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HomeMy WebLinkAboutZ-4923-E Map 2CL W D- LJ Z N Q O O W o I ­__O � O 10 cr,O w Z LJ f- H 0_ N <z a- — W I SHACKLEFORD CROSSING, LLC LOT C SHACKLEFORD CROSSING ADDITION 7nNINJr• Prn LANDSC� BUFFER HEAV� DUTY ASPHALT PAVE4ENT (DRIVE AISLE) I REGULAR DulTy PAVEMENT (-ARK NG STAI) I II I I I I G" CONC. CURB E I IGUTTEK Fyp ) I I I I I I I I I I I LIGHT PdLE, RE: MEP PLAT 5 I r� I CONC.IFLUME, RE: GRADING PLAN I I I n 3' I I I r 12 � LIGHT POLE, RE: MEP — — — — — — — — — — — . _ PLANS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _�������_ TRAFFIC FLOW ARROW GRADICONCNG FLUME, RE: N87'41'26"W "��- 5TR_ FINE GRADING PIAN ��—�4� O� �_��__ LIGHT POLE, RE: MEP � SHACKLEFORD CROSSING, LLC PLANS UIle STOP 51GN(TYPICAL) LOT 7—A o SHACKLEFORD CROSSING ADDITION 5 m ZONING: PCD GENERAL 51TE PLAN NOTES: 1. REMOVE ALL VEGETATION AND TOP501L FROM BUILDING FOOTPRINT AND STORE FOR LATER USE. REGRADE AND FURNISH ADDITIONAL TOPSOIL AS REQUIRED. SEED AND STRAW ALL AREAS DISTURBED BY CONSTRUCTION. 2. SLOPE FINISH GRADES, SIDEWALKS, AND PAVING AWAY FROM BUILDING FOR POSITIVE DRAINAGE. 3. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, GRADES, AND DIMENSIONS ON 51TE AND REPORT ALL MAJOR DISCREPANCIES TO ARCHITECT. 4. REMOVE ALL ITEMS AS NOTED. PROTECT ALL EXISTING ITEMS, STRUCTURES TO REMAIN. 5. ALL CONSTRUCTION SHALL CONFORM TO THE CIT" OF LITTLE ROCK REGULATIONS. G. ALL COSTS ASSOCIATED WITH UTILITY CONNECTIONS SHOWN SHALL BE INCLUDED IN BASE BID. COORDINATE WITH LOCAL UTILITY COMPANY. 7. ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO THE FACE OF CURB, FACE OF BUILDING OR CENTERLINE OF STRIPE. 8. REFER TO PROJECT DETAIL SHEET G FOR REGULAR DUTY ASPHALT, HEAVY DUN ASPHALT, AND CONCRETE PAVING DETAILS. 9. ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES SHALL RECEIVE HANDICAP PAVEMENT MARKINGS, AND SHALL BE IN ACCORDANCE WITH ADA STANDARDS OR THE CITY OF LITTLE ROCK REGULATIONS, WHICHEVER 15 MORE RESTRICTIVE. REFER TO DETAIL SHEETS G. 10. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS OF THE BUILDING. 1 1. PAINTED TRAFFIC ARROWS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS. 12. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR THE CIN OF LITTLE ROCK STANDARDS, WHICHEVER 15 MORE RESTRICTIVE. REFER TO DETAIL SHEET G. LEGAL DESCRIPTION LOT 80P THE SHACKLEFORD CROSSING ADDITION, AS SHOWN ON THE FINAL PLAT OF LOTS C, G, 7A, 7B, 8 t TRACT A FOR SHACKLEFORD CROSSING ADDITION TO THE CITY OF LITTLE ROCK, SAID ADDITION BEING A PART OF THE SE j OF SECTION 9 AND PART OF THE NEJ CF SECTION I G, ALL IN TOWNSHIP I NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. PROF!RTY NOTES: 1. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THESE PLANS, THI5 51TE PLAN DOES NOT fURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUB_ -'CT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VSBF AT THE TIME OF MAKING OF THI5 SURVEY, BUILDING SETBACK LINES, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE COMMITMENT MAY DISCLOSE. 2. BE4 RINGS ARE BASED ON STATE PLANE COORDINATES AS PER PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM. 3. Ttc PROPERTY SHOWN HEREON 15 LOCATED WITHIN THE CITY LIMMITS OF LITTLE ROCK, ARKA45A5 AND 15 ZONED PGD (PLANNED COMMERCIAL DEVELOPMENT). THE FRONT, SIDE, AND MAR LANDSCAPE BUFFER REGULATIONS ARE AS FOLLOWS: FRONT: 9' LANDSCAPE BUFFER INTEROP SIDE: 9' LANDSCAPE BUFFER EXTEF.IOR 51DE: 9' LANDSCAPE BUFFER REAR 30' LANDSCAPE BUFFER FLOOD CERTIFICATION BASE) ON A SCALED MAP LOCATION AND GRAPHIC PLATTING ONLY, THE PROPERTY SHOWN HEREDN 15 IN FLOOD ZONE X, WHICH 15 NOT IN THE DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO FLOOD INSURANCE RATE MAP, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, COMMUNITY PANEL NUMBER 0501510082 F, MAP REVISED OCTOBER 19, 2001. SITE COVERAGE CALCULATION SITE: ±3.54 ACRES 517E COVERAGE: t I .57 ACRES GREEN SPACE: ± 1.97 ACRES (SG%a) DEVELOPER: CHRIS WHITT C5K HOTELS 4320 INDUSTRIAL DRIVE FORT SMITH, AR 7291 G (479) G49-6909 TELEPHONE ARCHITECT: PELLHAM PHILLIPS ARCHITECTS ENGINEERS I I 1 1 S. GLENSTONE, SUITE 3. 100 SPRINGFIELD, MO 65804 (417) 8G5-1 G72 TELEPHONE ENGINEER: GRAY ROCK CONSULTING, INC. 1800 SOUTH 52ND STREET, SUITE 400 ROGERS, ARKANSAS 72758 (479) G33-8330 TELEPHONE SURVEYOR: TODD A. SHETTLES PROFESSIONAL LAND SURVEYOR ARKANSAS NO. 1 527 2200 NORTH RODNEY PARHAM RD. LITTLE ROCK, ARKANSAS 7221 2 (501) 221-7880 TELEPHONE \— STOP BAR (TYPICAL) STOP SIGN (TYPICAL) BAR (TYPICAL) 5AW-CUT 53 L.F. OF EXISTING CURB d GUTTER EXISTING LEGEND N O U) HEAVY DUTY ASPHALT PAVEMENT (DRIVE A15LE5) 5AW-CUT 53 L. F. OF EXISTING CURB d GUTTER �Q'VE `moi I SiYrcp, -TEa, �ir't,TEr pF` 4! N v 4 fiE>ISTE.RED ® PROFESSIONAL ENGINEER '^may No. 11426 RaS I<) I 479.G49.G917 F 4320 Indu5tnal Drive Fort Smith, AR 72916 0 20 40 SCALE : 1" = 20 FEET Marriott Towne Place Suites Little Rock Arkansas GRAY ROCK CONSULTING, INC. Ovi1 Engineering and Landscape Arcitecture Services 1800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax JOB NO. P L L( 11 A Dila 07-217 I,a ) ( t L L ( (' S DA TE SHEE 7-3-08 2 of AOI) SITE PLAN 0 FOUND REBAR/PIPE (AS NOTED) . FOUND RIGHT—OF—WAY (AS NOTED) --� 0 SET 1/2" REBAR W/CAP, LS 1370 0 STORM SEWER MANHOLE SANITARY SEWER MANHOLE j FIRE HYDRANT © WATER VALVE I UTILITY POLE W/GUY 1 x UTILITY POLE I ^v LIGHT POLE SINGLE UGHT I SIGN POST MA WATER UNE — SS SS— SANITARY SEWER LINE — OH OH OVERHEAD LINE -- -- PROPERTY UNE ------- RIGHT—OF—WAY UNE � I EASEMENT LINE 5'x 13.33' DUMPSTER — — ENCLOSURE, RE: ARCM CONTOUR LINE I SPOT ELEVATION x1`LSOoo I1 N\F NOW OR FORMERLY I 1 PROPOSED LEGEND W CONC. CURB E GUTTER (IYP.) . �`---^ �•... � CONCRETE PAVING LANDSCAPE HEAVY DU I`1 BUFFER I "�'�'''�" - PA ASPHALT PAVING f I� CONCREFE CURB f GUTTER 00 IN O PROP05ED PARKING SPACES REGULAR DUTY ASPHALT PAVEMENT (PARKING STALLS) O N O U) HEAVY DUTY ASPHALT PAVEMENT (DRIVE A15LE5) 5AW-CUT 53 L. F. OF EXISTING CURB d GUTTER �Q'VE `moi I SiYrcp, -TEa, �ir't,TEr pF` 4! N v 4 fiE>ISTE.RED ® PROFESSIONAL ENGINEER '^may No. 11426 RaS I<) I 479.G49.G917 F 4320 Indu5tnal Drive Fort Smith, AR 72916 0 20 40 SCALE : 1" = 20 FEET Marriott Towne Place Suites Little Rock Arkansas GRAY ROCK CONSULTING, INC. Ovi1 Engineering and Landscape Arcitecture Services 1800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax JOB NO. P L L( 11 A Dila 07-217 I,a ) ( t L L ( (' S DA TE SHEE 7-3-08 2 of AOI) SITE PLAN