The URL can be used to link to this page

Home My WebLink AboutZ-4215-C Map 3T I.2 10 20 0 40 -. _.. lip RAMP, 1'0 -z„" .i A(u1N N+Eux GENERAL NOTES 1 RIANDLWN SO PROPERTY AoSED n. H NA -11 ASSUMPTION - THE SCAMMXE OE 2. ALL UNDERGROUND TLi CK AM BEEN 5 M ABOVE OSaag DEATHS. ATHS. HAVE BEEN LOCATED MAY SPOWN � UND UHE BEEN 5 WHICH VE BEEN RAGGLD BY THEIR ESPECTVE ERS E NOWN 3. ET i5 REBAR AT ALL ..FBI UNLESS H OTHERWISE. A _YBU eif5 AND n"AiIOHS BASED ON PA015 MOX. -_ NUMBER DELTA CHORD BEARING RADIUS ARE CHORD HAD uaw'O TIN DEFORE YOU DID EXISTING TOWER 9. eu.11 ii°Rux _ iH RUA 1800-482-8998 ® S fi1'Sfi'21" E 5600 53.76 51.]2 2 CLERRIC _......................_ENTERGY "ARKANSAS ONE GALL" C2 56'59'40" S 61'56'21" C 44.00 42.23 b.83 CORNER OF SITE 92'12'03.40189" WEST LONGM II 1 I I I.2 10 20 0 40 -. _.. lip RAMP, 1'0 -z„" .i A(u1N N+Eux GENERAL NOTES 1 RIANDLWN SO PROPERTY AoSED n. H NA -11 ASSUMPTION - THE SCAMMXE OE 2. ALL UNDERGROUND TLi CK AM BEEN 5 M ABOVE OSaag DEATHS. ATHS. HAVE BEEN LOCATED MAY SPOWN � UND UHE BEEN 5 WHICH VE BEEN RAGGLD BY THEIR ESPECTVE ERS E NOWN 3. ET i5 REBAR AT ALL ..FBI UNLESS H OTHERWISE. A _YBU eif5 AND n"AiIOHS BASED ON PA015 MOX. -_ NUMBER DELTA CHORD BEARING RADIUS ARE CHORD .' 50UTHVESTERN BELL TELEPHONE EXISTING TOWER �Y a unlmgi IID CI 55'00'1]" S fi1'Sfi'21" E 5600 53.76 51.]2 2 CLERRIC _......................_ENTERGY I C2 56'59'40" S 61'56'21" C 44.00 42.23 b.83 CORNER OF SITE 92'12'03.40189" WEST LONGM - C3 EMS AS' N 8629'16" E 345.08 49.06 69.02 3843'13.98122" NORM LATITUDE / CORNER OF SITE 92'[2'03.2586]" WEST LONGITUDE. Lq 89'31'50" N 3]'3 B'S6" E 46.00 68.]5 fi1.9J II I•% / / 344313'81369" NORTH LATITUDE SOUTHEAST C5 CY21'38' M 03'2. 12" W 394.]0 50.]D 506! 250.48' NOVO 1929 1 C6 OJ'21'SO' 5 03'26'IY E 302.]0 49.16 49.13 SOUTHWEST Cl 69'31'46" 5 3]'38'56" W 56.00 BJ.50 ]O.OJ 250.22' NOYD 1929 C8 06'06'49" 5 B6'29'I B" W 35]00 50.]] 50.]3 c i W M X.nR. z 4j 9 •�i ✓ a ,D N. C. 55'00'1]" N 81'Sfi 21" W 56.00 53.]6 51.]2 1 C10 56'59'40" N 61'56'21" W Be44.62.23 40.63 q I I" II li I I I 1 ..o muxux I I I I I.2 10 20 0 40 -. _.. lip RAMP, 1'0 -z„" .i A(u1N N+Eux GENERAL NOTES 1 RIANDLWN SO PROPERTY AoSED n. H NA -11 ASSUMPTION - THE SCAMMXE OE 2. ALL UNDERGROUND TLi CK AM BEEN 5 M ABOVE OSaag DEATHS. ATHS. HAVE BEEN LOCATED MAY SPOWN � UND UHE BEEN 5 WHICH VE BEEN RAGGLD BY THEIR ESPECTVE ERS E NOWN 3. ET i5 REBAR AT ALL ..FBI UNLESS H OTHERWISE. A _YBU eif5 AND n"AiIOHS BASED ON PA015 MOX. I. 11 VATAM, EXISTING NEKTEL SHELTER - 1 ORATE SCAT: r=10' L -_ SERVICES LIST: 1. TELEPHONE ........."._............ 50UTHVESTERN BELL TELEPHONE EXISTING TOWER P1 SHALKLEFORD a unlmgi IID LIERE ROCK. ARKANSAS rc 1-000-2]0-3HSO 2 CLERRIC _......................_ENTERGY DATUM: NAD -83 900 S. LOUISIANA 34'43'13.99131" NORTH LATITUDE LITTLE GI ARKANSAS (50 ) ,5900 I. 11 VATAM, EXISTING NEKTEL SHELTER - 1 ORATE SCAT: r=10' L -_ y1= SAN, .a- I I - "NWS/. /77 q wxs° BS'09 ANNOW0' EXISTING TOWER T a unlmgi IID rc °rseH PIT -_ y1= SAN, .a- I I - "NWS/. I )gLNDR,i ` wxs° BS'09 ANNOW0' EXISTING TOWER Ci MUIn 249.50' (GROUND) NGVD 1929 DATUM: NAD -83 5 NAK 34'43'13.99131" NORTH LATITUDE NORTHWEST CORNER OF SITE 92'12'03.40189" WEST LONGM u_i° o'vx¢wi NHK DATUM: NAD -83 ;M TOP OF LOWER 1 i e i POSED ICE EK ISTING ICE 3 82106E E%ISTING. ALLTEL - SHELTER - 10.5' EXISTING CHAIN [LINK FENCE - 6' TOWER ELEVATION FA". FAST SCALE '-20' VICINITY MAP (LIT -010) AIRPORT-ALLTEL SITE / a Q LANDLORD'S DESCRIPTION: PART OF LOT S. L.P. COLEMAN'S SUBDIVISION, ALSO BEING PART OF TIE FRACTIONAL NW 1/4 OF SECTION 15. T -1-N. R -11-W, IN TIE CIN OF LI ROCK; PULASO GOUNN. ARKANSAS. SITE DESCRIPTION: M E FRACTIONAL NW 1 4 OF ALSO BEING PARI OF H L F LO 9 L.P. C- 1 W. IN SUBDIVISION./ PAR 0 i SECTION lfi i -1-N R -It -W. IN ME CITY OF LITTLE POCK, PUTASKI COUNTY. ARKANSdS. BEING MORE P6RTILIIIARLY DESCRIB Ep LENTCRLIN E: COMMENCE AT SE CORNER OF SAID L0] 9. THENCE N 00'29'44" W 22.45 FEET: THENCE N 69'2521" W 434.12 FEET: THENCE N OU 1]'02" ` 183.]3 EEE;: THENCE S B5'09'01" E 9.84 FEET TO THE POINT OF BEGINNING. THENCE N Od'S0'S 9" E 1].00 FLET: THENCE S 05'09'01" E 12.00 FEET: THENCE S OCSO'59' W 17.00 FEET; THENCE N 05'09'01" W 1200 FEET TO THE POINT OF BEGINNING, CONTAINING 204 50. FT.. AM AN CASEMENT FOR INGRESS/EGRESS AND UTLTY PURPOSES, SAID EASEMENT BEING 10 FEET Cl.WI LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE' COMMENCE AT SE CONNER Of SAID LOT 9. THENCE N 00'29'44' W 22.45 FEET; THENCE N B726'21" W 434.12 MER: THENCE N OeIYITB" E 183.73 FEET: THENCE S 8509'01 E 21.04 FEET: THENCE N W'S0'S9' E 1200 RET TO THE POINT OF BEGINNING: THENCE S 89.26'20 E 11.14 FER TO THE POINT OF TERMINATION OF SAID EASEMENT. ALSO AN CASEMENT FOR INGRESS/EGRESS AND UOUTY PURPOSES. SAID EASEMENT BEING MORE PARTILUTARLY DESCRIBED AS OOLLOWS: COMMENCE AT THE BE CORNER Of LET 9; THENCE N 00'3340' E 22.34 FEET: THENCE N 89'26'21' W 435.06 FEET: THENCE H 00'33'40" E 2QO11 FEET: THENCE S 8426'21 E 4589 FEET: THENCE S 00.33'b" W 200 FEET TO ME POINT OF BEGINNING AND THE POINT OF CURVATURE OF A CURVE TO THE SOUTHWEST HAVING A RADIUS OF 56.0 FEET; THENCE SOUTOVESTERLY 53.]6 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGIO STOD'00' AND A CHORD BEARING S 61'56'21 E 51.72 FEET TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF 44.0FEET: THENCE SOUTHEASTERLY 42RV 24 FEET ALONG SAID CUE THROUGH A CENTRAL ANGLE OF 55'00'BE " AND A CHORE BEARING S 61'56'21' E 40.63 FEET: THENCE 5 89'26'21" E 45.22 FEET TO A CURVE TO ME NORTHWEST HAVING A RADIUS OF 345.08 FEET; THENCE NORTHEASTERLY 49.06 FEET ALONG SAID CURVE THROCGX A CENTRAL ANGLE OF 08'00'46" AND A CHORD BEARING OF N BVBWI6' E 49.02 FEET; THENCE N BT24'53" E 61.81 FEET TO A CURVE TO THE NORTHWEST NORTHEASTERLY 66.76 FEET ALONG SAID CURVE THROUGH A HAVING A RADIUS DF 140 FCR: THENCE CENTRAL ANGLE OF 09'3153" AND A CHORD HEARING N 3T38'S9' E ADDU FEET: THENCE N NORTHEASTERLY W Y 50 FEET TO AND SAID TO ME NORTHEAST HAVING A RADIUS OF M4.70OT21'3 FEET; THENCE NORTHEASTERLY 50.]0 EEE- ALONG SAIF CURVE THROUGH A CENTRAL ANGLE OF 0T2 ME AND I CN ORD BLARING NGY26-12- " W 5667 EER: THENCE N 00'11'36" G AM S FEET / THE ; THENCE LINE OF FOURLHE DAM PIKE: THENCE N 8431'09' E NORTHEAST LER ALONG S11O SOUTH R/W LINE: THENCE S '36 - THENCE W 281.75 FEET .1 A CURVE TO THE NORTHEAST HAVING A RADIUSCENTRAL OF LE UP FEET: THENCE CHORD BEATING 49.16 FEET ALONG SAID CURVE CE S 0X A LENT RAL ANGLE Df o 21'3fi' AND A LNORD BEARI HG 5 0526'12' E 69.13 RET: ;THEN S SOUTHWESTERLY E I8.97 FEET iT A CURVE TO ME NORTHWEST HAVING A RADIUS OF 56.0 FEET: }HENCE SOORD DEARLY 8FS FEET ALONG 5810 CURVE THENCE A CENTRAL ANGLE OF B9'STO A AND A CHORD BEARING OF S STIUS 6" W ]8.87 FEET; THENCE S 8224'53' W 61.81 FEET t0 A CURVE NORTHWEST HAVING A RADIUS OF 35).08 RET: MCNCE SOUTHWES7ERLY 50.7] FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF OB'DB'46" AND A CHORD BEARING S 861 W 50.]3 FEET; THENCE N 0426'21' W 45.22 kLNI TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF 56.0 FEET: THENCE NORTHWESTERLY 53.76 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5500'00" AND A CHORD BEARING N 61'56'21" W 51. 72 FEET TO A CURVE i0 THE SOUTHWEST HAVING A RADIUS OF 44.0 FEET; THENCE NORTHWLCHUNLY 42.24 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55'00'00" AND A CHORD BEARING N 61'SShI' W 40.63 RET: THENCE N 89'2621" W 12.00 FEET. THENCE N OV33'40" E 14.00 FEET: THENCE 5 B726 21 E 12.00 FEET; THENCE S 00'3340 W 2.00 FEET TO THE POINT OF BEGINNING. A -Computed point •- Found iron pin O -set g5 Rb/FIND. Cap * -Set IN Rb/Alum. Cap SITE COORDINATES: AIRPORT-ALLTEL SITE LIT -010 DATUM: NAD -83 CENTER OF EXISTING TOWER 3643'13.88" NORTH LATITUDE 92'12'03.25" WEST LONGITUDE 249.50' (GROUND) NGVD 1929 DATUM: NAD -83 34'43'13.99131" NORTH LATITUDE NORTHWEST CORNER OF SITE 92'12'03.40189" WEST LONGM 249.51' NGVD 1929 DATUM: NAD -83 3843'13.98122" NORM LATITUDE NORTHEAST CORNER OF SITE 92'[2'03.2586]" WEST LONGITUDE. 249.89' NGVD 1929 DATUM: NAD -83 344313'81369" NORTH LATITUDE SOUTHEAST CORNER OF SITE 92'1203.27598" WEST LONGITUDE 250.48' NOVO 1929 DATUM: NAD -83 3843'13.02378" NORTH LATITUDE SOUTHWEST CORNER OF SIZE 92'12'03,41921" WEST LONGITUDE 250.22' NOYD 1929 ,;•44PISTEREo>,>> 3t axRUNvs >i c i W M X.nR. z 4j 9 •�i T `at` T4N tS a ,D N. 'W'1'4L LAND er' ZONING DRAWING OF: is AIRPORT-ALLTELSITE (LIT -010)' HOPE ENGINEERS, Inc. 203 Lillian Street Benton. Arkansas 72015 (501) 315-07130 FAX (501) 315-0400 FOR USE AND BENEFIT OF: CRICKET COMMUNICATIONS, INC. FACTUAL SURVEY AIRPORT-ALLTEL SITE (LIT -010) 6405 FOURCHE DAM PIKE LITTLE ROCK, ARKANSAS TO ePGN 95. 9Om FAD FLY J. WEST FREVISED: 5-14-01