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Home My WebLink AboutZ-5936-G Map 3LEGEND CURB & GUTTER CURB & GUTTER TO BE REMOVED NEW BUILDING LINE PROPERTY LINE BUILDING SETBACK LANDSCAPE SETBACK ASPHALT PAVEMENT CONCRETE SIDEWALK Nr BUILDING ON ADJACENT L31 PROPERTY z CONCRETE PAVEMENT .` T TRANSFORMER PAD PARKING AREAS AND DRIVES ON ADJACENT PROPERTY �.,. O PARKING COUNT EXISTING ASPHALT STOP BAR REF. STOP BAR AND LEGEND DTL. \ GRAPHIC SCALE E\ i , ( IN FEET ) \ 1 inch = 20 ft. ABBREVIATIONS µ \, ARCHITECT ARCH, ur- \ BUILDING BLDG DETAIL DTL. FASTING E LAYOUT NOTES: 1. EXISTING PROPERTY INFORMATION TAKEN FROM A SURVEY PROVIDED BY WHITE-DATERS & ASSOCIATES, INC DATED 12-1-08. 2. THE LOT IS APPROXIMATELY 71,754 S.F. (±1.65). 3. BUILDING SETBACKS: 40' ADJACENT TO R.O.W. 4. LANDSCAPE SETBACK: 50' ADJACENT TO RIGHT OF WAY (ENCROACHMENTS ALLOWED PROVIDED AVERAGE AREA MET.) 5. PARKING REQUIREMENTS (9'x20') USE S.F. MIN. RATIO MIN. SPACES SPACES PROVIDED COMMERCIAL 3,820 1/300 11 39 EDGE OF PAVEMENT EP 6. QUEUING REQUIREMENTS: QUEUING SPACE =20'; 3 SPACES PER LANE \.'d \ \, ELEVATION RON 1/2 IPIN W/ CAP. ELEV. 7. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS (LATEST EDITION PROPERTY, CORNER \ \ \ EXISTING EXIST. ). N 157588.86 \ FINISH FLOOR ELEVATION FEE E 1175455.01 \ \` N GRADE AND ALIGNMENT IN OOR CENTER O.C. \' 8. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER I N THE R.O.W, _ A ON I TERNAL DEVELOPMENT ROADWAYS. POINT OF CURVATURE PC \,. GENERAL NOTES: N 157543.83 \ � \\\ `• � POINT OF INTERSEC110N PI 1* E 1175420.03,,0"\L ?, POINT OF TANGENCY PT \ \ x RADIUS R 1. Al WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SITE WORK \ TIE NEW CURB AND GUTTER',. REFERENCE REF, SPECIFICATIONS. TO EXISTING CURB -.AND GUTTER \ ; IN GRADE:, AND ALIGNMENT \,. RIGHT-OF-WAY R.O.W. 2. ALL NECESSARY PERMITS, APPROVALS, AND EASEMENTS FROM AGENCIES GOVERNING THIS • AT EDGE OF EXISTING'. ASPHALT \;cI SPECIFICATIONS SPECS, WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. \ SQUARE FEET S.F. a \ TYPICALTYp 3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL REPLACE ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. \ \: \ `. ,.. 4. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS, FOR EXACT LOCATIONS OF TRANSFORMER AND CONDENSER UNIT PADS, BUILDING DIMENSIONS, BUILDING U11UTY ENTRANCES, DOWN SPOUTS, ` ' \ CONCRETE ISLANDS IN DRIVE-THRU, DRIVE-THRU TUBING AND APPARATUS ETC. \ DEMOLISH 8 LINEA EET OF EXISTING \ `•:, `. AND TTEk kR LACE'•. WITH NEBCUR AN GUTTER TO 5. ALL DIMENSIONS AND COORDINATES SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. t H \ TIE AT\'END OF EXISTING ASPHALT, OTHER DIMENSIONS AND COORDINATES SHOWN TO THE BACK OF CURB UNLESS OTHERWISE <°V` / ` NOTED. //G, 6. ALL RADII ARE 5 FEET TO THE BACK OF CURB UNLESS OTHERWISE NOTED. �2 N 157490.18 / / 8 18'l CURB AND HALL S E 1175374.18 TYP. GUTTER 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR \ \ ( FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY TRANSFORMER PAD - - A \ �✓ -REF DTL 90' PARKING � 1' CONCRETE (TYP.) REF. DTL FLUME REF. DTL. /' - \ N 157494.39 \• E 1175443.03 \ O N 157481.20 \ �,,�- E 1175375.76 , AC UNITS WITH ENCLOSURE SHOWN �. \ FOR COORDINATION PURPOSES ONLY, O 5' SIDEWALK \ REFER TO ARCH. PLANS FOR HVAC (TYP.) REF. DTL. \ \• �. \, `., \, EXISTING ASPHALT UNIT LOCATIONS, CONCRETE PADS, s , PAVEMENT AND ENCLOSURE DETAILS. 1/2° IRON PIN W/ CAP PROPERTY CORNER O 10 \ N 157439.76 E 1175218.04 20' LONG DEMOLISH ±9 LINEAR FEET OF QUEUING SPACE EXISTING ASPHALT AND (rn') \~ . j . ` \ 0\. ?\ 1 UILDING CORNER X08 CURB AND GUTTER ,' a �`i"\ \ �, \1 N 157435.89 Q�Q1 Y" ACCESSIBLE RAMP PI N 157404,01 \` \ \? . v�; ?. E 1175322.75 REF. DTL. N 157432.1 a \\ \ + \ \ n : ? (� �� • 0 E 1175460.4 E 1175254.55 v 1 \ MATCH EXISTING // PC CURB AND GUTTER a {�� r\ \\ 1 `\\ Y• • \,\ v •\ ✓' J .�r'\. N 157409.71 / i+�<' AI // + \ 4 \ \ \� > E 1175433.96` ' AND ASPHALT IN - \ GRADE AND ALIGNMENT p \ . y,,raC'�\ .?. r� I \? cP� / PT --1 - 157408.08 BUILDING CORNER °° E 1175440.90 N 157380.98 E 1175357.30 PC BUILDING OVERHANG `��. � �� `�s � • + v i °: � N 157389.64 ' REF. <ARCH. PLANS / \��cev \�\ �''a\ to E 1175436.55 ` y o d HANDICAP ACCESSIBLE PARKING REF. DTL FOR ' SIGNAGE AND STRIPING 9 /' . N 157366.14' - E 1175487 46 157366.42DRIVE THRU REF. d O N ' DUMPSTER WITH Imo, E 1175270.65 � � � ` ARCH. PLANS FOR ENCLOSURE REF. `� APPURTENANCES Jl �� 50' LANDSCAPING ARCH. PLANS\ oa y vbSETBACK / ;• FOR DTC / �✓ DEVIATIONS FROM THE DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TACT PAVEMENT fir: 8. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS FOR ACTUAL REF. DETAIL LOCATION OF ALL UTILITY ENTRANCES TO THE BUILDING. CONTRACTOR SHALL COORDINATE PAVEMENT SECTION INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED, AS WELL AS COORDINATING WITH THE REGULATORY AGENCY AS TO LOCATIONS AND SCHEDULING OF 71E-INS/CONNECTIONS TO THEIR FACILITIES. 8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND ;w UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, PHONE CONDUIT, AND ANY OTHER MISCELLANEOUS), SHALL BE IN-PLACE PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL. 10. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARK AND RELOCATING BENCHMARK IF NECESSARY. BENCHMARK SHALL BE RELOCATED TO ORIGINAL ELEVATIONS BY A \ LICENSED ARKANSAS SURVEYOR. \ 11. CONTRACTOR SHALL REPLACE ANY AND ALL OFF-SITE ITEMS DAMAGED BY CONSTRUCTION ACTIVITIES (ie. PAVEMENT, CURB AND GUTTER, SIGNAGE, LANDSCAPE, ETC.) 12. LIGHTING AND IRRIGATION PLANS TO BE PROVIDED BY REGIONS BANK ARCHITECT. �j 13. BRANDING SIGNAGE TO BE PROVIDED AND COORDINATED BY REGIONS BANK. 14. CONTRACTOR SHALL CONTACT MELVIN HALL AT (501)-918-5217 FOR INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK. FAILURE TO DO SO CAN RESULLIN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE ;,,', EXPENSE OF THE DEER OR CONTRACTOR 15. REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER, SIDEWALK, RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE I/ SITE. REMOVE ABANDONED DRIVEWAYS AND INSTALL CURB, GUTTER AND SIDEWALK. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND THE ADA GUIDELINES. 16. ADDRESSES ARE REQUIRED TO BE POSTED IN A CONSPICUOUS PLACE DURING CONSTRUCTION AND WHEN CONSTRUCTION IS COMPLETE AS PER LITTLE ROCK CITY ORDINANCE SECTION 30-346. TRAFFIC NOTES, GAS EASMENT _ 1 1. PERMITS MUST BE OBTAINED PRIOR TO ANY WORK INVOLVING STREET CUTS ORCURB CUTS AND A BARRICADE PERMIT MUST BE OBTAINED PRIOR T - ,f 11 CONTACT TRAFFIC ENGINEERING AT (501) 379-1817 (TRAVIS HERBNER). THE RIGHT-OF-WAY Y 4 WIDE WHITE EDGE STRIPE WITH 1' WIDE WHITE 2. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO STRIPE AT 45, 4' O.C. REQUIREMENTS GIVEN IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. PRIOR TO CONSTRUCTION, PROPERTY OWNER SHALL LOCATE AND PROTECT ANY TRAFFIC r' CONTROL DEVICES (ABOVE AN AA CONCRETE PAVEMENT _ REF. DTL FOR PAVEMENT �� - - - - - - - - - -' SECTION TYP. N 157325.53 -'SECTION ' .,,� ®:., ` � -� E 1175422.92 <. EXISTING SIGNALIZED INTERSECTION F �0 NOT FOR CO 1 D/OR UNDER GROUND) LOCATED WITHIN THE RIGHT-OF-WAY. OWNER WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO SUCH DEVICES THAT OCCUR DUE TO CONSTRUCTION ACTIVITY. OWNER SHALL ALSO BE RESPONSIBLE FOR ANY RELOCATION OF TRAFFIC CONTROL DEVICES DEEMED NECESSARY BY THE CITY OF LITTLE ROCK TRAFFIC dj ENGINEERING DIVISION. 4. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY, EXISTING TRAFFIC SIGNAGE OR PAVEMENT MARKING WITHOUT PRIOR PERMISSION FROM THE CITY OF LITTLE ROCK TRAFFIC ENGINEERING DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE RELOCATED, CONTACT TRAFFIC ENGINEERING (GREG CLAY: 379-1811) FOR PRIOR INSPECTION AND APPROVAL. IF CONSTRUCTION WORK IS GOING TO AFFECT ANY EXISTING SIGNAGE OR PAVEMENT MARKING, CONTRACTOR SHALL USE APPROPRIATE TEMPORARY TRAFFIC CONTROL DEVICES TO GUIDE MOTORISTS IN ACCORDANCE r WITH MUTCD DURING THE COURSE OF CONSTRUCTION. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, OBSERVATIONS NOTED IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AND ARKANSAS ONE CALL (1800482-8998) AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. DISCREPANCIES BETWEEN THE UTILITIES SHOWN HEREIN AND THOSE ENCOUNTERED IN THE FIELD SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH ROVAL CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NSTRUCTION A R C HI T E C TS 2100 FIRST AVENUE NORTH SUITE 100 BIRMINGHAM ALABAMA 35203 205-252-8222 205-252-8899 FAX Sain Associates, Inc./ Consulting Engineers/Surveyors PW m: p051 p,pN3o. iA%(YOIVpGII Bub, Xi,3N Weal VWryb�n , Bv4vPtm,AYmISMq JOB NUMBER 08-168/ S.A. #08-0409 SHEET TITLE LAYOUT PLAN DATE 12-16-08 Q CHECKED BY LWI REVISIONS 0 12 -16 -OB ISSUED TO ARCHITECT 1 Q I� 2 2-16-09 REVISED PER DEVELOPER COMMENTS 3 2-18-09 REVISED PER CITYS COMMENTS n c) z W Q � U O 0 � W � t- O W � --I W ry JOB NUMBER 08-168/ S.A. #08-0409 SHEET TITLE LAYOUT PLAN DATE 12-16-08 DRAWN BY TDM CHECKED BY LWI REVISIONS 0 12 -16 -OB ISSUED TO ARCHITECT 1 1-22-09 ISSUED FOR PERMITTING 2 2-16-09 REVISED PER DEVELOPER COMMENTS 3 2-18-09 REVISED PER CITYS COMMENTS SHEET NUMBER C1