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HomeMy WebLinkAboutZ-4923-E Map 1OL_ N CC W Of N Q O W O �o ]� O J O V) 0_ Z W z H N Q Z_ Q W SHACKLEFORD CROSSING, LLC LOT C SHACKLEFORD CROSSING ADDITION ZONING: PCD 525.32' -- 41'14"` -------( -------- '--�- --- 5m — — — — — — — — — — — — — — I — — — I — — — — — — — — — — — I MODULAR BLOCK RETAINING I I WALL, RE: GRADING PLAN I � I MECHANICAL EgUIPMENT MODULAR BLOCK ELECTRICAL TRANSFORMER ENCLOSURE RETAINING WALL, RE: CONE. PAD AND ENCL05URE I E5MT UMP5TER AD CRETE DING PLAN .. D N T 5. CQ2N<rI>;tTE`IDEVfgl.l%- ..: REINFORCE CON D P _ ' j /ii/ 5 CONCRETE 5fDElkALF' I LIGHT POUT, RE: MEP LANS ;• s, I I i. -- ��I i LAND5CAPF - I BUFFER 70. HEAV1 DUTY ASPHALT PAVE4ENT (DRIVE AISLE51) I I REGULAR D UITY ASPHALT I I a PAVEMENT II'ARKING STALL) I I I I G" CONC. CURB 4IGUTTER (TTP.) I I I I I I I I I I LIGHT PO��I'LE, RE: MEP p I I I N I CONC.IFLUME, RE: GRAIDING PLAN I 3 I I N L--- {-----� -- .CONCRE 7E-91DEWALK.v r CUTTER_ _ 5' / ... Z /-3.08 g' N7- w 41 r-- _.. a.. 26 O 12 N IIj STOP BAR (TYPICAL) (TYPICAL) POLE, RE: MEP PLANS CONC. FLUME, RE: GRADING PLAN GENERAL SITE PLAN NOTE5: 1. REMOVE ALL VEGETATION AND TOP501L FROM BUILDING FOOTPRINT AND 5-1 ORE FOR LATER USE. REGRADE AND FURNISH ADDITIONAL TOPSOIL A5 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 SITE AND REPORT ALL MAJOR DISCREPANCIES TO ARCHITECT. 4. REMOVE ALL ITEMS A5 NOTED. PROTECT ALL EXISTING ITEMS, STRUCTURES TO REMAIN 5. ALL CONSTRUCTION SHALL CONFORM TO THE CITY 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 DUTY 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 5TANDARD5 OR THE CITY OF LITTLE ROCK REGULATIONS, WHICHEVER IS MORE RESTRICTIVE. DEFER 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 CITY OF LITTLE ROCK 5TANDARD5, WHICHEVER 15 MORE RESTRICTIVE. REFER TO DETAIL SHEET G. N87'41'26 SHACKLEFORD CROSSING, LLC LOT 7—A SHACKLEFORD CROSSING ADDITION ZONING: PCD LEGAL DE5CRIPTION LOT b OF THE 5HACKLEFORD CP0551NG ADDITION, AS SHOWN ON THE FINAL PLAT OF LOT° C, G, 7A, 713, 8 4 TRACT A FOR SHACKLEFORD CROSSING ADDITION TO THE CITY TDF LITTLE ROCK, SAID ADDITION BEING A PART OF THE SE } OF SECTION 9 AND PART OF THE NE* OF SECTION I G, ALL IN TOWNSHIP I NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULA5KI COUNTY, ARKANSAS. PROPERTY NOTES I. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THESE PLANS, THIS 51TE PLAN DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN P055113L.E EASEMENTS WHICH WERE V151tif AT THE TIME OF MAKING OF THI5 SURVEY, BUILDING SETBACK LINES, RESTRICTIVE CO\f_NANT5, SUBDIVISION RESTRICTIONS, OR OTHER LAND -USE REGULATIONS, AND ANY OTHER FACT5 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. "HE PROPERTY SHOWN HEREON 15 LOCATED WITHIN THE CITY UMMITS OF LITTLE ROCK, ARKANSAS AND IS ZONED PCD (PLANNED COMMERCIAL DEVELOPMENT). THE FRONT, SIDE, ANDREAR LANDSCAPE BUFFER REGULATIONS ARE AS FOLLOWS: FRONT: 9' LAND5CAPE BUFFER INTERIOR 51DE: 9' LANDSCAPE BUFFER EXTERIOR 51DE: 9 LANDSCAPE BUFFER REAR: 30 LANDSCAPE BUFFER FLOOD CERTIFICATION BA5ED ON A SCALED MAP LOCATION AND GRAPHIC PLATTING ONLY, THE PROPERTY SHOWN HEREON 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, PULA5K1 COUNTY, ARKAN5A5, COMMUNITY PANEL NUMBER 0501810082 F, MAP REVISED OCTOBER 19, 2001. LIGHT POLE, RE: MEP 406.1 PLAN5 51TE COVERAGE CALCULATION: SITE: ±3.54 ACRES 51TE COVERAGE: ± 1 .57 ACRES GREEN SPACE: ± 1.97 ACRES (5G%) DEVELOPER: CHRIS WHITT C5K HOTELS 4320 INDUSTRIAL DRIVE FORT SMITH, AR 7291 G (479) G49-6909 TELEPHONE ARCHITECT: PftLHAM PHILLIPS ARCHITECTS ENGINEEIS I I 1 1 5. GLEN5TONE, 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. 5HETTLE5 PROFE55IONALLAND SURVEYOR ARKANSAS NO, 1527 2200 NORTH RODNEY PARHAM RD. LITTLE ROCK, ARKANSAS 72212 (501) 221-7880 TELEPHONE -J N TRAFFIC FLOW ARROW STRIPING 5TOP SIGN STOP SIGN (TYPICAL) 5TOP BAR (TYPICAL) SAW -CUT 53 L.F. OF EX15TING CURB 4 GUTTER EXISTING LEGEND G" CONC. CURB 4 GUTTER ('ITP.) LAND5CAPE BUFFER FROF05ED LEGEND CONCRETE PAVING HEAVY DUTY ASPHALT PAVING CONCRETE CURB 4 GUTTER O PROPOSED PARKING 5PACE5 REGULAR DUTY ASPHALT PAVEMENT (PARKING 5TALL5) d I 00 N O (n HEAVY DUTY A5PHALT PAVEMENT (DRIVE ' A15LE5) SAW -CUT 53 L.F. OF EXI5TING CURB 4 — . • — • • — GUTTER �p%�-ckTE" QF ti 9,t N RE iSTERED ® PROFESSIONAL ENGINEER i No. � S$`! . . '' � \avE CP,� 479.G49.G917 F 4320 Industrial Drive Fort 5mith, AR 7291 G 1 40 2� J SCALE : 1" = 20 FEET REVISIONS Marriott Towne Place Suites Little Rock Arkansas GRAY ROCK CONSULTING, INC. Cvd Engineering and Landscape Arcitecture 5ervice5 1800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax { JOB NO. Al E L i HA ,N1 07-2 17 43 1.I)1,, L Z )T sDATESHEET N0. 7-3-08 20f 7 SITE PLAN 0 FOUND REBAR/PIPE (AS NOTED) I . FOUND RIGHT-OF-WAY (AS NOTED) 0 SET 1/2" REBAR W/CAP, LS 1370 0 STORM SEWER MANHOLE ® SANITARY SEWER MANHOLE FIRE HYDRANT I © WATER VALVE UTILITY POLE W/GUY I x UTILITY POLE ^o LIGHT POLE SINGLE LIGHT -� SIGN POST vn WATER LINE — SS SS— SANITARY SEWER LINE — OH OH OVERHEAD LINE -� -- PROPERTY LINE ------- RIGHT-OF-WAY LINE I EASEMENT LINE .15'x 13.33' DUMP5TER — — ENCLOSURE, RE: ARCH y2c3� CONTOUR LINE FLAN5 — _ = SPOT ELEVATION N\F NOW OR FORMERLY G" CONC. CURB 4 GUTTER ('ITP.) LAND5CAPE BUFFER FROF05ED LEGEND CONCRETE PAVING HEAVY DUTY ASPHALT PAVING CONCRETE CURB 4 GUTTER O PROPOSED PARKING 5PACE5 REGULAR DUTY ASPHALT PAVEMENT (PARKING 5TALL5) d I 00 N O (n HEAVY DUTY A5PHALT PAVEMENT (DRIVE ' A15LE5) SAW -CUT 53 L.F. OF EXI5TING CURB 4 — . • — • • — GUTTER �p%�-ckTE" QF ti 9,t N RE iSTERED ® PROFESSIONAL ENGINEER i No. � S$`! . . '' � \avE CP,� 479.G49.G917 F 4320 Industrial Drive Fort 5mith, AR 7291 G 1 40 2� J SCALE : 1" = 20 FEET REVISIONS Marriott Towne Place Suites Little Rock Arkansas GRAY ROCK CONSULTING, INC. Cvd Engineering and Landscape Arcitecture 5ervice5 1800 South 52nd Street, Suite 400 Rogers, AR 72758 479.633.8330 office, 800.887.7685 fax { JOB NO. Al E L i HA ,N1 07-2 17 43 1.I)1,, L Z )T sDATESHEET N0. 7-3-08 20f 7 SITE PLAN