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Home My WebLink AboutZ-7253-C MapVERIZON WIRELESS TENNESSEE PARTNERSHIP ( HERE/N AFTER REFERRED TO AS "LESSEE") SITE NAME: CENTRAL HIGH SCHOOL -AR 2416 WEST 16TH ST. PULASKI COUNTY: LITTLE ROCK, AR 72202 T -CELL#: 165750 DRAWING INDEX 01 TITLE SHEET 1 OF 1 SITE SURVEY 03 OVERALL SITE LAYOUT PLAN 04 SITE LAYOUT PLAN 05 TOWER ELEVATION & FENCE DETAILS Z - la S3. c 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 JIM VENDITTE (501)258-1379 IMPLEMENTATION MANAGER SCO17 CATES (682)8313220 CONSTRUCTION MANAGER TRACY REEVES (682) 8313245 DGRIIAITTIMr WILUm� rtKMi 1; CITY OF LITTLE ROCK MARK WHITAKER OR REX LYONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK, AR 72202 (501) 3714839 SITE INFORMATION SYSTEM: LITTLE ROCK BTA T -CELL#: 165750 PROPERTY OWNER LITTLE ROCK SCHOOL DISTRICT 810 WEST MARKHAM STREET LITTLE ROCK, AR 72201 PHONE: (501)447-5281 911 SITE ADDRESS 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 POWER COMPANY: ENTERGY 900S i 00S. LOUISIANA LITTLE ROCK, AR PHONE: (800) 368-3749 TELEPHONE COMPANY SOUTHWESTERN BELL #1 SHACKLEFORD LITTLE ROCK, AR PHONE: (806) 321-7404 ENGINEER: PAUL BARNES OFFICE: (501) 373-3303 CELL (501) 405-1810 POLICE DEPARTMENT LITTLE ROCK POLICE DEPARTMENT (501) 3714633 FIRE DEPARTMENT LITTLE ROCK FIRE DEPARTMENT PHONE: (501) 3714829 W 12TH ST, N W. 11TH ST. x oz W. 14TH ST. *SITE oz 1 BTH ST. O. 3 n Q: a �_ n W 70 z 2M ST. % O DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 1-035 EAST TO 130. TAKE 130 EAST TO LITTLE ROCK, ARKANSAS. FROM 1-30 IN LITTLE ROCK TAKE 1430 NORTH TO 440. FROM INTERSTATE 40, TAKE 130 SOUTH TO EXIT 1330 WEST. PROCEED 2.3 MILES TO EXIT 3A. TURN LEFT (SOUTH) ON S. WOODROW STREET. PROCEED SOUTH 0.4 MILES TO WEST 1201 STREET. TURN LEFT (EAST) AND CROSS THE RAILROAD TRACKS AND TURN RIGHT ON JONES STREET. 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 (ITA) 222f, 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 RESISTNITY, 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'CY AND 'HIGH SYSTEM EXPOSURE) ANSI 711.311, 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 THEREIS CONFLICT BETWEEN A GENERAL REQUIREMENTAND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. VER/ZON WIRELESS TENNESSEE PARTNERSH/P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JOH CHECKED BY: JOH APPROVED BY: MDB ARKANSAS eA s— � REGISTERED PROFESSIOi�:AL ENGINE--.:-. T4 :c as SL) M� EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 CENTRAL HIGH SCHOOL AR 165750 LITTLE ROCK BTA SrrEADMESS/coaarr lW 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 34°44'10.924"N -92°18'03.805"W SKEET TIRE TITLE SHEET SHEET NUMBER 01 W. 11TH ST. W. 14TH ST. *SITE 1 BTH ST. Y Q: a WRIGHT AVE. NOT TO SCALE DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 1-035 EAST TO 130. TAKE 130 EAST TO LITTLE ROCK, ARKANSAS. FROM 1-30 IN LITTLE ROCK TAKE 1430 NORTH TO 440. FROM INTERSTATE 40, TAKE 130 SOUTH TO EXIT 1330 WEST. PROCEED 2.3 MILES TO EXIT 3A. TURN LEFT (SOUTH) ON S. WOODROW STREET. PROCEED SOUTH 0.4 MILES TO WEST 1201 STREET. TURN LEFT (EAST) AND CROSS THE RAILROAD TRACKS AND TURN RIGHT ON JONES STREET. 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 (ITA) 222f, 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 RESISTNITY, 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'CY AND 'HIGH SYSTEM EXPOSURE) ANSI 711.311, 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 THEREIS CONFLICT BETWEEN A GENERAL REQUIREMENTAND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. VER/ZON WIRELESS TENNESSEE PARTNERSH/P 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JOH CHECKED BY: JOH APPROVED BY: MDB ARKANSAS eA s— � REGISTERED PROFESSIOi�:AL ENGINE--.:-. T4 :c as SL) M� EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 CENTRAL HIGH SCHOOL AR 165750 LITTLE ROCK BTA SrrEADMESS/coaarr lW 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 34°44'10.924"N -92°18'03.805"W SKEET TIRE TITLE SHEET SHEET NUMBER 01 PARENT TRACT No Deed Reference. QUIGLEY CENTRAL FIELD HIGH SCHOOL SITE TOP LIGHT POLE HEIGHT - 105.3' AGL CENTER BOTTOM LXX ROW - 9315' AOL TOP ;LOW LICHT HEIGHT - 5014' Art. . AAn1F rarrlU iF L 6XWr1U LLLVAkk[ - TYPICAL SELF SUPPORT TOWER ELEVATION NOT TO SCALE POC 18.58'X 15.99' LEASE AREA AND 20'INGRE99/EGRESS & UTI= EASEMENT N2065448.595 E1221403.253 E SIO L-RALH POE 20' R4GRESSITGREss & U77rlTY EASEMENT SCHEDULE "B" TITLE EXCEPTION NOTES This survey is based on o lilac report prepared by Stewart Title of Arkansas, Commitment No. 305379, dated March 18, 2005. Items not listed below are standard title exceptions and/or are not matters or Issues that pertain to this survey. No exeptions exist on title. POB 20' INGRMIEGRESS & UU7zrff EASEMENT 0.16 ACRES1 LINE 1 BEARING D1STMCE 1'42' H 03'0537' E 1856' L8 I S 86'54'43' E 01- 13S V) OfO 1858' 1 z Jr v 15.33' Za I N 03'05'17• M z� Lr M OfQ aC1 - RErt]9DED aarogwroN - Iecrfr-0F-aHY 0 20' 40' 60' 101111111115�- SCALE: 1' - 20' � TOP LIGHT POLE HEIGHT - 105.3' AGL CENTER BOTTOM LXX ROW - 9315' AOL TOP ;LOW LICHT HEIGHT - 5014' Art. . AAn1F rarrlU iF L 6XWr1U LLLVAkk[ - TYPICAL SELF SUPPORT TOWER ELEVATION NOT TO SCALE POC 18.58'X 15.99' LEASE AREA AND 20'INGRE99/EGRESS & UTI= EASEMENT N2065448.595 E1221403.253 E SIO L-RALH POE 20' R4GRESSITGREss & U77rlTY EASEMENT SCHEDULE "B" TITLE EXCEPTION NOTES This survey is based on o lilac report prepared by Stewart Title of Arkansas, Commitment No. 305379, dated March 18, 2005. Items not listed below are standard title exceptions and/or are not matters or Issues that pertain to this survey. No exeptions exist on title. POB 20' INGRMIEGRESS & UU7zrff EASEMENT 0.16 ACRES1 LINE 1 BEARING D1STMCE LI H 03'0537' E 1856' L8 I S 86'54'43' E 1533' 13S V 1858' L4 N 86'54'43' Y 15.33' LS I N 03'05'17• M L6 I N 86'54'43' V 1040' PAREM TRACT I NO DEED REFERENCE TEMPORARY BENCHMARK 'X' IN CONCRETE -ELEVATION - 931.71' EXISTING CENTER OF TOTTER BUILDING ur 94.44'11.527' NOR771 ` LON. 92'18'03.600, HEST r GROUND ELEVATION: 935.6' R L2 lJErAL L6 LIGHT POLE ON CONCRETE l7 - FOE J47DIWr BASE w !I M L4 m� c+��•P49�8�tr8 �X 15.99' in III I I 284.8 SC- FT.f f'a'll 4, N l e - FWAR) PRaFTM 1E4RA27f p - ass w4Lw D - SET PW sM. tel t Y p0a - Awa Or -Acaw wia' l7 - FOE J47DIWr PDC - Paw aF COWrOKELVlf . M - POWER POL£ m� - cur AAYJlOR aC1 - RErt]9DED aarogwroN - Iecrfr-0F-aHY -----•-•-•-•---•--- - SE754dr - uR0FRa90(AV NATER -----•�--,-._ - SIMTARY SEnFR - SIDRII SEWflt - OVERHEAD POWIN � I a W I I I i I o ez _ , f'a'll 4, N I - TV.D*LUE PEDMAL e - FWAR) PRaFTM 1E4RA27f p - ass w4Lw D - SET PW sM. ryl� t '� p0a - Awa Or -Acaw wia' l7 - FOE J47DIWr PDC - Paw aF COWrOKELVlf O - LGNr POLE RU - PVWr OF LTCI W I12' WALL w/T.3' S0. COLUMNS (8' NIGH) W. 16TH STREET BOLT N:2065466.357 E:1221886.407 PMOVITY d14P t _ rz *SITE - ¢ tri OT TO sru[ LF'GE.A0 0 - POWER BOX a - 5/8' CAPPm RE81R SET 11 - WATER &0ER I - TV.D*LUE PEDMAL e - FWAR) PRaFTM 1E4RA27f p - ass w4Lw D - SET PW sM. 8 _ WA7ER ALIS - rE1s"wr' 8� Mawr ® - Cls MUD? p0a - Awa Or -Acaw wia' l7 - FOE J47DIWr PDC - Paw aF COWrOKELVlf O - LGNr POLE RU - PVWr OF LTCI W - POWER POL£ A - GLLQAATED PONE - cur AAYJlOR aC1 - RErt]9DED aarogwroN - Iecrfr-0F-aHY -----•-•-•-•---•--- - SE754dr - uR0FRa90(AV NATER -----•�--,-._ - SIMTARY SEnFR - SIDRII SEWflt - OVERHEAD POWIN - SURVEYOR'S NOTES 1. Topographic do Lease Parcel Survey, made on the ground under the supervision of an Arkansas Registered Land Surveyor. Data of favid survey is March 24, 2005, 2. Bearings are based an Arkansas South State Pions Coordinates NFD 83, 3. No underground utilities, undergraund encroachments or builoing foundations were measured or located as o port of this survey, unless otherwise Shown- Trees and shrubs not located, unless otherwise shown. 4. Renchmork used is a concrete monument and bress dice. NAME 88 Datum with on established elevation of 303 feet, (02A meters), PID AE3moc Onstit benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 88. 5. This survey waa conducted for the purpose of a Topographic & Lease Pamol Sunray only, and is not intended to delineate the regulatory jurisdiction of any federol, state, reglanal of local agency, board, eammiasbn or other similar entity. 6. Attention is directed to the fact that this surrey may have been reduced or enlorged in size due to reproduction. This Should be taken into ronsidarolion when abloining scaled dota- l. This Survey was conducted with reference to a title commitment prepared by Stewart Title of Aransas, commitment #305379, dated March 18, 2005. B. Surveyor hereby states the Geodetic Cooedlnates and the elevation shown for the proposed cenlerine of the lower are scarrote to within +/- 15 feet horizontally and to within +/- 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shown hereon conforms to the Min'unum Requirements as set forth by the State Board for a Clan 71' Survey. 10, Field data upon which this map or plot is based has a closure precision of not less than ane --foot In 15,000 feet (1':15,000') and an angular error that does not exceed 10 seconds times the square rapt of the number of angles turned. Feld traverse was net adjusted. 18.58' X 15.33' LEASE AREA A parcel of land being a portion of that a tract of land located in Pulaski County Arkansas lying in Section 9, Township 1 North, Range 12 West and being mom particularly ddamibed as follows: Commence at the emleril a intersection of Jones Street and West 16th Street having Arkansas South State Plane Coordinates 141:2065448.589, E:1221403.253; thence run S 88'2007' E along the centcrOne: of West 16th Street for a distonee of 718.10 feet; thence N 01'3475.'3'E a dkstnnee of 31.79 feet to a bolt found in Placa having Arkansas South State Plane Coordinolds N:2065466.357, E:1221886.407; thence N ONOV41' W a distance of 205.88 feet to a 5/0' mbar set (SMW) and the Paint or Beginning. thence N 03'05'17' E a distance at 18.58 feet to a 5/8' mbar set (SMW); thence S 8854'43' E a distance of 15.33 feel to 0 5/8' rehor set (SMW); thence S 03'05'17' W a datonee of 18.58 feet to a 5/8' mbar se! (SMR); thence N 8554'43' W a distance of 15.33 feat to the Point of Beginning. Said above described parcel contains 284.6 equDre feet more er lass. 20' INGRESS/EGRESS & UTILITY EASEIIIIENT An easement being a portion of that a tract of land located In Pulaski County, Arkansas lying in Section 9, Township 1 North, Range 12 West and being more particularly described as follows: Commence at the Centerline [ntemeciron of Jones Street and apt 16th Street having Arkoasas South State Piano Coordinates N:2065445.589, E:1221403.253; thence run S 68'2007' E alory the center lino of West 16th Street for a distance of 7t8.10 feet to a polnt; thence N O7.39S3'E a distance of 3L79 feet to o bolt found in Atom having Arkarrias South State (lone Coordnotes N:2055466,W, E.,12218818.407; thence N DS02'41' W a dialince of 205.88 feet to a 5/8' rebor set (SWW); thence N 03'05'17' E a dielahee of 9.29 feet; to the POW of Beginning co on Ingress/Egreas and Utility Easement being 30 feat in width and lying 15 feet on each aide of the following described canterGne; !hence N 8854'43' W a distonce of 10 -DO feet to a Point; theme 5 D3'05'17' W a distonce of 189.05 feet to s polnt; ihtnae N 8703'21' W a dalance of 91.99 feet to a point; thence S 0756'39' W a dlatance of 59.59 feet, more or less, to the centerline of West 16th Street and the Point of Ereng. Said obova dracribed easement contains 0.16 acres, more or less. FLOOD NOTE The subject property appears to fie in Tone it of the Flood Insurance Rote Mop community Panel No. 050181 0106 F, which bears on affective date of October 19, 2001 and IS NOT in o special flacd hound area. No freid maomrements were used in this determination and an etevatian certificate may be needed for verification. SURVEYOR'S CERTIFICATION To Verixon W-�retesa: This is to certify that tela rrop or plot and the survey an which It is based were made in accordance with Vnimum Standard Detail Requlraments for ALTA/ACSM Land Title Surveys,' jointly established and adopted by ALTA, AGSM and WSPS In 1999, and includes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA. NSM and ACSM and in effect on the dein of this certificctkm. undersigned furlher certifies that; • the survey measurements were made in accordance with the 'knimum Angle, Distance, and Closure Requirements for Survey Measurements Whish Control Land Boundaries for ALTA/ACSM Land Title Surveys.' Wiliam L Howell Arkansas Registered No. 1425 CENTRAL HIGH SCHOOL SEC. 9, T -1-N, R -12-W PULASKI COUNTY, ARKANSAS Ot1 N rl ypmoo0 0 Cd th2�,4D M w �o Cd t No t C U1 WvW 0 _o EXISTING ASPHALT DRIVE Pow lop, / EXISTING GATE EXISTING CONCRETE / SIDEWALK EXISTING BULDING EXISTING STADIUM SEATING I — — — _� 16TH STREET ___ROW— - --ROW— ---ROW— -- —ROW ---ROW OVERalL SITE LAYOUT PLAN SCALE: 1/32" = 1' PROPOSED 18'-7'x15'-4" COMPOUND WITH 8' HIGH BRICK FENCE TO MATCH EXISTING BUILDING Exi nNG 105' LIGHT TOWER LAT: 34 44' 11.527' N LON: —92' 18' 03.690" W ELEV: 335.8' AMSL NEW 18'-7"x15'-4" LEASE AREA EXISTING BUILDING DOOR TO BE RELOCATED EXISTING BUILDING NEW LOCATION OF EXISTING BUILDING DOOR EXISTING ASPHALT PARKING EXISTING CONCRETE DRIVE CENTERLINE OF NEW 20' WIDE ACCESS/UTILITY EASEMENT EXISTING 8' HIGH CONCRETE WALL EXISTING 0/H UTILITY LINE(S) EXISTING UTILITY POLE (1YP) -)Row — — EST. MAGNETIC NORTH 1.70't c W E 5 ROW - - — THIS PLAN IS BASED ON A SURVEY BY SMW —ROW ENGINEERING GROUP, INC. DATED 04/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VER/ZONWIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE. TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JOH CHECKED BY: JOH APPROVED BY- MDB p '11130/05 ISSUED FOR ZONING REV DATE DESCRIPTION PROF INEER iS.AHSAS REGISTERED PROFESSIONAL ENGINEER .11926 y0 NQT VAilf7 Bxwwi1lRE aSEA>-1 EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM. HAM. ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 CENTRAL HIGH SCHOOL AR 165750 LITTLE ROCK BTA SMADDRMICDOFU /RES 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 34°44'10.924"N -92°18'03.805"W SHMTIRE OVERALL SITE LAYOUT PLAN SHEETNIIMSER 03 U C D. z v LL ccI C C � � a TOWER TOWER ELEVATION DETAIL i NTS _ NTENNAS TERUNE INER 3EE 18'-7'x15'-11" D WITH 8' HIGH NCE TO MATCH BUILDING BRICK BASE ELEVATION 335.8' AMSL HILTI HIT HY20 HR -1 INSERT 1/2'x3-3/16" WITH HIT -S-22 SCREEN TUBE 6" MIN EMBEDMENT (TYP.) 12x12x1/4 PLATE--\ (TYP•) NEW BRICK TO MATCH EXISTING BRICK ON ADJACENT BUILDING 12' HEAVY DUTY T -HINGE (TYP.) GATE OPENING = 4'-0' OUTSIDE VIEW HEAVY DUTY DOOR SECURITY SURFACE BOLT CONCRETE ARCHITECTURAL WALL CAP 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE OR CCA PRESSURE TREATED PINE. CORNER AND GATE POSTS TO BE 6X6 NO.2 PINE n CCA PRESSURE TREATED LUMBER. I 3. UNE POSTS TO BE 4X4 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. mmm DETAIL �. 3 ... PICKET (TYP.) BRICK FENCE/W001) GATE DETAIL DETAIL 2 NTS UUNCKtlt AKI:FIIIt WALL CAP NEW BRICK TO MAI EXISTING BRICK ON ADJACENT BUILDINC REPLACE ASPHALT REQUIRED AFTER E EXISTING ASPHALT COMPACTED UNDISTURBI CONCRETE OUTSIDEINSIDE COMPOUCOMPOUND TYPICAL 8RICK WAL SECTION AIL 4 NTS - VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY:JOH CHECKED BY: JOH APPROVED BY: MDB 0 1)XV05 JSSUEDFORZONING REV DATE DESCRIPTION PROFE1�rL�f'INEER 1►g;TE p� ARKANSAS REGISTERED 1 PROFESSIONAL �\ ENGINEER 7't st 7'Q �I Na. 119 t VAL TLRE 6SEN I SHEET TITLE SITE ELEVATION & FENCE DETAILS SHEET NUMSEA 05 VERIZON WIRELESS TENNESSEE PARTNERSHIP ( HERE/N AFTER REFERRED TO AS "LESSEE") SITE NAME: CENTRAL HIGH SCHOOL -AR 2416 WEST 16TH ST. PULASKI COUNTY: LITTLE ROCK, AR 72202 T -CELL#: 165750 DRAWING INDEX 01 TITLE SHEET 1 OF 1 SITE SURVEY 03 OVERALL SITE LAYOUT PLAN 04 SITE LAYOUT PLAN 05 TOWER ELEVATION & FENCE DETAILS t.ii,.._ t.. , iy'J V E i U 4- 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 JIM VENORTE (501) 258-1379 IMPLEMENTATION MANAGER SCOTT CATES (682) 831-3220 CONSTRUCTION MANAGER TRACY REEVES (682) 831.3245 PERMITTING BUILDING PERMIT: CITY OF LITTLE ROCK MARK WHITAKER OR RIX LYONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK, AR 72202 (501) 371-0839 SITE INFORMATION SYSTEM: LITTLE ROCK BTA T -CELL#: 165750 PROPERTY OWNER LITTLE ROCK SCHOOL DISTRICT 810 WEST MARKHAM STREET LITTLE ROCK, AR 72201 PHONE: (501)447-5281 911 SITE ADDRESS 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 POWER COMPANY: ENTERGY 900 S. LOUISIANA LITTLE ROCK, AR PHONE: (800) 368-3749 TELEPHONE COMPANY SOUTHWESTERN SELL #1 SHACKLEFORD LITTLE ROCK, AR PHONE: (806) 321-7404 ENGINEER: PAUL BARNES OFFICE: (501) 373-3303 CELL. (501) 405-1810 POLICE DEPARTMENT LITTLE ROCK POLICE DEPARTMENT (501) 3714633 FIRE DEPARTMENT LITTLE ROCK FIRE DEPARTMENT PHONE (501) 3714829 W. 12TH ST. W. 11TH ST. W. 14TH ST. r N *SITE N 0 z 3 n rn Q n w O 20TH ST. � WRIGHT AVE. 011 - NOT TO SCALE DIRECT IONS: FROM VERIZON SOUTHLAKE, TAKE 1-035 EAST TO WO. TAKE I-00 EAST TO LITTLE ROCK, ARKANSAS. FROM 1-30 IN LITTLE ROCK TAKE 1430 NORTH TO "0. FROM INTERSTATE 40, TAKE 1-30 SOUTH TO EXIT 1-030 WEST. PROCEED 2.3 MILES TO EXIT 3A TURN LEFT (SOUTH) ON S. WOODROW STREET. PROCEED SOUTH 0.4 MILES TO WEST 12th STREET. TURN LEFT (EAST) AND CROSS THE RAILROAD TRACKS AND TURN RIGHT ON JONES STREET. 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 INSTIT LTE (ACI) 316, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASO, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (nA) 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 6D7, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE I IDD (I W9) RECOMMENDED PRACTICE FOR POWER NG AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62AI, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY -C3" AND "HIGH SYSTEM EXPOSURE") ANSI T11.311. FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR O'T'HER REQUIREMENTS, THE MOST RESTRICT NE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JOH CHECKED BY: JOH APPROVED BY: MDB 0 '11/30/05 ISSUED FOR ZONING REV DATE DESCRIPTION PROFE (JaGINEER # I;r Q ARKANSAS r 7 REGISTERED PROFESSIOim.AL A ENGINE" ytk* h+�l { RE a SIAL) .nor- EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 CENTRAL HIGH SCHOOL AR 165750 LITTLE ROCK BTA SME ADDRESS/CDOfOWATES 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 34944'10.924"N -92°18'03.805W SNEEF ME TITLE SHEET 51EE T LLQ F.R 01 I TOWER It TOWER ELEVATION DETAIL T NT$ ,NTENNAS RERUNE WER iEE 18'-7"x15'-11"' D WITH 8' HIGH NCE TO MATCH BUILDING BRICK BASE ELEVATION 335.8' AMSL HILT] HIT HY20 HR -1 INSERT 1/2"x3-3/16" WITH HR -S-22 SCREEN TUBE 6' MIN EMBEDMENT (TYP.) 12x12x1/4 PLATE (TYP-) NEW BRICK TO MATCH EXISTING BRICK ON ADJACENT BUILDING 12' HEAVY DUTY T -HINGE (TYP.) GATE OPENING = 4'-0' OUTSIDE VIEW HEAVY DUTY DOOR SECURITY SURFACE BOLT CONCRETE ARCHITECTURAL WALL CAP 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/8 - THICK NO. 1 SPRUCE OR CCA PRESSURE TREATED PINE. CORNER AND GATE POSTS TO BE 6X6 NO.2 PINE CCA PRESSURE TREATED LUMBER. OD 3. UNE POSTS TO BE 4X4 N0. 2 PINE CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. TYPICAL WOOD FENCING 10TES D IL TREATED 0 WOOD PICKET (TYP.) BRICK FENCE/WOOD GATE DETAIL DETAIL 2 NTS UUNGKtI C AKG1111 [ WALL CAP NEW BRICK TO MA' EXISTING BRICK O� ADJACENT BUILDIN( REPLACE ASPHALT REQUIRED AFTER E EXISTING ASPHALT COMPACTED UNDISTURBI CONCRETE OUTSIDEINSIDE COMPOUND COMPOUND TYPICAL BRICK WALL SECTION DETAIL NTS - VERIZON WIRELESS TENNESSEE PRRTNERSNIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JOH CHECKED BY: JOH APPROVED BY: MOB 0 '1113N05 ISSUED FOR ZONING REV DATE DESCRIPTION PRO ��lAMlNEE_R ,� 5%XaF ARKANSAS14 � REGISTERF,D PROFESSIONAL ENGINEER t F ;NO YA TllfiE 6 SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 CENTRAL HIGH SCHOOL AR 165750 LITTLE ROCK BTA SUE ADDRESS 100DADWATES 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 34°44'10.924"N -92'1 8'03.805'W 6HEETTTRE SITE ELEVATION & FENCE DETAILS 05 PARENT TRACT No Deed Reference. OUIGLEY CENTRAL FIELD HIGH SCHOOL erre OiyNERSFO'P SfAP 1'42' TOP UG4T POLE McGKi - 105.3' ACL MW 1101' v L04T ROM - 98-5 Alit. TOp PLnm t1GNf NEIGW . S&4' ACL TYPICAL F SUPPORT TOWER ELEVATION NOT TO SCALLS POC 18.50'X 18.33' IJSASS ARSE AND 20' INGP,.FSS/fiGRE55 & f rHM RASEM NT N:2065448.598 E:1221403.253 5 SCALE. 1- - 20' SCHEME -B- 'TITLE EXCEPTION NOTES This survey is based on a UUC reporl prepared by Stewart Title of Arkansas, Commitment No. 305379, dated March 18, 2005. items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. No exeptions exist on title. POB 20' 1NGR&SS/EGRFSS BAS60W 0.16 ACRE83 LINE WEARING DISTANCE L1 N D3.05'17• E 16.58' O r S 86`54'43' E 15.93' t.3 N 0 16.56' L4 N 66.54'43' V 1 zU LS N 03.05'17 E L Lt. N 66.57'49• V 10.00' W - RECORDED #&WWWN V)O - AgT-W rwr .................. PARENT TRACE - • SVErARY SEVER - - - - - STORar SEWER - OVERNEAO POWER NO DEED REFERENCE , Akonsce. commitment /305379, doted [torch 18. 21105. B. Surveyor hereby stales the Geodetic Coordinates and the: elevation shown for the proposed L� centerline of the tower ort acourote to within 4/- 15 feet horfxontaly and to within +/- 3 feet i vertically (PAA Accuracy Code 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board 0 for a Class A" Survey. 10. Field data upon which the map or plot is based hos a closure precision of not Is" than one -feat In 15,000 feet (1':15,0007 and on anguior error that does not exceed 10 seconds times 0 20' the squom root of the number of angles turned. Field trararse was not adjusted. 40 60' TOP UG4T POLE McGKi - 105.3' ACL MW 1101' v L04T ROM - 98-5 Alit. TOp PLnm t1GNf NEIGW . S&4' ACL TYPICAL F SUPPORT TOWER ELEVATION NOT TO SCALLS POC 18.50'X 18.33' IJSASS ARSE AND 20' INGP,.FSS/fiGRE55 & f rHM RASEM NT N:2065448.598 E:1221403.253 5 SCALE. 1- - 20' SCHEME -B- 'TITLE EXCEPTION NOTES This survey is based on a UUC reporl prepared by Stewart Title of Arkansas, Commitment No. 305379, dated March 18, 2005. items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. No exeptions exist on title. POB 20' 1NGR&SS/EGRFSS BAS60W 0.16 ACRE83 LINE WEARING DISTANCE L1 N D3.05'17• E 16.58' 12 S 86`54'43' E 15.93' t.3 S 113'05'17' V 16.56' L4 N 66.54'43' V 15.93' LS N 03.05'17 E 9.29' Lt. N 66.57'49• V 10.00' W - RECORDED #&WWWN ON CONCRETE - AgT-W rwr .................. PARENT TRACE - • SVErARY SEVER - - - - - STORar SEWER - OVERNEAO POWER NO DEED REFERENCE , +N 67.03'21• V i ;J w w w n �w ala 1 i + GATE' K' .I 12- WALL w/1,3' so, SlD:tWA.LJ< POS 20' INCRESS%ErGRESS & vrunY EkSEMENT Rr. 167H STREET EXISTING BUILDING FICBRTY MAP o - 5/e' CAPPED REBV ser ®- w4W? &VM fSVIVJ rs *SITE • - POLPW PROPS Y MARIOR p - GIs VALVE O - SET Pic N4k 8 - WA1ER VALVE - 7E11PORW BENCH M42Y NOT Ta WALE ® - POMER BLix o - 5/e' CAPPED REBV ser ®- w4W? &VM fSVIVJ iD TEIEPH PEDESTAL • - POLPW PROPS Y MARIOR p - GIs VALVE O - SET Pic N4k 8 - WA1ER VALVE - 7E11PORW BENCH M42Y ® - G's METER PCW - Fawn CF BEWWA G FW NYORAVr POC - POrivr Of cauufhV;EV r Q - LGNr PDLE PO; - POWr OF 04DWG - POWER POLE A - CVLLtATED POM + - GUY AAVKW W - RECORDED #&WWWN ON CONCRETE - AgT-W rwr .................. - SE784CK 1A60?OP1XNa WLR - • SVErARY SEVER - - - - - STORar SEWER - OVERNEAO POWER B 18.58' X 15.33' 0 SURVEYOR'S NOTES TEUPORARY DENOUGI,TK 7r JN CONCRhTS -LZ.5yA7lON =991 17' 1, Topographic & Lease Parcel Survey, mods an the Qrvund under She supervision a3' on Arkansas � Reglstered Land Surveyor. Data of field survey is March 24. 2005, W 2. Scorings ore based on Arkansas South State Plane Coordinates NAA 83. tip u 3. Na underground utilities, underground encroachments or building foundations ware memured or CENTER OF TOMER located as a part of this survey. unless otherwise shown. Trees and shrubs not located, unless LA11 34.44'11.527" NORTH LON. 92'IB'03.890- HEST oth[rwTse shown. 4. Benchmork used is a concrete monument and brass dile. NAVO 66 Oatum with on established GROUND =A77RN: 335.8' elevation of 303 Teel. (g2.4 moters), plo AE3004. Onsite benchmark is as shown hereon. Elsvollans OR • METAL LIGHT POLE shown are in feet and refer to NAND 88. 5. This survey was conducted for the purpose of a Topographic & Lease Parcel Surrey only, and is ON CONCRETE not intended to dakneuto the regulatory jurlselction of any federal, stale, reglonal or local agency, ra BASE '1 board, Carrrmiaaton or other similar entity, 6. Attention is d'rrectod to the fact that this survry may have been reduced or enlarged in she ' due to reproduction. ThIs should be token in tpnsiderolion when obtaining aceted data. 7. Then Survey was conducted with reference to a tilt commitment prepared by Stewart Title of B 18.58' X 15.33' Akonsce. commitment /305379, doted [torch 18. 21105. B. Surveyor hereby stales the Geodetic Coordinates and the: elevation shown for the proposed . EASE AREA 284.8 SQ FT.* centerline of the tower ort acourote to within 4/- 15 feet horfxontaly and to within +/- 3 feet i vertically (PAA Accuracy Code 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board 0 for a Class A" Survey. 10. Field data upon which the map or plot is based hos a closure precision of not Is" than one -feat In 15,000 feet (1':15,0007 and on anguior error that does not exceed 10 seconds times • the squom root of the number of angles turned. Field trararse was not adjusted. q 18.58' X 15.33' LEASE AREA A pared of land being a portion of that a tract of land beat" in Pulaski County. Arkansas vng in Sectlon 9, Township 1 North, Range 12 West and being more partlicularfy described os foliose: ' Commerce of the cenlertlne lntOmmileh of Janes Sheat and West 16th Street having Arkansas South State plane Coordinates N:2065448.S89. E[1221403.2M: thence ran S 88"2607' E along the rA centcrOn, of West 16th Street far a distance of 718.10 feet;'hence N 0Y3553"E a distance of 31,79 feet to o bob found in place having Arkansas South State Plone Coordinates N:2055466.357, 171221886,407; thence H 0302'41" W a distance of 205.88 feet to a 5/6- rebor set (SLI*) and the Point of Beginning: thane N 005'17- E a distance of 1856 Teel to o S/8- caber sdl (S1Wl); thence S 86'54'43' E a distance of 15.33 feet to a 5/8" rebde set (SLEW): thence S 0505'17• W ' o distance at 18.58 feel to a 5/0' rabor set (SMW); thence N BGS4'43' W a distance or 15.33 feet to the Point of Beginning- Said aborti described parcel contcdra. 284.8 square feet. more or less. 0 20' INGRESS/EGRESS & UMJTY EASEIiENT • 151 M easement being a portion of that a tract of land located In Puloski County. Arkansas lying in ' �• Section 9, Township 1 North, Range 12 West and being mars parikulorty &scribed as follows: :z • U • Commence of the cenierlIne Intorsect;on of Janes Street and West 16th Street having Arkansas South State Plane CoomInatee N:2065448.589, E:1221403.253: thence run S 88'2607" E along the • center line of West 16th Street for d distance of 710.IO feet to a point; thence N G1.35'53E a distance of 31.79 feet to a bolt found in piece having Arkanaza South State Plane Coord;neles • N`2055466.357, X1'721685-407; thence N 03702'41" W a distonce of 205.86 Teel to o 5/0' rebor set (SUW)J thence N 03'05"17' E a distance of 929 feet; to the Part of Beginning of an ingross/Egress and Mild • Easement being 30 feet In width end lying 15 feet on each side of the following described centerlIns: thence N 8175443" W a dilfamc of 10.00 feat to a point; thence S 03'35'17' W o distance of 189.05 feet to a poinl; thence N 87'03'21' W a dntome of 61.99 fact to o paint.• thence S 0758'39' W a distance, of 5959 feet, mare or less, to the centerline of West 16th Street and the Point of Ending. Sold abort dperihad easement contctas 0,16 acres - mom or less. FLOOD NOTE The subject property appears to Tis ;n Ione" of the Road Insuranco Rate Nap Community Panel No. 0513181 0106 F, lahich bears on effective date of Odaktr 19. 2001 and 5 NOT In a special Goad hozord area. No field measurements were used in (his determination and on elevation • certificate may be needed for verification. SURVEYOR'S CERTII''iCATION 13DLT N:2065466.357 177221886.407 To Verixon fYrelaw.. This b to aerUfy that this rap of plot and the survey on which R is based were mode in accordance with Vialmum Standard detail Requirements for ALTA/ACSu Land Tru- Sunmya: jointly estoblmhed and adopted by ALTA. ACSM and NSPS In 1999, and includes items 1-6. 10--12 of = e'. Tobla A thereof. Pursuant to the Accuracy Standards as adapted by ALTA. NSPS, and AGSM end in r' i effect on the data of this certification. undmm;gnad further certifies that; • the survey neaouremenls were made in ottordance with the 'lAninium Angle. D'etonee, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys.' William L Howell Arkansas Registered No. 1425 CENTRAL HIGH SCHOOL_A SEC. 9, T -1-N, R-1 2-W PULASKI COUNTY, ARKANSAS 0 � 4 W I� tip u 1J o A �3 I�O^ r,3 Llk H O ]�N� h 0 'rte\DI I=''�:O q W O rA 0 POSED 18-1 x15'-4" POUND WITH 8' HIGH ,K FENCE TO MATCH TING BUILDING ---ROW -- ROW ---ROW -- ROW -- - OVERALL SITE LAYSIT PLAN SCALE: 1/32' - 1' TING 105' LIGHT TOWER 34 44' 11.527" N -97 18' 03.690" W /: 335.8' AMSL 18'-7"x15'-4' SE AREA TING BUILDING R TO BE RELOCATED TING BUILDING LOCATION OF TING BUILDING IR STING ASPHALT ;KING STING CONCRETE VE RERUNE OF NEW WIDE ACCESS/UTILITY EME-NT STING 8' HIGH CONCRETE 1 STING 0/H _ITY LINE(S) STING UTILITY -E (NP) EST NORTH MAGNETIC 1.70'4 G m W E S 7W -- ROW --- ROW - - THIS PLAN IS BASED ON A SURVEY BY SMW ROS/ ENGINEERING GROUP. INC. DATED 04/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCf_MENT OF CONSTRUCTION. VER/ZONWIRELESS TENNESSEEPARTNERSHIP SOO WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY:JOH CHECKED BY: JOH APPROVED BY: MDB D j-jv3o/(),5j ISSUED FOR ZONING R'EV DATE I DESCRIPTION PROFr$ INEER p'�j F NSAS ( it.GISTERECI PROFESSIONAL ENGINEER N . 11926 5i1 PbOT VALID r SIC'.NAYLAE E SEkL) HIM aF EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956,0198 FAX: 205.956.2632 CENTRAL HIGH SCHOOL AR 165750 LITTLE ROCK BTA SRF ADDRESS I DODRDINATES 2416 WEST 16TH ST. LITTLE ROCK, AR 72202 34°44'10.924"N -92°18'03.805"W SHEET TIRE OVERALL SITE LAYOUT PLAN SHEEP NUMBER 03