Loading...
HomeMy WebLinkAboutZ-6781-E MapSURVEYOR'S NOTES 1_ Thin is a Bduadary & TVROW09hic Survey, mode on the ground under the supervision of on A(Mnsos Raglaterea Land Surveyor. Date of field survey is Oecember 2, 2004. 2. Bearings are based on Arkansas South State Plane Coordinates NAO B3, 3. No underground utTlll s, underground endf0dchmants or building lounQatfans were maosured or law led os a part of this surrey. unless otherwise shown. Tress and shrubs net located. unless athdrwisa Shown. 4. BenCnmdrk urea ie a Concrete monument and brass disc. NAW 88 Datum with on eslabliehed elewlion of 565 feet, (172.3 meters), pl0 AE3005. Onsite benchmark is as Shawn hereon. Elevotions shown are in feel and refer Lo NAVO 88. 5• This survey was conducted for the purpose of a Boundary & Topographic 50m only, and in not intended to delineole the regulatory jurisdlation of any federal, stale, regional or Ideal agency, board, commission or other Similar entity - 6. Attentlan ,s directed tothe fact that this survey may have been reduced w ehiorged in size due to reproduction. This should be Laken into censidevolion when obtaining scoffed dato- 7. Thls Surrey woe conducted with reference to a Certificate of Title E.aminalion prepared by Robert L Brown doled September 7. 2,W4, S. Sumoyar hereby slates the Geodetic CoaNinates and the elavalion shown for the proposed centerlina at the tower ore accurate to within +/- 15 feet horizontally and to within +/- 3 lees vertically (FAA Accuracy Code 1A). 9, Survay shown horlon canforms to the Ninunum Raquirarnants as set forth by the State Board for o Class "A' Survey. 10. Field data upon which this neap or plot is basad has o closure precision o! aot less than one -fool in 15,000 feat (1':15,000'] and an angular error that does not extend 10 seconds limes the square root of the number of angles turned. Field traverse was not adjusted. SPECIAL EXCEPTION NOTES This survey is based on a Certificate of Title Examination prepared by Robert L. Brown dated September 7, 20D4, LT&E File #04T195. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. OEasemenl Deed between Ralph E. Forish and Mal;. Won and TgleCarO RVOILY, L.L.C., dated October 25, 1999, recorded os Inatrument No_ 49094336, on amended b)' Ecaemant Dead Recorded as lnstiument Na. 2000049040, said Clerk's Office. pees offact the subject lease area and is shown heraun. SEE SHEET 2 OF 2 POC V15' (� S BB'01'54' E EXISTTNC EO' Iffoo S/ 327.68' N 89113100' E(R) EGRESS & Il[R.11'Y —327.69'(R), EASEUW aISL -- —N N 01'58'06' E 5.0D' N 00'45'00' W 5.60'[RY — H 86'06'59' v 337.85' S B9 I I� it fIf I it ififf 12' GRAVEL DRIVE 36" CLIP i• FOR DRAINAGE —,yl it 36" FOR 12' GRAVEL I POC V15' !EASE AREAS & S BB'01'54' E 20' EWEVENT 327.68' N 89113100' E(R) SE CORNER NE -1/4, NE -1/4 —327.69'(R), -TIN-R14W ® WATER VALVE REC,2 ------------- PoB •Pd HT Or BEOr✓A % I 0 10' 20' 30' SCALE: 1" = 10' VlCDV/9Y NAP � �sfrE V15' a - 5/B' CAPPED REBAR SET 2 StiL' IIB . ACE BRIDGE ■ -FOUND PROPERTY MARKER 0 tn f O _ SET PK RAIL ® WATER VALVE $ - TEMPORARY BEACH MARK N O PoB •Pd HT Or BEOr✓A % it = FIRE NraRANr POC -POINT OF COMMENCEMENT 1 Z �p POWER POLE U I ✓r Z Q Or Im __--- _--- _---f UNDERGROUND WATER F7 Z Or __---_-------_ STORM SEWER Q C7 I < 0 10' 20' 30' SCALE: 1" = 10' VlCDV/9Y NAP � �sfrE 16' ASPHALT ORIVE-- I D OF ASPHALT `I` r --�.,.r. '~i �i+�i�i�V,.Y EN •:}[i �.. ti,,j i-1= : � =J 119 12' GRAVEL DRV ... . � : �. li wc, GATE I ani^aY DEV Iii i"`rj`i '!' { i'v3jq,� r'- 1'" I LAWSON ROAD ii #165794 i + 4 SEC. 23, T -1-N, R -14-W PULASKI COUNTY, ARKANSAS rn O Ca R2 Ei a CL IT0 j Q0 ij ON QRLn �OW N �x F z a U P N 2 . POWER BOX a - 5/B' CAPPED REBAR SET u/R UTILITY RACK StiL' IIB . ACE BRIDGE ■ -FOUND PROPERTY MARKER - GLS VALVE O _ SET PK RAIL ® WATER VALVE $ - TEMPORARY BEACH MARK ® e GAS METER PoB •Pd HT Or BEOr✓A % it = FIRE NraRANr POC -POINT OF COMMENCEMENT KYI C - LT POLE Por »POAVr dr Er+ANC POWER POLE A -C4LCWATED POINT A,7 - GUY ARDR LR) -RECORDED WFORMAWN - RIGHT-OF-WAY Im __--- _--- _---f UNDERGROUND WATER F7 -r SW+TAR•r R1:R __---_-------_ STORM SEWER ——.-op-•—.-op— - OWAINEAD POWER 16' ASPHALT ORIVE-- I D OF ASPHALT `I` r --�.,.r. '~i �i+�i�i�V,.Y EN •:}[i �.. ti,,j i-1= : � =J 119 12' GRAVEL DRV ... . � : �. li wc, GATE I ani^aY DEV Iii i"`rj`i '!' { i'v3jq,� r'- 1'" I LAWSON ROAD ii #165794 i + 4 SEC. 23, T -1-N, R -14-W PULASKI COUNTY, ARKANSAS rn O Ca R2 Ei a CL IT0 j Q0 ij ON QRLn �OW N �x F z a U P N POS® ms"NC 20' INGRESS/ I p771.14y EORMSflF fljrf I � I ill j IIIff f I I o0 � mm Im T11 11 wp3 oN c Ln ry Ivry I 16' ASPHALT ORIVE-- I D OF ASPHALT `I` r --�.,.r. '~i �i+�i�i�V,.Y EN •:}[i �.. ti,,j i-1= : � =J 119 12' GRAVEL DRV ... . � : �. li wc, GATE I ani^aY DEV Iii i"`rj`i '!' { i'v3jq,� r'- 1'" I LAWSON ROAD ii #165794 i + 4 SEC. 23, T -1-N, R -14-W PULASKI COUNTY, ARKANSAS rn O Ca R2 Ei a CL IT0 j Q0 ij ON QRLn �OW N �x F z a U P N W } o 0 m N m 0 0 o z z 135.0 5D. FT. � R ST Y_ m,IJ�R GRAVEL !-U/R _S46 . i 07 011) 4 7 N 89.15'00' E 100.00'(R) S 88'01'54' E 100.00' TOO BEACON mr,09 =301,5" A rop ANTEf1RA HEWFIT . 3O ' TOP TOWER HEtGNT 300A' ►CLL BOTTOM ANTENNA 14ICHT - 295.0' AUL TOP ANTENNA HEIGHT = 283.4' AGL BOTTOV ANTENNA MEI LT .479.3' TOP ANTENNA. HEIGHT b 7S.B' AGL BOTTOM ANTENNA KLMW - 267.6' AM Top ANTENNA HEIGHT - 255.5' A.GL BOTTOM ANTENNA HEIGHT - 249,5' ALL BOTTOM AhmwaA HEIGHT r, 150.0' AGL LINE BEARING DISTANCE Lt N 93'34'54' W 1500' L2 N 136.2506' E 9.00' L3 S 83'34'54' E 15.00' L4 S 06'25'06' W 9.00' L5 N 83'34'54' W 10.00' L6 N 06.25'06' E 4.00' L7 5 83'34'54' E 10.1313' 18 5 136'25'05' W4A0' EXISTING 20' INGRESS/EGRESS & UTILITY EASEMENT (SUPPLIED BY CLIENT) IO' X 4' LEASE AREA 40.0 SQ.FT.t L3 LS '.AN 83'34•' LT N 83'34'54 W 40b7_ POB 15' X B' LEASE AREA 135.0 SQ.FT.f IIPMEN•r-'o TEMPORARY DENCHUARK i 8 ELEVATION - 544.0' . N ^ Z`ENTER OF MMFC TOWER ALT. 94.42.45.430 NORTN- Lon, OZ'27'50.085" WEST GROUND ELEVATION: 044.8' N 118'01'54• W 100.00' S 89.15'00' W 100.00'(R) V_27.45' GRAVEL a, �p r 4 ��- w` o W EXISTING 20' INGRESS/ EQUIPMENT i0 o EGRESS & UTILITY SGI EASEUENT at E Z o EXISTING 100' X 100' '0 .TEMPORARY BERM LURK LEASE AREA Z CAPPED REBAR POC- POINT OF COMMENCEMENT 88'06'59' W 337.85' I 89'15'00' W 337.76'(R) N 01'59'06' E 5.00' N 00'45'00' W 5.00'(R) LEASE AREAS & 20' EASEMENT SE CORNER NE -1/4. NE -1/4 SEC.23-TIN-R14W REBAR TYPICAL SELF SUPPORT TOWER ELEVATIOIV NOT TO SCALE 0 10' 20' 30' SCALE: 1' = 10' S *SITE �y y ® _ POWER BOA• O . 5/8" CAPPED RE04R SET UnUTY CK Ul/ • RA SGI ve .ICE BRIDLE e . FOUND PROPERTY MARKER © . 6(S VALVE U - SET PK MAL 8 . WATER VALVE '0 .TEMPORARY BERM LURK ® GLS METER POB . POINT or In 17 . FIRE HYDRANT POC- POINT OF COMMENCEMENT O = !A7/T POLE POE - POINT OF ENDING JS�= POWER POLE • - CALCULATED POINT y . GUY ANCHOR fR) RECORDED INFORYAMNl RIW-OF-WAY - -_---r___-F____f - - sETBIfX - UNDERLWOUND WATER EXISTING 20' INGRESS/EGRESS & UTILITY EASEMENT (SUPPLIED BY CLIENT) . SWRARY SELLER fr-zw _------------- . STORM SEWER . - -pp- . -. -op- . OVERHEAD POWER EXISTING 100' X 100' LEASE AREA (SUPPLIED BY CLIENT) �y a That portion of the NEI/4 at the NE1/4 of Section 23, Townshlp 1 North, Range 14 west, Pulaski County, Arkansas. more pbrllouforfy de"ribed as follows: Commencing at the Southeast corner of V the sold NEI/4 of the NEl/4; thence South 89 degrees 15 minutes 00 seconds West 337.76 lest i along the South line thereof; thence North 00 degrees 45 minutes OD West 5.00 feet to the point of beginning; thence South 89 degrees 15 minutes 00 seconds West 100AI) feet; thence North 00 degrees 45 minutes 00 seconds West 100.00 fact; tnenca North 09 degrees 15 minutes 00I 45 minulas 00 seconds East 100.00 feet to seconds Cost 100.00 feet: thence South OO degrees the point of beginning. Q Li i N EXISTING 20' INGRESS/EGRESS & UTILITY EASEMENT (SUPPLIED BY CLIENT) OL O Township TOGETHER wiln an easnment over that portion of the NEI/4 of the NE7/A of Section 23, dasu;bed as follows: An Cr (/) I North, Range 14 West, Pulaski County. AlkOnsas, more particularly easement for ingress/egress and utllity purposes, said easement being 20 feet wide, tying 10 feet :� k each Viet of thefoeow;ng described centerline: Commencing e1 the Southeast corner of the said Leet 0: , ti NEI/4 of the NEI/4: thence South 89 degrees 15 minutes 00 secaods West 21,37.76 along Weal 15.00 lea! W the o1 Q I� She South Fine thereof: thence North 00 degrees 45 minutes 00 point beglon;n9i lhernea North 89 degrees 15minutes 00 seconds Cost 327.66 feet parallel with the Z Savin tint thereof; thence North 01 degree 13 minutes 26 seconds West 051.42 feet; !hence North the a 0(1 degrees 22 minutes 56 seconds West 2118.05 feet to the centerline of Alpine Land and O Q) O = e pb;nt of termination of said Eosemenl. m ^�J' ' Vim - 15' x 9' LEASE AREA A parcel of land being pari of on existing lease wax for o communications tower and lying in the Northeast Quarter at the NorthevytOuorier of Saclion 23, Township 1 North, Range 14 West, Pulaski County, Aek naas and being mora particularly described na lotluws; Commence at a rebor found at the southeast earner of the Northeast OuWttF of the Northeast Quarter of sold Section 23; thence N 8Ii'D6'59" W d distance at 337.85 lent l0 a point: thence N 01'58'06` E o distance of 5.DO feel to a capped robes found at the saul11e05t Garner of a Inose Oreo for a communications lower, lhanco cant;nue N 01158'06' E e d;stoncc of 44.45 feel to a point thence N BS34'54" W 0 distance at 40,67 feet to a 5/$- copped rebor set 'SGI" ono the point or Beginning; thence continue N 83'34'54- W o distance of 15.00 feel to 0 5/8' copped rebor set *SCI'; thence N 0525'06' E o distance of 9.00 feet l0 0 5/8" copped rebar Set "SGL'; lhanco 5 83'34'54" E a distance of 15.00 Joel to 0 5/8' copped rebor set 'SGI'; thence 5 05 25'06- W a distance al 9.00 teal to ilia point of Beginning- Said desdRbed parcel of land contains 135.0 sq.ft., more or less. PROPOSED 10' x 4' LEASE AREA A parcel of land being port of an existing lease area for a communications tower and lying in the Northeast Quarter of the Northeast Quarter of Seci;on 23, Township 1 North, Range 14 West, Pulaski County. Arkansas and being mora particularly described as (011OwS, Commence at a rebar found at the southeast corner 0l She Northeast Ouarter of the Northport Quarter of said Sexl'10n 23; thence N IW06'59" W a distance of 337,85 feet to o point; thence N 01'58406' E a distonce of 5.00 feet to a capped rebor found at the southeast comer -at a lease area lar a communieolions tower, thence N 01'58'06- E o distance of 48.31 feet to o point; thence N 83'34'54' W 0 dslOma of 27.45 lent to 0 5/9' copped rabor set 'sm' and the Point of Beginning; thence continue N 833454' W o distant: OF 10.00 feet to 0 5/8' Capped rebar set 'SGI thence N OG25'O6- E o delance of 4,00 lent 10 a 5/8' capped rebae set 'SGI thence 5 8734'54' E a clWonce at 10.00 Feel to 0 5/8' copped moor set 'SGI thence S 06'25'06" W a di5lonae of 4.00 feet to the Paint of Beginning. Said described parcel of land contoins 40.0 sq.ft.. more or less. FLOOD NOTE The subject properly appears to 6o in Zone "X' of the Flood Insurance Rate Map Community Panel No. 050179 03W D. which dears an effective date of July 16, 1996 and IS NOT in a special 11001 hazard area. No field meoauremenis were used in this determination and on elevation certificate may be needed for verificolion. SURVEYOR'S CERTIFICATION To "A"gon wacess: This is to certify 1101 this map or plot and the guNey on which it Is based weft made in accordance with "Minimum Slondo+d Detail Requirements few ALTA/AGSM Lone TiOe Surveys; jointly established and adopted by ALTA. AGSM and HSPS in 1999, and includes Items 1-6, 10-12 of Table A thereof. pdrsuont to She Acout4cy Standards as adopted by ALTA, NSPS, and ACSM and in ellecl on the dela at this certif;cOtian, undersigned further beflifies that; r the survey measurements were mode in accordance with the 'Minlmum Angle, Distance. and Closure Rapudomenls for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." LAWSON ROAD #165794 wiiliom L. Howell SEC. 23, T -1-N, R -14-W Arkansas Registered No. 1425 PUTASKI COUNTY, ARKANSAS O h N j EXISTING EQUIPMENT EST. NORTH 1.25'± i y � 0 IN 0 E NEW TENANT FUTURE BATTERY 13•_1" CABINET i ` NEW TENANT BATTERY CABINET ._ N -' Y m a S NEW TENANT EQUIPMENT CABINET I� NEW TENANT FUTURE EQUIPMENT t�$se;• 4'-0" CABINET Y �?y' r'--, i NEW TENANT 9' X 15' EQUIPMENT PAD & LEASE AREA • U ` NEW TENANT 4' X 10' * GENERATOR LEASE AREA -� a NEW TENANT GENERATOR 4'-0" X 10'-0" PAD NEW TENANT H -FRAME WTIYI NEW TENANT GPS ANTENNA. SEE PPC/TELCO ENCLOSURE, DETAIL 2 SHEET 09 METER & ATS SEE SHEET -- NEW TENANT ELEVATED ICE BRIDGE 14 FOR DETAILS VERIZONWIRELESS TENNESSEMARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION _ PROJECT NO: DRAWN BY: SEW CHECKED BY: JOH APPROVED BY: MDB THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 12/13/04. SITE LAYOUT PLAN CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF SCALE: 1/4" = 1'-0" CONSTRUCTION. ff'fdfc,'ial�aF +i {ARKANSAS . REGISTERED PROFESSIONAL E �6.fNo 1T VALID W NATURE & SEAL) m ny ".n,f.a_ti f- -- � —y rA EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA3S173 PHONE: 205.956.0198 FAX. 205.956.2632 LAWSON ROAD AR 165794 LITTLE ROCK BTA SITE ADDRESS 4500 ALPINE LANE LITTLE ROCK, AR 72210 SHEET T TLE SITE LAYOUT PLAN SHEET N WIBER 05 EXISTING EQUIPMENT EST. MAGNETIC NORTH 1.25't i ,I ---:,�— ----- I ren ------ 25'-9" 0 W E NEW TENANT FUTURE BATTERY 13'_T" CABINET m NEW TENANT BATTERY CABINET S NEW TENANT EQUIPMENT CABINET r ry o NEW TENANT FUTURE EQUIPMENT 4--o- CABINET --^ "--� NEW TENANT 9' X 15'— EQUIPMENT 5'EQUIPMENT PAD & LEASE AREA NEW TENANT 4' X 10' H GENERATOR LEASE AREA NEW TENANT GENERATOR 4'-0" X 10'-0" PAD ' NEW TENANT H -FRAME Wf NEW TENANT GPS ANTENNA. SEE PPC/TELCO ENCLOSURE, DETAIL 2 SHEET 09 METER & ATS SEE SHEET NFW TENANT ELEVATED ICE BRIDGE 14 FOR DETAILS NERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: SEW CHECKED BY: JOH APPROVED BY: MDB THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 12/13/04. SITE LAYOUT PLAN CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF SCALE: 1/4" = 1'-0" CONSTRUCTION. ■ Edi A�( NA SAS REGISTERED PROFESSIONAL (NOT VALID VATWUOTSONATLRE & SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 LAWSON ROAD AR 165794 LITTLE ROCK BTA S[ EADDRESS 4500 ALPINE LANE LITTLE ROCK, AR 72210 BHBEf TD E SITE LAYOUT PLAN SHEET NUMBER 05 (N LL IDES) EVERGREEN HEDGE (SEE NOTE 3) TREES (SEE NOTE 2) �. — — — — — — — — — —pr,��DSI�PE,STRIP — — — — � — — — — — -- --- ---� i n I I% % x-% % X % x X X I I EXISTING WOOD & PIPE FEkCE �] f EXISTING V } CABINET I 1 EXISTING METER/ ` f] UTILITY RACK V EXISTING _- J I CONCRETE PAD I r ' -----------1 4 I I EXISTINGTELCORP j I I EQUIPMENT EQUIPMENT I FUTURE I I I T -MOBILE � I AREAI EXISTING SINGLE SWING I I GATE I I r-� ❑ I 'I- EXISTING POWER EXISTING METER/ r-� L -----_----__J UTILITY RACK POLE W I y 1i j I I t moi,°;r� i EXISTING I L - J `LN4 TELECO P1 3 I _ N I EXISTING SELF-SUPPORTING j TOWER ice 1 5 EXISTING ALLTEL I I ;� EQUIPMENT "Svfav? ON CONCRETE PAD I x � I a I � I I -- NEW 3' ;o PEDESTRIAN GATE (V I% X X % X — X % X X X X L_ ---- --- - 14'-0' LEISE AREA 34'- LA 4 -L4REOUlRElv1ENF5 1 THE PER METER OFDSCAPE RIP THE FENCED COMPOUND. BE AROUND 2. TREE SHALL BE 2' CALIPER WHICH WILL GROW TO A MINIMUM 20' IN HEIGHT AT MATURITY. THE REQUIRED NUMBER OF TREES IS 2 TREES PER SIDE. 3. EVERGREEN HEDGES SHALL BE PLANTED BETWEEN THE TREES. SHRUBS ARE TO BE 30' IN HEIGHT AND 30' 0 _VERA LL 5'!TE _PLAN ON CENTER AT PLANTING. SCALE: T" 5'-D' E A-4 NL:lEW SPRINT PPC RACK NEW SPRINT GPS E 6 A -i RF -t I I I I I I L-�-J NEW SPRINT I a I A j EQUIPMENT ON A-3 w CONCRETE PAD I � I I � I L- -J I I I I I f L ---J R M4 NEW SPRINT NEW SP Y RAI M[ CABLE TRAY CABLE �`Y k LX 12'-3" x X X X X X % X p '-� �St ENLARGED SITE PLAN SCALE: 1' = 3-0' -�Sprint 6580 SPRINT PARKWAY OVERLAND PARK, KANSAS 66251 00 BLACK & VEATCH CORPORATION 11401 LAMAR OVERLAND PARK, KANSAS 66211 (913) 458-2000 PROJECT NO: 135781 DRAWN BY: JAT CHECKED BY: CWS 0 11/12/03 ISSUm FOR PDiMR REV I DATE I DESCRIPTION U PRO,FE�S�S��'IIiO�NAL * * * 11112-10 ,A. No. 8780 . IT IS A VIOLATION CV LTi1 Fbk i1NY PERSON, UNLESS A�LICCENSEY ED PROFESSACMG IO!ALOM TMEDIWMW 64WM TO ALTER THS DOCUMENT. LR6OXCO3O-A SBA LAWSON RD. 4500 ALPINE ROAD LITTLE ROCK, AR. 72210 COLLOCATE - SST SHEET TITLE SITE PLAN SHEET NUMBER A-1