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HomeMy WebLinkAboutZ-4656-A Map 1til 308.....- S� \ 3/0 ¢Vvp D \ 9 - - - - - - -S 89'54'31" E '✓ / / S',11�'-���. V ` - ' - '-' ` - - 320.62 FT 1 -----.- .-.--- ' TCURB OWER - - -• - --EXISTING (COOL 95) 8' WOOD; // i�01 �{ FND. 3/d" ROD PROJECT 55233 CABLE FENCE v Fs 1 MOO. #555RX RACK -\ GRIN ® TOWER -EXISTING MONOPOLE '�- 94 " i J= s°j IGHTI EL. 319.95' TOWER ASPHALT 5 1 POLE b� TOP OF TOWER POWER GRND ® MONOPOLE PAVING , S IQ I lit o ' EL, 472.51' I L. '• A lf�w' HEIGHT OF TOWER Box TOP 1OF MONOPOLE 153. 478.38'i.I HEIGHT- 159' \ 1 P.P. CURB CQRQ li I 1 , I 'PO ASPHALT PAVING at 126 21' I 1 !ryIa _,_ METAL FENCE -GAS LINEFLAG ' PO EoT M.H. I BUILDING 7jjj I , i CURB 1 II li' of 1 � i 4� �✓11 - I 1 �I I \\ I 1 LOADING DOASPHALT 4' DEEP1\ _ a o, 26211/% ._ CURB i PAVING I I ii y t i 4k- t- 1 11 I CURB / -ASPHALT �� Ik 30' A.CESS & U7ILTITY I✓O i I 30 15 0 30 / PAVING / ol\ EASEMENT F� 874848 E b9/ 59.23CURB I _ i BAR SCALE: LIGHT POLE / 1r--- --L--- ' REBAR 3 S 789*36'0.0' OD W i /G'r0 - 60' 9'31'5 S� -� t 70.00' (M)GATE 'l -j M��� 312 4900.00 SO FT 0.11 Ac .b w w3 s Yi No no BUI/F1 LDING 00 O� LSA^ NO yQ g1 o� o� 1�% J' EXIST. 60' ACCESS AND (` 1 ut a PIPE PIPE POWER z J hW UTTY EASEMENT 'I O-1 GRAVEL BOX - FND. #3 V I REBAR - ASPHALT - � 11 317 FND. B 3 REBAR ;1 I SEE PAVING mil V - N 89'36'02' E 0' I 70.0 (D). ..,.._ ._ ..._ \ .... 316 N 89'31'5 F OFRg �I .�,. O R I -.. �.. 11 314 �roI \ � =NFD l,� `I FND. //4 REBAR 313 - �+iOI - I S.E. CORNER �'' 312 o'er' % I , LOT 1, TRIGON oM < --.--_.__.310-.--.... ' \ - 311 _' ADDITION IT THE . .-...-_ I 5 89'36'02" W � I CITY OF LITTLE ROCK _._ -..- - .- -e310 .. _ - _ / - \_ - 132.23 FT - i - s 8936'pz''w \-----`--- --�-U - 308 261.13 FT • \ / / 1 # P259-45-400-70-6 1- PHONE RISER - - #2 BEFORE YOU DIG ...... m 1-800-482-8998 "ARKANSAS ONE CALL" I 10 5 0 10 BAP, SCALE LANDLORD'S DESCRIPTION: THAT PART OF LOT 1 TRIGON ADDITION TO THE -CITY OF LITTLE' ROCK, PULASKI COUNTY, ARKANSAS. SITE DESCRIPTION: Part of Lot 1 Trigon Addition to the City of Little Rock, Pulaski County, Arkansas, described as follows: Commencing at the Southeast Corner of said Lot 1, run thencq S 89°36'02" W along the South Line of said Lot 1 132.40 feet; thence N 00'23'58" W 33.50 feet to the Point of Beginning; thence continue N 00°23'58" W 70.0% thence S 89'36'02" W 70.0'; thence S 00°23'58" E 70.0'; thence N 89°36'02" E 70.0' to the Point of Beginning, containing 0.11 acres. DESCRIPTION OF 30' ACCESS & UTILITY EASEMENT: Part of Lot 1 and Lot to Trigon Addition to the City of Little Rock, Pulaski County, Arkansas, described as having boundaries 15.0' each side of a centerline described as follows: Commencing at the Southeast Corner of said Lot 1, run thence S 89°36'02" W along the South Line of said Lot 1 132.40 feet; thence N 00'23'58" W 103.5'; thence S 89'36'02" W 13.5 feet to the Point of Beginning of said centerline; thence along said centerline on a curve to the right having a radius of 26.80' and an arc distance of 43.31' (Chord N 45'53'49" E 38.75') to the Point of Tangency of said curve; thence S 87'48'48" E 59.23' to the Point of Curvature of a curve to the left having a radius of 29.65' and an ah: distance of 46.92' (Chord N 46'51'15" E 42.18') to the Point of Tangency of said curve; thence N 01'31'12" E 111.58' to the Point of Curvature of a curve to the right having a radius of 45.37 feet and an arc distance of 52.19' (Chord N 34'27'56" E 49.36') to the Point of Tangency of said curve; thence N 6725'11" E 40.36' to the West right of way of Sibley Hole Road and the Point of Termination of said 30' access and utility easement. SCALE: 1"=10' ON LEFT SIDE APPROX. 60 FEET FROM ENTRANCE. GENERAL NOTES 1. BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THAT THE NORTF LINE OF CEDAR STREET, BEING S 89'05' E. 2. ALL UNDERGROUND UTILITIES FEATURES HAVE BEEN MAY NOT HAVE BEEN SHOWN, ABOVE GROUND LOCATED AND SHOWN. UNDERGROUND UTILITY LIN - WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN. 3. SET #5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE. O LITTLE ROCK, ARKANSAS BEFORE YOU DIG ...... m 1-800-482-8998 "ARKANSAS ONE CALL" I 10 5 0 10 BAP, SCALE LANDLORD'S DESCRIPTION: THAT PART OF LOT 1 TRIGON ADDITION TO THE -CITY OF LITTLE' ROCK, PULASKI COUNTY, ARKANSAS. SITE DESCRIPTION: Part of Lot 1 Trigon Addition to the City of Little Rock, Pulaski County, Arkansas, described as follows: Commencing at the Southeast Corner of said Lot 1, run thencq S 89°36'02" W along the South Line of said Lot 1 132.40 feet; thence N 00'23'58" W 33.50 feet to the Point of Beginning; thence continue N 00°23'58" W 70.0% thence S 89'36'02" W 70.0'; thence S 00°23'58" E 70.0'; thence N 89°36'02" E 70.0' to the Point of Beginning, containing 0.11 acres. DESCRIPTION OF 30' ACCESS & UTILITY EASEMENT: Part of Lot 1 and Lot to Trigon Addition to the City of Little Rock, Pulaski County, Arkansas, described as having boundaries 15.0' each side of a centerline described as follows: Commencing at the Southeast Corner of said Lot 1, run thence S 89°36'02" W along the South Line of said Lot 1 132.40 feet; thence N 00'23'58" W 103.5'; thence S 89'36'02" W 13.5 feet to the Point of Beginning of said centerline; thence along said centerline on a curve to the right having a radius of 26.80' and an arc distance of 43.31' (Chord N 45'53'49" E 38.75') to the Point of Tangency of said curve; thence S 87'48'48" E 59.23' to the Point of Curvature of a curve to the left having a radius of 29.65' and an ah: distance of 46.92' (Chord N 46'51'15" E 42.18') to the Point of Tangency of said curve; thence N 01'31'12" E 111.58' to the Point of Curvature of a curve to the right having a radius of 45.37 feet and an arc distance of 52.19' (Chord N 34'27'56" E 49.36') to the Point of Tangency of said curve; thence N 6725'11" E 40.36' to the West right of way of Sibley Hole Road and the Point of Termination of said 30' access and utility easement. SCALE: 1"=10' ON LEFT SIDE APPROX. 60 FEET FROM ENTRANCE. VICINITY MAP SERVICES LIST: 1. TELEPHONE ...........................SOUTHWESTERN BELL TELEPHONE d Y 5 \ 430 lie #1 SHACKLEFORD O LITTLE ROCK, ARKANSAS J (Y 1-800-270-3850 2. ELECTRIC ............ ................ ENTERGY 900 S. LOUISANA O S�PRO LITTLE ROCK, ARKANSAS 72202 J O� (501) 372-3900 2. WATER ............................LITTLE ROCK MUNICIPAL WATER WORKS RD' 221 E. CAPITOL U SITE LITTLE ROCK, ARKANSAS 72202 zo (501) 372-5161 2. SEWER ............................LITTLE ROCK WASTEWATER UTILTY J w 221 E. CAPITOL BASELINE RD 3� x BASELINE RD LITTLE ROCK, ARKANSAS 72202 (501) 376-2903 5 m o ce BEFORE YOU DIG ...... m 1-800-482-8998 "ARKANSAS ONE CALL" I 10 5 0 10 BAP, SCALE LANDLORD'S DESCRIPTION: THAT PART OF LOT 1 TRIGON ADDITION TO THE -CITY OF LITTLE' ROCK, PULASKI COUNTY, ARKANSAS. SITE DESCRIPTION: Part of Lot 1 Trigon Addition to the City of Little Rock, Pulaski County, Arkansas, described as follows: Commencing at the Southeast Corner of said Lot 1, run thencq S 89°36'02" W along the South Line of said Lot 1 132.40 feet; thence N 00'23'58" W 33.50 feet to the Point of Beginning; thence continue N 00°23'58" W 70.0% thence S 89'36'02" W 70.0'; thence S 00°23'58" E 70.0'; thence N 89°36'02" E 70.0' to the Point of Beginning, containing 0.11 acres. DESCRIPTION OF 30' ACCESS & UTILITY EASEMENT: Part of Lot 1 and Lot to Trigon Addition to the City of Little Rock, Pulaski County, Arkansas, described as having boundaries 15.0' each side of a centerline described as follows: Commencing at the Southeast Corner of said Lot 1, run thence S 89°36'02" W along the South Line of said Lot 1 132.40 feet; thence N 00'23'58" W 103.5'; thence S 89'36'02" W 13.5 feet to the Point of Beginning of said centerline; thence along said centerline on a curve to the right having a radius of 26.80' and an arc distance of 43.31' (Chord N 45'53'49" E 38.75') to the Point of Tangency of said curve; thence S 87'48'48" E 59.23' to the Point of Curvature of a curve to the left having a radius of 29.65' and an ah: distance of 46.92' (Chord N 46'51'15" E 42.18') to the Point of Tangency of said curve; thence N 01'31'12" E 111.58' to the Point of Curvature of a curve to the right having a radius of 45.37 feet and an arc distance of 52.19' (Chord N 34'27'56" E 49.36') to the Point of Tangency of said curve; thence N 6725'11" E 40.36' to the West right of way of Sibley Hole Road and the Point of Termination of said 30' access and utility easement. SCALE: 1"=10' SITE WILL BE ON LEFT SIDE APPROX. 60 FEET FROM ENTRANCE. VICINITY MAP d Y 5 \ 430 lie O J (Y O S�PRO J O� SIBLEY HOLE RD' U SITE ARKANSAS STATE zo HWY. N DEPT. J w BASELINE RD 3� x BASELINE RD 5 m o ce 430 N 30 Duo "`}P? SIBLEY HOLE RD. LA CK ZJ /J Z OTTER CREEK RD. MABELVAEL WEST RD. 30 MABELVAL SITE DIRECTIONS ON INTERSTATE 30 WEST FROM DOWNTOWN LITTLE ROCK, TAKE THE BASELINE ROAD, MABELVALE EXIT. AFTER EXITING GO 0.3 MILES TO BASELINE ROAD. TURN RIGHT ONTO BASELINE ROAD, ARK. STATE HIGHWAY DEPT. WILL BE ON RIGHT SIDE OF BASELINE ROAD. STAY ON BASELINE ROAD AND GO APPROX. 1.0 MILES TO SIBLEY HOLE ROAD. ROAD WILL BE ON RIGHT SIDE OF ROAD JUST BEFORE OVERPASS. TURN RIGHT ONTO SIBLEY HOLE ROAD AND GO 0.2 MILES TO TRIGON PLACE. TURN LEFT ONTO TRIGON PLACE AND APPROX 220 FEET AND TURN RIGHT INTO ENTRANCE SITE WILL BE ON LEFT SIDE APPROX. 60 FEET FROM ENTRANCE. LIGHT < POLE 1 , --------------------- FND. #3 REBAR- S 89°36'02" W ( / 70.0' D S 89°31'58" W 70.00' 8' WOOD FENCE -,1 GATES I` 4900.00 SO FT i�z w c A P R£LacPtcs% a 0.11 Ac ENI Fi Nr6 rrN« (':5" , f �� 10.0' �xl�>-� u)� ONC, X C. B. 3p o c"'ao Na BUILDING v �O1 fix' o" -r3 o�aa I �/ NJ`\ N goo n (n * 27.8' Lid.\ o o o 8" O w z / PIPE leE ��' \' - EXIS ING - ---------i r r• u - - `n _+ 15 E _LPOWER 1 / Irti -H �0) 14 � r� BOX 4 5 5' \�- -- ! 8' WOOD FENCE FND. #3 317 NfW REBAR P.0.B / I 1 I �UNpF N 89°36'02" E FND. 03 REBAR I p�k%RGROU F R N 70.0' (D) N 89°31'58" E I 1 70.00' 316 315 .._.._.___ _. - 314 - ;DSI SITE COORDINATES- "AR120" TRIGON/ALLTEL SITE DATUM: NAD -83 CL. OF EXISTING TOWER 34'40'20.99378" NORTH LATITUDE (153' MONOPOLE) 92'24'22.30349" WEST LONGITUDE GRND. 318.31' NGVD 1929 471.52 TOP OF ANT. (HIGHEST PT.) NGVD 1929 TOP OF TOWER 461.453' NGVD 1929 DATUM: NAD -83 NORTHWEST CORNER OF SITE 34740'21.49466" NORTH LATITUDE 92'24'22.54904" WEST LONGITUDE 316.68' NGVD 1929 DATUM: NAD -83 NORTHEAST CORNER OF SITE 34°40'21.47792" NORTH LATITUDE 92'24'21.71126" WEST LONGITUDE 317.26' NGVD 1929 DATUM: NAD -83 SOUTHEAST CORNER OF SITE 34740'20.78578" NORTH LATITUDE 92°24'21.73152" WEST LONGITUDE 316.18' NGVD 1929 DATUM: NAD -83 SOUTHWEST CORNER OF SITE 34'40'20.80251" NORTH LATITUDE 92'24'22.56930" WEST LONGITUDE 318.31' NGVD 1929 AS TAKEN FROM GPS OBSERVATIONS ON MARCH 14, 1997 1 HEREBY CERTIFY TO SOUTHWESTERN BELL MOBILE SYSTEMS, THAT THE LATITUDE, LONGITUDE, AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE FOLLOWING F.C.C. "1-A" TOLERANCES: HORIZONTAL- PLUS OR MINUS 15 FEET; VERTICAL- PLUS OR MINUS 3 FEET. NOTE: LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83). ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 1929). `p,U,uw n"•°q. °�G1STE ' ; `, STATE OF •'' ARKANSAS y Na 128 SIGNATURE rr•a ••..,� 0NAL nnuo,4 LA ` SURVEY PLAT OF: TRIGON/ALLTEL SITE (AR120) �apE HOPE ENGINEERS, Inca 406 W. South Street GrNEw Benton, Arkansas 72015 (501) 315-0786 FAX (501) 315-0700 313 FOR USE AND BENEFIT OF: - b Mr ----4---7-97 -312 - N_�\) T, SOUTHWESTERN BELL MOBILE SYSTEMS FACTUAL SURVEY TRIGON/ALLTEL SITE (AR120) I LEGEND - - - -- ` #1 TRIGON DRIVE 0 -Found iron pin - ` ` ` ` -" - - - - - - - - '` ©-Computed point LITTLE ROCK AR 72204 - ' - - - O -Set #5 RB/Pias. Cap 0 -Set #5 Rb/Num Cap DATE: MARCH 28, 1997 C.A.D. BY: M.M. REVISED: - �D�-Deeded M -Measured SCALE: 1"=30' DRAWING NUMBER: 97-122 SHEET 1 OF 1 P -Platted 1Y