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HomeMy WebLinkAboutZ-6275-F Map-1'46' x Ll S 02.16149' W N L2 N 86.54'03' W 0 L3 N 02'16'49' E 1 Z L4 v I 11 5 N 02'16'49' E Q O = GROUNDING ROD �Iru N Z & = CALCULATED POINT Q Er LDEr ---Raw- = RIGHT -C ­WAY - til N = UNDERGROUND WATER S SAWTARY SEWER 0 10' 20' 30' SCALE: 1" = 10' TOP ANTENNA HEIGHT = 150.1' AOL BOTTOM ANTENNA HEIGHT - 146.1' AGL TOP ANTENNA HEIGHT = 141.8' AGL BOTTOM ANTENNA HEIGHT = 135.8' AGL TOP ANTENNA HEIGHT - 134.3' AGL BOTTOM ANTENNA HETGHT = 128.3' AGL TOP ANTENNA. HEIGHT - 122.2' AGL BOTTOM ANTENNA HETGHT - 118.2' AGL TOP ANTENNA HEIGHT - 103.1' AGL BOTTOM ANTENNA HEIGHT = 99-1' AGL S B D r��s� NOTE: AGL - ABOVE GROUND LEVE SURVEYOR'S NOTES 1. Boundary & Topographic Survey, made on the ground under the supervision of an Arkansas Registered Land Surveyor. Date of field survey is August 10, 2004. 1/2" REBAR 2. Bearings are based on Arkansas South State Plane Coordinates W83. 3. No underground utilities, underground encraechments or building foundations were measured or located m 0 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 88 Datum with an established elevation of 269.70 feet, (62.205 meters), PID EJ0016. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 88. 5- This survey was conducted for the purpose of a Boundary & Topographic Survey arty, and Is not Intended to delineate the regulatory jurisdiction of any Federal, slate, regional or local agency, board, cornmFssion or other similar entity. 6. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be token into consideration when obtaining scaled data. 7. This Survey was conducted in reference to a Certificate of Title Examination letter by Robert L Brown, dated July 13, 2004, B. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed cenledlrie of the tower aro accurate to witltlfl +/- 20 feet horizontally and to within +/- 5 fact vertically (FAA Accuracy Code 1A). 9. Survey shown hereon conforms t0 the Minimum Requirements as set forth by the State Board for a Class "A" Survey. 10. Feld data upon which this map or plat is based has a closure precision of not less than one -foot in 15,000 feet (1'05,00D') and an angular error that does not exceed 10 seconds times the square root of the number of angles turned. Feld traverse was not adjusted. r _ ��� ••' STATE OF • �� AR((.M�Srq�AGS � • SIGH T`[3R,1; v • •�',� ��NAL Lhvl' � 111111Et1�1 WEST 27TH STREET LINE I BEARING DISTANCE Ll S 02.16149' W 16,04' L2 N 86.54'03' W 9.50' L3 N 02'16'49' E 8.24' L4 N 87"43'13' W 30.50' 11 5 N 02'16'49' E 7117' POB EXISTING 20' ACCESS EASEMENT 5' CHAIN LINK FENCE WITH 3 STRANDS BARB WIRE � TYPICAL MONOPOLE TOWER ELEVATION NOT TO SCALE W I m POC EXISTING LQ= PARCEL I EXISTING 20' 1 A=SS EAS�NF POC LEM AREA NE CORNER, LOT 12, BLOCK 10, C.E. ER'S ADDITION I 1" CRIMP PIPE 1j NEIN I o� 33 I N P o UI I N N I I � 1 I J � I NIOB"' LEASE PEXIST]ING II f 0.05 ACRES±(R) POB LRASE AREA I 0.01 ACRS± RACK ----40.00' 0 = POWER BOX o = 5/8" GAPPED REBAR SET ® = WATER NEPER (SCK) M = TELEPHONE PEDESrA1 e - FOUND PROPERTY MARKER © - GAS ✓AL o:l 3 GATE 1$1, ra,rV Waf SgAe f MARK TOP TOWER HEIGHT = 145.5' AOL .mlo POC = POINT OF COMMENCE)IIET4 O = GROUNDING ROD �Iru N e POWER POLE & = CALCULATED POINT = GUY ANCHOR 07) = RECORDED INFORMARON ---Raw- = RIGHT -C ­WAY - til S 87.43'11' E = UNDERGROUND WATER S SAWTARY SEWER S 86.43.45' EGR) STORM SEWER ---.- p- - -op- - OVERHEAD POWER EQUIPMENT ON ® L4 CONCRETE PAD �. METER RACK BurLDING al 0, ) • • - TEbfP9RARY 8ENC13AfAFtf . • - . 7r IN CONCRM L2 - ELEVATION = 380.68' CONCRETE PAD(TYP) w ® c • CENTER OF MUSTING TOIFER 0 - ' LAT: 34'43'33.136" NORTH 0 u LON: 92.18'27.656" WEST - GROUND ELEVATION: 360.0' -'- ' ICE BRIDGE ,• BUILDING EQUIPMENT ON CONCRETE PAD . .. - 40,00') .. N 86'43'45•1 W(R) GROUND ELEVATION = 360,0 7 TYPICAL MONOPOLE TOWER ELEVATION NOT TO SCALE W I m POC EXISTING LQ= PARCEL I EXISTING 20' 1 A=SS EAS�NF POC LEM AREA NE CORNER, LOT 12, BLOCK 10, C.E. ER'S ADDITION I 1" CRIMP PIPE 1j NEIN I o� 33 I N P o UI I N N I I � 1 I J � I NIOB"' LEASE PEXIST]ING II f 0.05 ACRES±(R) POB LRASE AREA I 0.01 ACRS± RACK EXISTING LEASE PARCEL DESCRIPTION (SUPPLIED BY CLIENT) A port of Lots a and 9. Block 10 of C.E. Gallagher s Addition to the City of Little Rock, Pulaski County, Arkansos, per plat recorded Tn Book 77, Pages 428 & 429 of the Pulaski County Circuit Clerk's Records. Commencing at o Sound 5/8" Tabor at the Northeast Comer of Lot 12, Block 10 Of said C.E. Gallagher s Addition: THENCE South 03 degrees 16 minutes 15 seconds West for a distance of 151.00 feet to a set 1/2" rebar & cap for the Point of Beginning; THENCE South 03 degrees 16 minutes 15 seconds West For a distance of 55.00 feet to a set 1/2" rebar & cap;ZE;NICE North 56 degrees 43 minutes 45 seconds West for a distance of 40.00 feet to a set 1/2" rebar & cap; THENCE North 03 degrees 16 minutes 15 seconds East for a distance of 55.00 feet to a set 1/2" rebar & cop; THENCE South 136 degrees 43 minutes 45 seconds East for a distance of 40.00 feet to the Point of Beginning. Together with and subject to covenants, casements and restrictions of record. Sold pfoperty contains 0.05 acres more or less. EXISTING 20' ACCESS EASEMENT (SUPPLIED BY CLIENT) A part or Lots 8 end 9, Block 10 of C.E. Gollagher's AddD3on to the City of Lime Rock, Pulaski Caunty, Arkanzas, per plat recorded in Book 77, Pages 428 & 429 of the Pulaski County Circult Clerk's Rocords. Commencing at a found 5/8- rebor at the Northeast Comer of Lot 12, Black 10 of said C.E. WIcigher s Addition: THENCE South 03 degrees 16 minutes 15 seconds West for a distance of 131.00 feet to a set 1/2" rebar & cap for the Point of Beginning; THENCE North 86 degrees 43 minutes 45 seconds West for a distance of 40.00 feet to a set 5/8" rebar & cap; THENCE South 03 degrees 16 minutes 15 seconds West for a distance of 20.00 Feet to a set 1/2" rebar & cop; THENCE South 66 degrees 43 minutes 45 seconds East for a distance of 40.00 feet to a set 1/2" rebar & cop; THENCE North 03 degroeo 16 minutes 15 seconds East for a distance of 20.00 feet to the Point of Beginning. Together with and subject to covenants, ■asaments and restrictions of record. Said property contains 0.02 aces more at less. LEASE AREA A parcel of land being port of Lots 8 and 9. Stock 10 of C.E. Gallagher's Addition to the City of Little Rock, Pulaski County, Arkansas, per plat recorded in Book 77, Pages 428 & 429 of the Pulaski County Circuit Clerk's Records and being more parlicutorly described as follows: Commencing at o 1' crimp pipe found at the interstaon of the South right-of-wey lint of West 27th Street and the West right -of -.ray line of Booker Street; thence run S 02"111'44- W along said West fight -of -way line for o distance of 151.DO feet to a 5/8" capped rebar set (SCI) all the Northeast corner of an existing loose parcel on shown an o survey prepared by Crosland Land Surveying data January 4. 1997; said capped rebar sal being the Paint of Beginning; thence continue 5 02'16'49• W along said West right-ot-way fine and East Ane of said fame porcel for a djstonce of 16.04 feet to a 5/8" capped rebar set (SGI); thence N 66'54'D3" w leaving sold West right-nl-ray line and said East line for o dstance of 8.50 feet to a 5/8" capped Taber net (901); thence N 02'16'49' E for o dirstonce of B.24 feet to a 5/8" capped rcbor set (SCI]; thence N 8T43'11' W for o dlstance of 30.50 foot to a 5/8" capped Tabor set (SCI) an the West line of above sold lease parcel; thence N 02'16'4S" E aktng said West lino for a distance of 7.67 foot to a 5/8" capped rebar set (SGI) at the Northwest comsr of Acid isase pereet; thence S 87'43'11- E for a distance of 40.0D Fast to the Point of Beginning, Said above descr'd)ed parcel contains 0.01 ocres, more Or less. FLOOD NOTE The subject property appears to lie in Ione "7G" of the Flood Insurance Rate Map Community Panel No. 0501810iesF, which bears an effective dole of October 10, 2o01 and IS NOT in 0 special flood hazard area_ No DaW measurements were used in this determination and on elevotwn enrtificole may be needed for verification. SURVEYOR'S CERTIFICATION To Verizon Wireless Tennessee Partnership: This is to certify that this map or plat and the survey on which it 15 based were mode in accordance with 'Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jolntfy established and adapted by ALTA, AGSM and HSPS in 1899, and includes ltems 1-5, 10-12 of Table A thereof, pursuant to the Accuracy Standards as adopted by ALTA. HSPS, and ACSM and in effect on tha dote of this certification, undarslgned further certifies that; • the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." W ~ William L Howell/ Arkansas Reglst red No. 1425 BARTON-COLISEUM AR 16 5745A PART OF BLOCK 10, C.E. GALLAGHER'S ADDITION TO THE CITY OF LITTLE ROCK PULASKI COUNTY. ARKANSAS U CL O Ad j m ID V2 G. 0 W PIP H I a V M •ry ��r t9'Mal � C 949 too N N 0 � v O N ;L( 25 D 0 = POWER BOX o = 5/8" GAPPED REBAR SET ® = WATER NEPER (SCK) M = TELEPHONE PEDESrA1 e - FOUND PROPERTY MARKER © - GAS ✓AL ❑ SET PK NAIL ® WATER VALVE 1$1, ra,rV Waf SgAe f MARK POB = POINT OF BEGINNING POC = POINT OF COMMENCE)IIET4 O = GROUNDING ROD POE - POINT OF ENDING e POWER POLE & = CALCULATED POINT = GUY ANCHOR 07) = RECORDED INFORMARON ---Raw- = RIGHT -C ­WAY - - = SET84CK -----rr------- = UNDERGROUND WATER S SAWTARY SEWER -----------= STORM SEWER ---.- p- - -op- - OVERHEAD POWER EXISTING LEASE PARCEL DESCRIPTION (SUPPLIED BY CLIENT) A port of Lots a and 9. Block 10 of C.E. Gallagher s Addition to the City of Little Rock, Pulaski County, Arkansos, per plat recorded Tn Book 77, Pages 428 & 429 of the Pulaski County Circuit Clerk's Records. Commencing at o Sound 5/8" Tabor at the Northeast Comer of Lot 12, Block 10 Of said C.E. Gallagher s Addition: THENCE South 03 degrees 16 minutes 15 seconds West for a distance of 151.00 feet to a set 1/2" rebar & cap for the Point of Beginning; THENCE South 03 degrees 16 minutes 15 seconds West For a distance of 55.00 feet to a set 1/2" rebar & cap;ZE;NICE North 56 degrees 43 minutes 45 seconds West for a distance of 40.00 feet to a set 1/2" rebar & cap; THENCE North 03 degrees 16 minutes 15 seconds East for a distance of 55.00 feet to a set 1/2" rebar & cop; THENCE South 136 degrees 43 minutes 45 seconds East for a distance of 40.00 feet to the Point of Beginning. Together with and subject to covenants, casements and restrictions of record. Sold pfoperty contains 0.05 acres more or less. EXISTING 20' ACCESS EASEMENT (SUPPLIED BY CLIENT) A part or Lots 8 end 9, Block 10 of C.E. Gollagher's AddD3on to the City of Lime Rock, Pulaski Caunty, Arkanzas, per plat recorded in Book 77, Pages 428 & 429 of the Pulaski County Circult Clerk's Rocords. Commencing at a found 5/8- rebor at the Northeast Comer of Lot 12, Black 10 of said C.E. WIcigher s Addition: THENCE South 03 degrees 16 minutes 15 seconds West for a distance of 131.00 feet to a set 1/2" rebar & cap for the Point of Beginning; THENCE North 86 degrees 43 minutes 45 seconds West for a distance of 40.00 feet to a set 5/8" rebar & cap; THENCE South 03 degrees 16 minutes 15 seconds West for a distance of 20.00 Feet to a set 1/2" rebar & cop; THENCE South 66 degrees 43 minutes 45 seconds East for a distance of 40.00 feet to a set 1/2" rebar & cop; THENCE North 03 degroeo 16 minutes 15 seconds East for a distance of 20.00 feet to the Point of Beginning. Together with and subject to covenants, ■asaments and restrictions of record. Said property contains 0.02 aces more at less. LEASE AREA A parcel of land being port of Lots 8 and 9. Stock 10 of C.E. Gallagher's Addition to the City of Little Rock, Pulaski County, Arkansas, per plat recorded in Book 77, Pages 428 & 429 of the Pulaski County Circuit Clerk's Records and being more parlicutorly described as follows: Commencing at o 1' crimp pipe found at the interstaon of the South right-of-wey lint of West 27th Street and the West right -of -.ray line of Booker Street; thence run S 02"111'44- W along said West fight -of -way line for o distance of 151.DO feet to a 5/8" capped rebar set (SCI) all the Northeast corner of an existing loose parcel on shown an o survey prepared by Crosland Land Surveying data January 4. 1997; said capped rebar sal being the Paint of Beginning; thence continue 5 02'16'49• W along said West right-ot-way fine and East Ane of said fame porcel for a djstonce of 16.04 feet to a 5/8" capped rebar set (SGI); thence N 66'54'D3" w leaving sold West right-nl-ray line and said East line for o dstance of 8.50 feet to a 5/8" capped Taber net (901); thence N 02'16'49' E for o dirstonce of B.24 feet to a 5/8" capped rcbor set (SCI]; thence N 8T43'11' W for o dlstance of 30.50 foot to a 5/8" capped Tabor set (SCI) an the West line of above sold lease parcel; thence N 02'16'4S" E aktng said West lino for a distance of 7.67 foot to a 5/8" capped rebar set (SGI) at the Northwest comsr of Acid isase pereet; thence S 87'43'11- E for a distance of 40.0D Fast to the Point of Beginning, Said above descr'd)ed parcel contains 0.01 ocres, more Or less. FLOOD NOTE The subject property appears to lie in Ione "7G" of the Flood Insurance Rate Map Community Panel No. 0501810iesF, which bears an effective dole of October 10, 2o01 and IS NOT in 0 special flood hazard area_ No DaW measurements were used in this determination and on elevotwn enrtificole may be needed for verification. SURVEYOR'S CERTIFICATION To Verizon Wireless Tennessee Partnership: This is to certify that this map or plat and the survey on which it 15 based were mode in accordance with 'Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jolntfy established and adapted by ALTA, AGSM and HSPS in 1899, and includes ltems 1-5, 10-12 of Table A thereof, pursuant to the Accuracy Standards as adopted by ALTA. HSPS, and ACSM and in effect on tha dote of this certification, undarslgned further certifies that; • the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." W ~ William L Howell/ Arkansas Reglst red No. 1425 BARTON-COLISEUM AR 16 5745A PART OF BLOCK 10, C.E. GALLAGHER'S ADDITION TO THE CITY OF LITTLE ROCK PULASKI COUNTY. ARKANSAS U CL O Ad j m ID V2 G. 0 W PIP H I a V M •ry ��r t9'Mal � C 949 too N N 0 � v O N ;L( 25 LESSEE METER TRANSFER SWITCH & TELCO BOX RACK NEW LESSEE ±386 SO. FT. LEASE AREA EXISTING EQUIPMENT L ON CONCRETE PAD EXISTING LEASE AREA:::::,:,,, NEW LESSEE — ICE BRIDGE EXISTING UTILITY RACK (TYP) I EXISTING ICE BRIDGE EXISTING EQUIPMENT f " ON RAISED STEEL I PLATFORM NEW LESSEE COAX ROUTED ON OUTSIDE OF MONOPOLE I ATTACH TO MONOPOLE WITH MONOPOLE COAX SUPPORT KITS (VALMONT PART # f B2423), STAINLESS STEEL 1 BANDING (VALMONT PART IF 81769), AND BUCKLES FOR I BANDING (VALMONT PART 1 1 81770) ® 4'-0" O.C. MAX EXISTING 145' MONOPOLE LAT: 34' 43' 33.136" I LON: —97 18' 27.556" I ELEV: 360.0' AMSL f LESSEE FUTURE — MODCELL CABINET NEW LESSEE MODCELL CABINET I NEW LESSEE — I BATTERY CABINET NEW LESSEE 6'-0' X 14'—B' I EQUIPMENT PAD NEW BOLLARD (TYP) L r c �4 I II� 4 < I I + [ { I l K EXISTING EQUIPMENT ON CONCRETE PAD c j i f sc 1 ' L I I r < I + 3'-0^ EXISTING EQUIPMENT SHELTER I F-,-7 r K c r 4 I { i s c c � r + Ilf < 1 I EXISTING EQUIPMENT I SHELTER I I 4 4 I SITE LAYOUT PLAE�f SCALE: 1/4" i I EST. NOORRTHNETIc +I 1'46'± i f � � I W E NEW LESSEE GENERATOR ON S NEW 4' X 10' GENERATOR PAD I EXISTING GARBAGE DUMPSTER TO BE RELOCATED { w� �++I D'I Y OI m� 'ops. I M I I I I l tStt�L� 4r s x rz �d f� I +1 I 1 THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 06/16/04. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING I CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEE)VARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: EAB CHECKED BY: JOH APPROVED BY: MOB PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER No: (NOT VALID WITHOUT SIGNATURE & SEAL, . alc'we"_ " nor—: . EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 BARTON COLISEUM AR 157582 LITTLE ROCK BTA SITE ADDRESS 2700 BOOKER LITTLE ROCK, AR 72204 SHEE 1T SITE LAYOUT PLAN SHEET NUMBER 01