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Home My WebLink AboutZ-7605-B Map 7LEGAL DESCRIPTION O� a� �oP n S.gn 55' ROW TO BE DEDICATED 5 pUA6pn 0 0� C/ p \ DEVELOPER TO CONSTRUCT 5' WIDE WALK ®Small Tree O//Tr 4�uffer �rp,noge os MOrker S 4hp ee `�e9u'uror w o/ 9ht A�- O'_�Uilding � III "`777 J Tree I I Y yLu / o a) r7 T J I I LOT 1' h O- N <; m CHENONCEAa-COMMERCIAL/ N � a ghf a I I �o S Plat Book E, pg. 531 00 ee \ O al - \ o r7 _ - 36' SEMENT I I (;%iiiiii'Ir-MENT it 0� I SYNOPSIS: LOT AREA I 1 CONCRETE i i i I r 2 0.27 AC Q l i is PER AHTD REQUIREMENTS DUMPSTER AD LOCATION I �� c 5 SCREENE ON 3 IDES 6 0.39 AC SITE LOTW MAXIMUM SIZE MONUMENT SIGN LANDSCAPE CHENONCEAU J MMERCIAL00 in 4 a M Plat Book G, �g. 836 PUBLIC CD (8'X10') Plans of work within the right-of-way will be submitted. PART OF THE SE1/4 OF SECTION 14, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS, LYING SOUTH OF ARKANSAS STATE HWY. # 10 MORE. PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 42, BLOCK 1, CHEVAUX COURT, PHASE 4, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EAST LINE OF LOT 2, CHENONCEAU COMMERCIAL SUBDIVISION, LITTLE ROCK, ARKANSAS; THENCE NOO'58' 15"E ALONG SAID EAST LINE OF LOT 2, 163.79 FT. TO THE NORTHEAST CORNER OF SAID LOT 2; THENCE S89042'29"E ALONG THE SOUTH LINE OF LOT 1, SAID CHENONCEAU COMMERCIAL SUBDIVISION, 54.80 FT, TO THE SOUTHEAST CORNER THEREOF; THENCE NO2058'36"E ALONG THE EAST LINE OF SAID LOT 1, 305.37 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. # 10; THENCE S72046'11"E ALONG SAID SOUTH RIGHT--OF-WAY LINE, 309.19 FT.; THENCE S60° 19'39"E CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 26.00 FT.; THENCE S00°59'17"W, 369.33 FT. TO THE NORTHEAST CORNER OF LOT 45, BLOCK 1, SAID CHEVAUX COURT, PHASE 4; THENCE N89°12'47"W ALONG THE NORTH LINE OF SAID BLOCK 1, 385.00 FT. TO THE POINT OF BEGINNING, CONTAINING 147,262 SQ. FT. OR 3.3807 ACRES MORE OR LESS. V i �N Conduit Tur I �e� Fie P Ode 4 � fr. %c n �� - as WSJ • � (� L I 12 o Ti ;2 l 7 FI -1 30 0 30 90 ScoJe 1" = 30 Ft SYNOPSIS: LOT AREA in 1 CONCRETE _ 2 0.27 AC E PER AHTD REQUIREMENTS 4 0.54 AC 5 0.34 AC 6 0.39 AC SITE AREA MAXIMUM SIZE MONUMENT SIGN LANDSCAPE OPEN SPACE 1.00 AC Lid T ALLOWED BY HIGHWAY 10 OVERLAY PUBLIC WORKS NOTES REQUIREMENTS (8'X10') Plans of work within the right-of-way will be submitted. U 2. Stormwater detention ordinance does apply to this property. 3. A grading plan will be provided and a grading permit 3 z 84 will be obtained if required. ' 4. Sidewalks and handicap ramps will conform to "MSP" & -25�T4�, vV ,TW -307'. -- Any damages to curb, gutter or sidewalk in the right-of- _ 6. Street improvement plans shall include signage and striping. _CV 7. Developer shall obtain all applicable permits from AHTD. POINT OF BEC�NING 309 Developer shall dedicate right-of-way to 55' from centerline. �\ ` N I 10. / 25' 42 1 c� Y U m � I V i �N Conduit Tur I �e� Fie P Ode 4 � fr. %c n �� - as WSJ • � (� L I 12 o Ti ;2 l 7 FI -1 30 0 30 90 ScoJe 1" = 30 Ft o, M S_ m 1 ;n 15 29' - 164' \\ 0 12' O Ln L \ 00 7 \ 0' 0 - \ 164' x,104' -154' 'T `9 EMENT 12 CD C) L OT 5 2 ' Bldg. Line 84' N 9'J/2'47'1"N_' 43 BLOCK 1 \ CHEVAUX COURT Plot Book G, pg. 435 ZONED R-2 0 U) 0 LOT �n n SITE SYNOPSIS: LOT AREA in 1 CONCRETE DRIVEWAY TURNOUT AS 2 0.27 AC 4 PER AHTD REQUIREMENTS 4 0.54 AC 5 0.34 AC 6 0.39 AC SITE AREA MAXIMUM SIZE MONUMENT SIGN LANDSCAPE OPEN SPACE 1.00 AC PARKING SPACES 122 ALLOWED BY HIGHWAY 10 OVERLAY PUBLIC WORKS NOTES REQUIREMENTS (8'X10') Plans of work within the right-of-way will be submitted. U 2. Stormwater detention ordinance does apply to this property. 3. A grading plan will be provided and a grading permit 3 z O will be obtained if required. ' 4. Sidewalks and handicap ramps will conform to "MSP" & -25�T4�, vV current ADA standards. 5. Any damages to curb, gutter or sidewalk in the right-of- way will be repaired or replaced. 6. Street improvement plans shall include signage and striping. 7. Developer shall obtain all applicable permits from AHTD. 8. Developer shall dedicate right-of-way to 55' from centerline. �\ 9. w I 10. Possible uses are bank & general/professional offices. 25' 1 c� Y U m o / o, M S_ m 1 ;n 15 29' - 164' \\ 0 12' O Ln L \ 00 7 \ 0' 0 - \ 164' x,104' -154' 'T `9 EMENT 12 CD C) L OT 5 2 ' Bldg. Line 84' N 9'J/2'47'1"N_' 43 BLOCK 1 \ CHEVAUX COURT Plot Book G, pg. 435 ZONED R-2 0 U) 0 LOT �n n SITE SYNOPSIS: LOT AREA in 1 1.55 AC 2 0.27 AC 3 0.24 AC 4 0.54 AC 5 0.34 AC 6 0.39 AC SITE AREA 3.38 AC BUILDING COVERAGE 23,200 SF LANDSCAPE OPEN SPACE 1.00 AC PARKING SPACES 122 M GENERAL NOTES in 1. All site lighting will be low-level and directed away from CD adjacent property. C3 2. Building Height not to exceed the 0-3 requirement of 45'. In 3. Development will utilize City Garbage pick-up at street. -� C\� 4. Construction of the common driveway shall occur with adjacent development. rt� V PUBLIC WORKS NOTES 1. Plans of work within the right-of-way will be submitted. U 2. Stormwater detention ordinance does apply to this property. 3. A grading plan will be provided and a grading permit 3 z O will be obtained if required. ' 4. Sidewalks and handicap ramps will conform to "MSP" & -25�T4�, vV current ADA standards. 5. Any damages to curb, gutter or sidewalk in the right-of- way will be repaired or replaced. 6. Street improvement plans shall include signage and striping. 7. Developer shall obtain all applicable permits from AHTD. 8. Developer shall dedicate right-of-way to 55' from centerline. -2 9. Hours of operation 6 AM - 8 PM. I 10. Possible uses are bank & general/professional offices. 44 if iSTA I yr ti 4S SAS _ t N .128; O S A L LAZ•Sp...•r •••.I..N.NNN.•..••• © WHITE -DA TERS & ASSOCIATES, INC. O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Survey By: Drawn By: Cl.ecked By: Approved By I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. (FIRM Commugity)Ponel # 050181 0037 F, Oct. 19, 2001) Paul M. White, PLS #1281 AR 7 L®TS 1 - 6 CHEVAUX PCD LITTLE ROCK, ARKANSAS Revised Date 6-26-06 Hor. Vert. Scale k30' Sheet of Job No.