i Staff INTERSECTION. 13A GROUNDING NOTES AND DETAILS DRAWING INDEX Su�;e-tto O ��`{c^� NOt on VdCP gg PERMITTING PHONE: (806) 321-7404 01 TITLE SHEET APPLICANT ADDRESS SITE INFORMATION APPLICABLE BUILDING CODES AND STANDARDS 1 OF 1 SITE SURVEY VERIZON WIRELESS TENNESSEE PARTNERSHIP SYSTEM: LITTLE ROCK CONTRACTOR'S WORK SHALL COMPLY WI H ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS 500 WEST DOVE ROAD T CELL# 165778 SOTX 76092 03 CONSTRUCTION NOTES CONNTTAACT:CT: J IM VENDITTE ADORTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE PHONE: (501) 258-1379 AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE 04 SITE LAYOUT PLAN DESIGN. 05 DETAILED SITE LAYOUT PLAN PROJECT MANAGER CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. EXCELL COMMUNICATIONS, INC. PROPERTY OWNER AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 06 BUILDING ELEVATION 6247 AMBER HILLS ROAD PULASKI HEIGHTS BAPTIST CHURCH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH 06A STEEPLE DETAILS BIRMINGHAM, AL 35173 CONTACT: BRIAN SANDERS- 2200 KAVANAUGH BLVD. LITTLE ROCK AR 72205 EDITION TELECOMMUNICATIONSINDUSTRYASSOCIATION(rIA)222-F, STRUCTURAL STANDARDS FOR STEEL F I 1 10112/05 ISSUED FOR CONST. 0 09/20/051 ISSUED FOR REVIEW REV DATE DESCRIPTION FIR GINEER a�lZrEGITiFERED AHSAS PROFESS?C)NAL ENGINEER .c9* d11fTVALISOa T2URE 8 SEAL) MW 1�tS. EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 HILLCREST AR 165778 LITTLE ROCK SITE ADDRESS! COORDINATES 2200 KAVANAUGH BLVD. LITTLE ROCK, AR 72205 34°45'24.380"N -92'1 9'04.979"W 07 ANTENNA MOUNTING DETAILS rn .—to.q..,-lata TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS 07A ICE BRIDGE &CABLE TRAY DETAILS RADIO ENGINEER 911 SITE ADDRESS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH DAVID MASON RESISTIVITY, GROUND IMPEDANCE, AND EARTH.SURFACE POTENTIALS OF A GROUND SYSTEM Ev VOIDS f,S PER9T 08 ELECTRICAL NOTES AND DETAILS BLV (682) 831-3234 2270E KAVROCANAUGH IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT PLATFORM ELEVATIONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK POLICE DEPARTMENT SHEET 09 ELECTRICAL PLAN CONSTRUCTION ENGINEER IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS "C3- 'HIGH LITTLE ROCK, AR 77202 (501)371-4839 PHONE: (501)371-4s33 FIRE DEPARTMENT JIM VENDITTE (FOR LOCATION CATEGORY AND SYSTEM EXPOSURE") 9A DETAILED ELECTRICAL PLAN (501)258-1379 POWER COMPANY: ANSI T1.311, FOR TELECOM -DCPOWERSYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION 10 SINGLE LINE DIAGRAM &DETAILS IMPLEMENTATION MANAGER ENTERGY FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, 11 GROUNDING PLAN 900 S. LOUISIANA SCOTT CATES LITTLE ROCK AR METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC 01 (682) 831-3220 PHONE: (800) 368.3749 S5 HANDRAIL AND STEP DETAILS PHONE: (501) 371-4829 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 12 GROUNDING SINGLE LINE DIAGRAM CONSTRUCTION MANAGER TELEPHONE COMPANY ACP P0VED A-'DMIP+N(wTR 13 GROUNDING DETAILS TRACY REEVES SOUTHWESTERN BELL #1SHARD ; s 1VCLy QY Planning L3eva;fO�me�i Staff 13A GROUNDING NOTES AND DETAILS (682)831-3245 ROCK, AR LITTLE ROCK R Su�;e-tto O ��`{c^� NOt on VdCP gg PERMITTING PHONE: (806) 321-7404 14 RF DATA SHEETENGINEER:ALISONN. BUILDING PERMIT: PHONE (501) 3731168 MW 1�tS. EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 HILLCREST AR 165778 LITTLE ROCK SITE ADDRESS! COORDINATES 2200 KAVANAUGH BLVD. LITTLE ROCK, AR 72205 34°45'24.380"N -92'1 9'04.979"W S1 PLATFORM PLAN CITY 1,�%Zvi: i; �' ��n OI ° �.�:1„ APPROVED SHEET TRLE MARKWHITAKEROR RIX LYONS POLICE DEPARTMENT) Ev VOIDS f,S PER9T TITLE S2 PLATFORM ELEVATIONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK POLICE DEPARTMENT SHEET S3 CONNECTION DETAILS LITTLE ROCK, AR 77202 (501)371-4839 PHONE: (501)371-4s33 FIRE DEPARTMENT Z SHEETNUMSER S4 MOUNTING DETAILS LITTLE ROCK FIRE DEPARTMENT 01 S5 HANDRAIL AND STEP DETAILS PHONE: (501) 371-4829