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HomeMy WebLinkAboutZ-6323-M Map 2LEGEND --. fence j handicap parknr; I �1 handicap ramp fire hydrant pr water valve & water meter L^_! rpz valve ---w— water main O power pole --- --- overhead power light pole electric box T guy wire ss rnh sanitary sewer manhole ED grate inlet —drainage \` cmp corrugated metal pipe rep re concrete p=oe c gas meter ; \. 0 telephone riser �\ s tv riser (TLj standard parking spaces \ , I v \ DEVELOPER WILL MODIFY EXISTING TRAFFIC SIGNAL •,� AS REQUIRED 1 PROMENADE AT C_HE NAL i PROMENADE AT CHENAL "- ( 11h, V curb inlet \ PROPOSED RIGF'f \ \ d \\ ACCESS & UTILITY EASEMENT TO BE RECORDED IN CONJUNCTION WITH THE FINAL PLAT FOR LOT 7 Lot 6 REFERENCING THE SHARED DRIVFVAY. (UNRECORDED] / yN EXISTING UTILITIES TO BE RELOCATED sA �A 6" k ss mh \ �F w ou Inlet \ Qom, 6" oak \�\ 1 J R199� 0" CDS3 ' 6'32"E ., LC21.7 Scale 1 " = 30 ft LOT 7 (UNRECORDED) 30 PART OF SECTION 36, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERMOST CORNER OF LOT 8A, THE VILLAGE AT RAHLING ROAD, LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF RAHLING CIRCLE; THENCE S58"23'14"W ALONG THE NORTHERLY LINE OF SAID LOT EA, EXTENDED 289.74 Fr.; THENCE N31.38'39"W, 254.84 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 80.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BE0NG AND DISTANCE OF N51'42'40"E, 13.51 FT.; THENCE N562"i'21"E, 270.15 FT. TO A POINT ON 'THE SAID WESTERLY RIGHT-OF-WAY LINE OF RAHLING CIRCLE; THENCE S31.38'53"E ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 235.46 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 199.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARINING AND DISTANCE OF S34.46'32"E, 21.72 FT. TO THE POINT OF BEGINNING, CONTAINING 74,170 SQ. Fr. OR 1.7027 ACRES MORE OR LESS. 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. THIS SURVEY IS SUBJECT TO A CURRENT TITLE SEARCH, EASEMENTS (RECORDED OR UNRECORDED), RIGHTS -OF -WAY, BUILDING SET BACK LINES OR ANY OTHER SUBDIVISION OR LAND USE REGULATION. 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. ............ 4yGISTc.��� •.,` • r• S1ATE 01; ARKANSAS •; Paul M. White, PLS #1281 AR a NO. 128I N G e v SIGNATI;d,- . L �.rao ... SYVOPSIS' Owneeyedo�ver.- Land Area = 74, f70 sq ft Deltic Timber Corporation Bldg Area = 16, f40 sq ft 7 Chenal Club Cr. Covered Deck = f, 760 sq ft Little Rock, AR 72223 Parking 4,aces Provided = 78 Pharze (501) B2f-5555 Parking Spaces Required = 45 Parking Ratio = 4.36 TURN LANE V �� y� \ GENERAL NOTES: ARKANSAS STATE PLANE COORDINATES 1. HOURS OF OPERATION = 6:00 AM - 2:00 AM, 7 DAYS A WEEK _NORTH ZONE MONUMENT 2. ANY SIGNAGE WILL MEET CITY OF LR ORDINANCES & THE ARCHITECTURAL o DESIGN ELEMENTS OF 'THE VILLAGE OF RAHLING ROAD", NOT TO EXCEED SIX FEET N N 158562 59E 1175528.37 FND. CONC. NAIL (P/K) IN HEIGHT AND FOURTY SQUARE FEET IN AREA. 2 N 158410.72 . 3. THIS LOT WILL BE FINAL PLATTED PRIOR TO OBTAINING A BUILDING PERMIT. Q E 1175281.63 SIP 4. ALL SIGHT LIGHTING WILL BE LOW-LEVEL & DIRECTED AWAY FROM ADJACENT PROPERTY. \ 0 Q_ N 158627.67 E 1175147.93 SIP 5. MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35' IN HEIGHT. \ ® N 158639 14 ` _E 1175162.46 SIP _ 6. FRONT BLDG SET -BACK (12') SHALL BE USED FOR UTILITY AND PEDESTRIAN ACCESS EASEMENT. N 15878087___E 1175392.44 SET _CONC. NAIL (P/K) © N 158580.43 E 1175515.98 FND. CONC. NAIL (P/K) \\ SIP- SET 1/2' IRON PIN w/CAP 1261 PLANNED COMMERCIAL DEVELOPMENT 9-30-09 �\ \ Revised 7-8-09 a � \\ \ \ \ © WHITE-DATERS &ASSO+CIATES, iNc. The Village at Rahling Road Date 6-15-08 \ \ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING L 0 T 7 Hor. Vert. 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Scale Sheet of Survey By: Drawn By: Checked Hy: Approved By: Little Rock, Arkansas Job No. 09-271 T