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HomeMy WebLinkAboutZ-4923-E Map 3a_ 2 In 0_ Ld Z F-• Of N Q 0) O W O O O 10 OO W Z Z (n Q Z O_ — W N N N N O Z I SHACKLEFORD CROSSING, LLC I LOT C �__+_CROSSINGSHACKLEFORD ADDITION ��� �nnlinin. nen s ND5CAPE —'II LA BUFFER 0.8 " HEAVti DUTY ASPHALT PAVEMENT (DRIVE AI5LE n) III REGULAR D lTY ASPHALT PAVEMENT OARKING 5TALi II G" CONC. CURB *J GUTri (TYP.) I I I � LIGHT PIIdLE, RE: MEP PLAJJS II w CONC. IFLUME, RE: GRAIDING PLAN I n c I -------------- LIGHT POLE, RE: MEP PLAN5 CONC. FLUME, RE: GRADING PLAN GENERAL SITE PLAN NOTES: 1. REMOVE ALL VEGETATION AND TOPSOIL 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 CITY OF LITTLE ROCK REGULATIONS. G. ALL COST5 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 DUTY ASPHALT, AND CONCRETE PAVING DETAILS. 9. ALL PARKING 5PACE5 INDICATED AS HANDICAPPED SPACES SHALL RECEIVE HANDICAP PAVEMENT MARKINGS, AND SHALL BE IN ACCORDANCE WITH ADA 5TANDARD5 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 ARROW5 SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STANDARDS. 12. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR THE CITY OF LITTLE ROCK STANDARDS, WHICHEVER IS MORE RESTRICTIVE REFER TO DETAIL SHEET G. LEGAL DESCRIPTION: mumum -- mum N87°41 SHACKLEFORD CROSSING, LLC LOT 7-A SHACKLEFORD CROSSING ADDITION ZONING: PCD LOT 2 OF THE SHACKLEFORD CROSSING ADDITION, AS SHOWN ON THE FINAL PLAT OF LOTS C, G, 7A, 75, 8 8 TRACT A FOR 511ACKLEFORD CROSSING ADDITION TO THE CITY OF LITTLE ROCK, SAID ADDITION BEING A PART OF THE 5E 4 OF SECTION 9 AND PART OF THE NE4 OF SECTION I G, ALL IN TOWNSHIP I NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS. PROPERTY NOTES: 1. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THESE PLANS, THI5 SITE PLAN DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE V,S;51-E AT THE TIME OF MAKING OF THIS 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. BEARINGS ARE BASED ON STATE PLANE COORDINATES AS PER PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM. 3. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE CITY LIMMIT5 OF LITTLE ROCK, ARKANSAS AND 15 ZONED PCD (PLANNED COMMERCIAL DEVELOPMENT). THE FRONT, SIDE, AND REAR LANDSCAPE BUFFER REGULATIONS ARE AS FOLLOWS: FRONT: 9' LANDSCAPE BUFFER INTEKOK SIDE: 9' LANDSCAPE BUFFER EXTERIOR SIDE: 9' LANDSCAPE BUFFER REAR: 30' LANDSCAPE BUFFER FLOOD CERTIFICATION BASED ON A SCALED MAP LOCATION AND GRAPHIC PLATTING ONLY, THE PROPERTY SHOWN HEREON IS 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. LIGHT POLE, RE: MEP 406.19 PLANS 51TE COVERAGE CALCULATION: 51TE: ±3.54 ACRES 51TE COVERAGE: ± 1.57 ACRES GREEN SPACE: ± 1.97 ACRES (5G%) DEVELOPER: CHRI5 WHITT CSK HOTELS 4320 INDUSTRIAL DRIVE FORT SMITH, AR 7291 G (479) G49-6909 TELEPHONE ARCHITECT: PELLHAM PHILLIPS ARCHITECTS ENGINEERS I I 115. GLEN5TONE, SUITE 3. 100 SPRINGFIELD, MO 65804 (417) 865-1 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. 1527 2200 NORTH RODNEY PARHAM RD. LITTLE ROCK, ARKANSAS 7221 2 (501) 221-7880 TELEPHONE Q� u� o� !A I I TRAFFIC FLOW ARROW STRIPING STOP SIGN (TYPICAL) STOP SIGN (TYPICAL) STOP BAR (TYPICAL) SAW -CUT 53 L.F. OF EXISTING CURB 6 x,50' GUTTER 15' x 1 3.33' DUMP5TER FNCL05[JRE, RE; ARC- 1.IAN5 G" CONC. CURB # GUTTER (fl'P.) LANDSCAPE BUFFER O N 00 O 00 N O 0 REGULAR DUTY A5�PHALT PAVEMENT (BARKING STALLS) HEAVY DUTY ASPHALT PAVEMENT (DRIVE AISLES) 5AW-CUT 53 L.F. OF EXISTING CURB # GUTTER PLANNING COMrAISSIC JILN o,7�_.'ED, SUBJECTTO THE CONDITIONS E� IN THE PLANNiN MI SION =CORD DATED E', L - TE j 2 -q1AR --t ORE EXISTING LEGEND 0 FOUND REBAR/PIPE (AS NOTED) . FOUND RIGHT–OF–WAY (AS NOTED) 0 SET 1/2" REBAR W/CAP, LS 1370 + ® STORM SEWER MANHOLE SANITARY SEWER MANHOLE FIRE HYDRANT © WATER VALVE UTILITY POLE W/GUY x UTILITY POLE LIGHT POLE SINGLE LIGHT SIGN POST -A WATER LINE — SS SS— SANITARY SEWER LINE — OH OH OVERHEAD LINE -- -- PROPERTY LINE ------- RIGHT–OF–WAY LINE — — EASEMENT LINE — y�g CONTOUR LINE SPOT ELEVATION N\F NOW OR FORMERLY PROPOSED LEGEND CONCRETE PAVING HEAVY DUTY A57riALT PAVING CONCRETE CURB E GUTTER PROPOSED PARKING SPACES ° � s PROFESSIONAL E N G 1 NFFR y` h10. 11426 O 43� S 479.G49.G917 ®®Sd 4320 Industrial Drive Fort Smith, AR 7291 G 0 20 40 SCALE : 1" = 20 FEET REVISIONS Marriott Towne Place Suites Little Kock. Arkansas GRAY ROCK CONSULTING, INC. Crod Engineering and Landscape Arcitecture 5ervlce5 1 800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax JUG! Nu. (( 1i A N1 07-217 ))' )) DATE "M A�'i V+ SHEET N0. �� iii{54 fn 7-3-08 20f 7 SITE PLAN