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Home My WebLink AboutZ-3520-A Map 3LEuL"III 1. FIP = Found Iron Pin 2. SIP = Set Iron Pin 3. "X" = Found "X" in Conc. 4. WV = Water Valve 5. LB = Light Base 6. SB = Sign Base 7. FH = Fire Hydrant 8. MH = Manhole 9. EP = Edge of Pavement 10. TC = Top of Curb 11. G = Gutter 12. r'� = Guy Wire 13. W = Water Line 14. SS - Sanitary Sewer 15. G = Gas Line 16. -III- = Power Line 17. AP&L = Ark. Power & Light 18. SWB = Southwestern Bell Telephone 19. CTV = Cable T.V. Power Pole # Designation Lowest Wire Highest Wire 1 AP&L 124 SWB 21' AP&L 31' 2 AP&L LR 53 0 SPC 355 CTV 19' AP&L 29' 3 AP&L LR 53 P l t1 po�o \� SPC 335 SWB 19.5' AP&L 24.5' 4 AP&L LR 60 � Y SPC 12 3-45 SWB 21.5' AP&L 31.5' 5 AP&L/SWB 760 SWB 21 APYrL 31' 6 SWB 7611 7 AP&L SPP 45A 540 S'rIB 70. ,' AP&L 25' 11 T 11 STREET (60'R/ W) e o e 3 :n a IN 890 56' E 120.01 lay \ #`L —SFT_be �bn 9b�\—SS—q•c, a e� 0 3, CO N O 3 X ro I O b ti- C• P P 1 9 l P,7y� O 0 wEf o P l t1 po�o \� S89051 E 50.15' I.° � Y irvPl Lo ,\G4. 4 O I A ti ✓ a r, > I o` 5�0� d� �Z � 3 r R o P- 0b Qo"b n h 3 X ��p� a�O O 0 T - I, li o s x 1 C1 U .�c. ❑ QPP ti�1 UJ 110 W „I 2' li r4) _ V1 6Y(,b W A. 04' O Y ti G Gia 0, g� o� §'0 0 �4 S38� 15� W v,`b \ W 01 T �y 2 v IV 38�15'E 9060° — - N oya 25 (nYp ,tib �� d -P . / a a O `i��'\ U rync �/P4a ��0b v\ 0 03 'S\ ff - �s� (9' �L `L�P00 81?0 . 0 c Qj 0�O p yG IIT11 STREET Qc I I I I I I I I I I I I I 3J 2 I I I I I I I I I I I BI L 0 C iK 2 j I __--_L-----_1-___--__._ 20' ALLEY (CLOSED) 1 14 1 15 1 16 J q�Sq Ld q�F i I KEY TO LOT NUMBERS NOTE: UTILITY LOCATIONS ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE DETERMINED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION. PROPERTY DESCRIPTION Clots 1 & 2, part of Lots 3, 14, 15 & 16 AND the closed alley lying adjacent to Lots 1, 2 & 3 on the South and adjacent to Lots 14, 15 & 16 on the North, All in Block 2, Bellevue Addition to the City of Little Rock, Pulaski County, Arkansas i more particularly described as: Beginning at the Nor east corner of Lot 1, said Block 2 said corner being marked with an iron pipe; thence S 0 deg. 33 min. E along the East line of said Lot 1, the 'East right-of-way line -of said alley and the East line of Lot 16, said Block 2, 291.3 Ft. to iron pin on the Northerly right-of-way line of Arkansas State Highway No. 10, thence to the right with aninterior angle of 94 deg. 08 min. 20 sec., 385 deg. 18 min. 40 sec. W, along said Northerly right -o£ -way line, 8.2 ft, to an iron pin; thence to the right with an interior angle of 136 deg. 31 min. , N 51 deg. 12 min. 20 sec. W, and continuing along said Northerly right -o£ -way line, 20.0 ft, to a cross cut in concrete; thence to the right with an interior angle of 185 deg. 36 min., N56 deg. 48 min. 20 sec. W and continuing along said Northerly right-of-way line, 40.20 ft. to a cross cut in concrete; thence to the right with an interior angle of 264 deg. 56 min. 40 sec., S 38 deg. 15 min. W and continuing along said Northerly right-of- way line 2.5 ft. to a cross cut in concrete; thence to the right with an interior angle of 90 deg. 00 min., N 51 deg. 45 min. W and continuing along said Northerly right-of-way line, 20.0 ft. to a cross cut in concrete; thence to the right with an interior angle of 90 deg. 00 min., N 38 deg. 15 min. E and continuing along said Northerly right-of-way line 2.5 ft. to a cross cut in concrete; thence to the left with an interior angle of 270 deg. 00 min. , N 51 deg. 45 min. W, and continuing along said Northerly right-of-way line, 50.0 ft. to an iron pin; thence to the right with an interior angle of 270 deg. 00 min., S 38 deg. 15 min. W and continuing along saidNortherly right-of-way line, 2.50 ft. to an iron pin; thence to the right with an interior angle of 90 deg. 00 min., N 51 deg. 45 min. W and continuing along said Northerly right-of-way line 73.0 rt, to an iron Nin marking the intersection of said Northerly right-of-way line and the West line of Lot 14 said Block 2; thence to the right with an interior angle of 128 deg. 42 min, N 0 deg. 27 min. W along said West line of Lot 111, the West right-of-way line of said alley and the West line of Lot 3, said Block 2 70.7 ft. (Deed 70.3 ft.) to an iron pipe; thence tothe right with anint-eri or angle of 89 deg. 24 min, 5. H9 deg 51 min E, 50, 15 ft. to an iron pipe on the Hest line of Lot 2, said Block 2; thence to the left with an interior angle of 270 deg. 42 min. N 0 des'. 33 min. W, along said West line of Lot 2, 100.28 ft. to an iron pipe narking the Northwest corner thereof; thence to the right with an interior angle of 89 deg. 31 min., N 89 deg. 56 min. E along the North line of said Lot 2 and the North line of said Lot 1, 1200.ft, to the point of beginning, containing 35005 se. ft. or 0.8036 Acre more or less. I hereby certify that this survey, made on the ground under my supervision on May 10, 1985, correctly shows the property lines and relationship of buildings and other structures to the property lines and the land indicated hereon, that there are no encorachment of buildings, or structures onto said land except as shown. '4 --------------- ---- I's 49 Edward (; Smith EDWARD GERALD SPAITH wt GISIFRED LAND SURVEYOR STATE Ot ARKANSAS NO. 9 �ro�,.one I kOUNDAPY 5 TOPOGRAPHIC LSURVEY FOR EXXON COMPANY, USA BEING LOTS I &2, PART OF LOTS 3, 14, 15 & 16 AND THE CLOSED ALLEY LYING ADJACENT TO LOTS 112 &3 ON THE SOUTH & ADJACENT TO LOTS 14115 & 16 ON THE NORTH, ALL IN BLOCK 2, BELLEVUE ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS EDWARD G. SMITH & ASSOCIATES CONISULTING ENGINEERS– 401 VICTORY ST., LITTLE ROCK, ARKANSAS 2 4 3 o- e P A ti ✓ a r, > I o` 5�0� d� �Z � 3 r R o P- 0b Qo"b n h 3 X ��p� a�O O 0 T - I, li o s x 1 C1 U .�c. ❑ QPP ti�1 UJ 110 W „I 2' li r4) _ V1 6Y(,b W A. 04' O Y ti G Gia 0, g� o� §'0 0 �4 S38� 15� W v,`b \ W 01 T �y 2 v IV 38�15'E 9060° — - N oya 25 (nYp ,tib �� d -P . / a a O `i��'\ U rync �/P4a ��0b v\ 0 03 'S\ ff - �s� (9' �L `L�P00 81?0 . 0 c Qj 0�O p yG IIT11 STREET Qc I I I I I I I I I I I I I 3J 2 I I I I I I I I I I I BI L 0 C iK 2 j I __--_L-----_1-___--__._ 20' ALLEY (CLOSED) 1 14 1 15 1 16 J q�Sq Ld q�F i I KEY TO LOT NUMBERS NOTE: UTILITY LOCATIONS ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE DETERMINED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION. PROPERTY DESCRIPTION Clots 1 & 2, part of Lots 3, 14, 15 & 16 AND the closed alley lying adjacent to Lots 1, 2 & 3 on the South and adjacent to Lots 14, 15 & 16 on the North, All in Block 2, Bellevue Addition to the City of Little Rock, Pulaski County, Arkansas i more particularly described as: Beginning at the Nor east corner of Lot 1, said Block 2 said corner being marked with an iron pipe; thence S 0 deg. 33 min. E along the East line of said Lot 1, the 'East right-of-way line -of said alley and the East line of Lot 16, said Block 2, 291.3 Ft. to iron pin on the Northerly right-of-way line of Arkansas State Highway No. 10, thence to the right with aninterior angle of 94 deg. 08 min. 20 sec., 385 deg. 18 min. 40 sec. W, along said Northerly right -o£ -way line, 8.2 ft, to an iron pin; thence to the right with an interior angle of 136 deg. 31 min. , N 51 deg. 12 min. 20 sec. W, and continuing along said Northerly right -o£ -way line, 20.0 ft, to a cross cut in concrete; thence to the right with an interior angle of 185 deg. 36 min., N56 deg. 48 min. 20 sec. W and continuing along said Northerly right-of-way line, 40.20 ft. to a cross cut in concrete; thence to the right with an interior angle of 264 deg. 56 min. 40 sec., S 38 deg. 15 min. W and continuing along said Northerly right-of- way line 2.5 ft. to a cross cut in concrete; thence to the right with an interior angle of 90 deg. 00 min., N 51 deg. 45 min. W and continuing along said Northerly right-of-way line, 20.0 ft. to a cross cut in concrete; thence to the right with an interior angle of 90 deg. 00 min., N 38 deg. 15 min. E and continuing along said Northerly right-of-way line 2.5 ft. to a cross cut in concrete; thence to the left with an interior angle of 270 deg. 00 min. , N 51 deg. 45 min. W, and continuing along said Northerly right-of-way line, 50.0 ft. to an iron pin; thence to the right with an interior angle of 270 deg. 00 min., S 38 deg. 15 min. W and continuing along saidNortherly right-of-way line, 2.50 ft. to an iron pin; thence to the right with an interior angle of 90 deg. 00 min., N 51 deg. 45 min. W and continuing along said Northerly right-of-way line 73.0 rt, to an iron Nin marking the intersection of said Northerly right-of-way line and the West line of Lot 14 said Block 2; thence to the right with an interior angle of 128 deg. 42 min, N 0 deg. 27 min. W along said West line of Lot 111, the West right-of-way line of said alley and the West line of Lot 3, said Block 2 70.7 ft. (Deed 70.3 ft.) to an iron pipe; thence tothe right with anint-eri or angle of 89 deg. 24 min, 5. H9 deg 51 min E, 50, 15 ft. to an iron pipe on the Hest line of Lot 2, said Block 2; thence to the left with an interior angle of 270 deg. 42 min. N 0 des'. 33 min. W, along said West line of Lot 2, 100.28 ft. to an iron pipe narking the Northwest corner thereof; thence to the right with an interior angle of 89 deg. 31 min., N 89 deg. 56 min. E along the North line of said Lot 2 and the North line of said Lot 1, 1200.ft, to the point of beginning, containing 35005 se. ft. or 0.8036 Acre more or less. I hereby certify that this survey, made on the ground under my supervision on May 10, 1985, correctly shows the property lines and relationship of buildings and other structures to the property lines and the land indicated hereon, that there are no encorachment of buildings, or structures onto said land except as shown. '4 --------------- ---- I's 49 Edward (; Smith EDWARD GERALD SPAITH wt GISIFRED LAND SURVEYOR STATE Ot ARKANSAS NO. 9 �ro�,.one I kOUNDAPY 5 TOPOGRAPHIC LSURVEY FOR EXXON COMPANY, USA BEING LOTS I &2, PART OF LOTS 3, 14, 15 & 16 AND THE CLOSED ALLEY LYING ADJACENT TO LOTS 112 &3 ON THE SOUTH & ADJACENT TO LOTS 14115 & 16 ON THE NORTH, ALL IN BLOCK 2, BELLEVUE ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS EDWARD G. SMITH & ASSOCIATES CONISULTING ENGINEERS– 401 VICTORY ST., LITTLE ROCK, ARKANSAS 2