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Home My WebLink AboutZ-5936-G Map 2\ LEGEND CURB & GUTTER \ CURB & GUTTER TO BE REMOVED NEW BUILDING LINE ` \ , A PROPERTY LINE y \ BUILDING ON BUILDING SETBACK ADJACENT PROPERTY - - - - - - - - - - - LANDSCAPE SETBACK° ASPHALT PAVEMENT l \ \ • , `. ;.:a•. CONCRETE SIDEWALK 1/2" IRON PIN W/ CONCRETE PAVEMENT PROPERTY\CORNER \ N 15758B.86 \ EE 1175455.01- TRANSFORMER PAD ,y QARKING AREAS AND DRIVES ON ADJACENT PROPERTYPARKING COUNT sr E 117 EXISTING ASPHALT STOP BAR \ REF. STOP BAR AND LEGEND DTL. { 5lka4M M1 1 1 11+� C`t'S �f t ,• r� r� .2 N 157490.18 E 1175374.18 TRANSFORMER PAD • 90' PARKING / ' ,_%� •c�r1 (TYP.) REF. DTL 1' CONCRETE FLUME REF. DTL. C N 157481.20 E 1175375.76 `1 AC UNITS WITH ENCLOSURE SHOWNUzi; 1� C � 5' SIDEWALK \ FOR COORDINATION PURPOSES ONLY. REFER TO ARCH. PLANS FOR HVAC 6 (TYP,) REF. DTL EXISTING ASPHALT '% UNIT LOCATIONS, CONCRETE PADS, > PAVEMENT AND ENCLOSURE DETAILS 1/2 IRON PIN W/ CAP PROPERTY CORNER O g' N 157439.76 ?O E 1175218.04 % 20' LONG -p 4` DEMOLISH ±9 LINEAR FEET OF QUEUING SPACE 61 D EXISTING ASPHALT AN(rn') % \ , UILDING CORNER CURB AND GUTTER c' ! t' \ \h \\� N 157435.89 ��1A\ \, E 1175322.75 N 157404,01 �` 1 • > E 1175254.55 , a , `, \ \ ,1; \ 1 \R . \ ,�� MATCH EXISTING CURB AND GUTTER // p <L \ I. \ \,, 4 \ q p rn •�, AND ASPHALT IN GRADE AND ALIGNMENT \ V I 1 ! BUILDING CORNER ` 1 N 157380.98 E 1175357.30 CS / BUILDING OVERHANG REF ARCH. PLANS \ e\ 5 4 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) I 1 inch = 20 ft. K I Ix C. CAP \ \ ' x C\. \ TIE NEW CURB AND GUTTER`•., TO EXISTING CURB ^AND GUTTER \ IN GRADE, AND ALIGNMENT \• %'AT EDGE Of EXISTING' ASPHALT \ \ DEMOLISH 8 LINEA EET..,OF EXISTING \\ C B AND TTEI�, RIE LACE`., WITH 1` \ NE CURB AN GUTTER TO \ '\, '`•.TIEAT\END OF EXISTING ASPHALT. \x 9 n., IIf mm ARCHITECT ARCH. BUILDING BLDG DETNL DTL. EASTING E EDGE OF PAVEMENT EP ELEVATION ELEV. EXISTING EXIST. FINISH FLOOR ELEVATION FEE NORTHING N OFF CENTER O.C. POINT OF CURVATURE PC POINT OF INTERSECTION PI POINT OF TANGENCY PT RADIUS R REFERENCE REF. RIGHT-OF-WAY R.O.W. SPECIFICATIONS SPECS, SQUARE FEET S.F. TYPICAL TYR \ 18" CURB AND GUTTER (TYP.) . REF. DTL. \ N 157494.39 E 1175443.03 1 \ �s 9 \ �9F ACCESSIBLE RAMP \ PI 2't REF. DTL,yp N 157432.1 " fig\ E 1175460.4 PC ` N 157409.71 ` E 1175433.96-- PT \ N 157408.08 \ _ E 1175440.90 PC N 157389.64 ? E 1175436. AH,ki Cos ti ^ HANDICAP ACCESSIBLE '� \ ` PARKING REF. DTL FOR \, sa ' SIGNAGE AND STRIPING 7366.DRIVE THIRD REF. c� So 542 2 O / E 1175270.65 ARCH. PLANS FOR 2 / DUMPSTER WITH �. "� 50 LANDSCAPING / APPURTENANCES s ENCLOSURE REF. `�� SETBACK / ARCH. PLANS' FOR DTL. t`'sluu. CONCRETE PAVEMENT REF. DTL. FOR PAVEMENT N 157325.53 \C`N (TYP.) E 117542_ 2.92 - N 157366.14 E 1175487.46 40' BUILDING SETBACK THE INFORMATION CONTAINED IN THESE PLANS MAY NOT, IN WHOLE OR IN PART, BE REPRODUCED ORREVISED WITAOUTTHE WRITTEN CONSENT Of SAIN ASSOCIATES,. INC. EXISTING SIGNALIZED 1NTERSECTIO^1 GAS EASMENT 4" WIDE WHITE EDGE STRIPE WITH 1' WIDE WHITE STRIPE AT 45', 4' O.C. 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 6. QUEUING REQUIREMENTS: QUEUING SPACE =20'; 3 SPACES PER LANE 7. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS (LATEST EDITION). 8. CONTRACTOR SHALL MATCH THE R.O. A ON YS. 1 7ERNAL DEVELOPMENT ROADWAIN GRADE AND ALIGNMENT IN EXISTING A GENERAL NOTES: 1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SITE WORK SPECIFICATIONS. 2. ALL NECESSARY PERMITS, APPROVALS, AND EASEMENTS FROM AGENCIES GOVERNING THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. 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 UTILITY ENTRANCES, DOWN SPOUTS, CONCRETE ISLANDS IN DRIVE-THRU, DRIVE-THRU TUBING AND APPARATUS ETC. 5. ALL DIMENSIONS AND COORDINATES SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. " OTHER DIMENSIONS AND COORDINATES SHOWN TO THE BACK OF CURB UNLESS OTHERWISE A NOTED. 6. ALL RADII ARE 5 FEET TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO THE BUILDING. CONTRACTOR SHALL COORDINATE 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 TIE-INS/CONNECTIONS TO THEIR FACILITIES. 8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROU)4D 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. 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 RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER 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 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. ADDP,ESSES 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: 1. PERMITS MUST BE OBTAINED PRIOR TO ANY WORK INVOLVING STREET CUTS OR CURB CUTS AND A BARRICADE PERMIT MUST BE OBTAINED PRIOR TO ANY WORK IN THE RIGHT-OF-WAY. j CONTACT TRAFFIC ENGINEERING AT (501) 379-1817 (TRAVIS HERBNER). " 2. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN THE MANUAL'OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. PRIOR TO CONSTRUCTION, PROPERTY OWNER SHALL LOCATE AND PROTECT ANY TRAFFIC CONTROL DEVICES (ABOVE AND/OR UNDER GROUND) LOCATED WITHIN THE RIGHT-OF-WAY. OWNER W11 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 ONTROL DEVICES DEEMED NECESSARY BY THE CITY OF LITTLE ROCK TRAFFIC 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 WITH MUTCD DURING THE COURSE OF CONSTRUCTION. FORAP,PROVAL NOT FOR 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 (1.800482-8998) 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 CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. A R C H I T E C T S 2100 FIRST AVENUE NORTH SUITE 100 BIRMINGHAM ALABAMA 35203 205-252-8222 205-252-8899 FAX • L_*A MMU�_6� Sain Associates, Inc./ Consulting Engineers/Sta veyors Sui1e3W 3N wu�vutrynmS9�ummpm �313W IL1 JOB NUMBER 08-168 S.A. #08-0409 SHEET TITLE LAYOUT PLAN DATE 12-16-08 DRAWN BY TDM CHECKED BY LWI REVISIONS 0 (n ISSUED TO ARCHITECT (yC 1-22-09 ISSUED FOR PERMITTING 2 2-16-09 N < z REVISED PER CITYS COMMENTS < C) Q Q � Q W � U C O (10 ry z = W Cn O I- W _0 ry -1 W JOB NUMBER 08-168 S.A. #08-0409 SHEET TITLE LAYOUT PLAN DATE 12-16-08 DRAWN BY TDM CHECKED BY LWI REVISIONS 0 12-16-08 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