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Home My WebLink AboutZ-5936-G Map 4LEGEND CURB & GUTTER CURB & GUTTER TO BE REMOVED NEW BUILDING LINE ^^ ® PROPERTY LINE 0 BUILDING ON BUILDING SETBACK ADJACENT Cv PROPERTY - - - - - - - - - - - LANDSCAPE SETBACK " , --� ASPHALT PAVEMENT CONCRETE SIDEWALK II Q '� w •a ••' • 5 A CONCRETE PAVEMENT,,, CD: , TRANSFORMER PAD PARKING AREAS AND DRIVES ON ADJACENT PROPERTY Ol PARKING COUNT 'N"I. JIVr Df R AND LEGEND DTL. i art \ ` 1/2" IRON PIN W/ CAP �(%,> PROPERTY,CORNER \ N 157588.86 E 1175455.01 N 157543.83 \ E 1175420.03.0 \� LAYOUT NOTES: ` GRAPHIC SCALE 1. EXISTING PROPERTY INFORMATION TAKEN FROM A SURVEY PROVIDED BY WHITE-DATERS \ 20 0 10 20 40 80 & ASSOCIATES, INC DATED 12-1-08. \ \ I 2. THE LOT IS APPROXIMATELY 71,754 S.F. (±1.65). 1 cFEET ft. 1 inch = 20 3. BUILDING SETBACKS: 40' ADJACENT TO R.O.W. \, h \\\ \ 4. LANDSCAPE SETBACK: 50' ADJACENT TO RIGHT OF WAY (ENCROACHMENTS ALLOWED ABBREVIATIONS PROVIDED AVERAGE AREA MET.) 5. PARKING REQUIREMENTS (9'x20') \•\ \\ ARCHITECT ARCH, \ \ \ BUILDING BLDG \:\ DETAIL DTL. USE S.F. MIN. RATIO MIN. SPACES SPACES PROVIDED COMMERCIAL 3,820 1/300 11 39 EASTING E \: EDGE OF PAVEMENT Ep 6. QUEUING REQUIREMENTS: QUEUING SPACE =20'; 3 SPACES PER LANE ELEVATION ELEV. \ EXISTING EXIST. 7• ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS (LATEST EDITION). \\`� \• FINISH FLOOR ELEVATION FIFE 8. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE AND ALIGNMENT IN \ \ \ NORTHING N THE R.O. A ON I TERNAL DEVELOPMENT ROADWAYS. i \ OFF CENTER O.C. POINT OF CURVATURE PC m : GENERAL NOTES: POINT OF INTERSECTION PI `\ \ \ POINT OF TANGENCY PT 1. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SITE WORK \ x RADIUS 1 \R I SPECIFICATIONS. TIE NEW CURB AND GUTTER \. REFERENCE REF. "+. TO EXISTING CURB -"AND GUTTER \\ \ IN GRADE`, AND ALIGyMENT'.t RIGHT-OF-WAY R.O.W. 2. ALL NECESSARY PERMITS, APPROVALS, AND EASEMENTS FROM AGENCIES GOVERNING THIS \ `"#1T EDGE OF EXISTING, . ASPHALT";15 SQUARESPECIFICATIONS TIIO S SPECS, WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. \ \. \ TYPICAL TYp S.F. 3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND SHALL \ \. REPLACE ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. ,. ACONTRACTOR SHALL REFER TO ARCHITECT'S PLANS, FOR EXACT LOCATIONS OF TRANSFORMER AND CONDENSER UNIT PADS, BUILDING DIMENSIONS, BUILDING U1ILITY ENTRANCES, DOWN SPOUTS, ' ' `•. DEMOLISH 8 LINEAEET••OF EXISTING " CONCRETE ISLANDS IN DRIVE-THRU, DRIVE-THRU TUBING AND APPARATUS ETC. \ C BAND TFEf�, REPLACE',WITH �IvrvI,EcF'! \ NE CURB AN GUTTER TO 5. ALL DIMENSIONS AND COORDINATES SHOWN TO BUILDING ARE TO OUTSIDE FACE OF BUILDING. , TIE AT' ":END OF EXISTING ASPHALT, OTHER DIMENSIONS AND COORDINATES SHOWN TO THE BACK OF CURE UNLESS OTHERWISE V A NOTED. 2 0 : \ I , �•A J% l t___; 6. ALL RADII ARE 5 FEET TO THE BACK OF CURB UNLESS OTHERWISE NOTED. O \ 1811 CU . yA N 157490.18 // A - t RB AND '. 7. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL GUTTER E 1175374.18 \\ \ (') FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY TRANSFORMER PAD \ �. \ \, REF. DTL. DEVIATIONS FROM THE DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER AND ENGINEER 90' PAR}CING, °Un e \ r� OF RECORD PRIOR TO CONSTRUCTION. W W 1' CONCRETE r (TYP.) REF. DTL G o 1, \ \ FLUME REF. DTL. / \ N 157494.39 \ ASPHALT PAVEMENT 8. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIFICATIONS FOR ACTUAL E 1175443.03 (TVP.} REF. DETAIL LOCAl10N OF ALL UTILITY ENTRANCES TO THE BUILDING. CONTRACTOR SHALL COORDINATE d , > N 157481.20 \ „ I , ; FOR PAVEMENT SECTION � INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER \ \( ' E 1175375.76 \1 �'' DEPTHS ARE ACHIEVED, AS WELL AS COORDINATING WITH THE REGULATORY AGENCY AS TO i '�-\ QAC UNITS WITH ENCLOSURE SHOWN �. P \ \, \ LOCATIONS AND SCHEDULING OF 11E-INS/CONNECTIONS TO THEIR FACILITIES. FOR COORDINAITON PURPOSES ONLY. ' O 5' SIDEWALK \ REFER TO ARCH. PLANS FOR HVAC , % P' (TVP.) REF. DTL. \ 8. THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND EXISIING ASPHALT UNIT LOCATIONS, CONCRETE PADS, UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, STORM SEWER, PAVEMENT AND ENCLOSURE DETAILS. �� C ELECTRICAL CONDUIT, PHONE CONDUIT, AND ANY OTHER MISCELLANEOUS), SHALL BE IN-PLACE QPRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL. 1/2" IRON PIN W/ CAP s' r� /.., p S \ 10. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BENCHMARK AND RELOCATING PROPERTY CORNER 10 \ \\ ` FGG BENCHMARK IF NECESSARY, BENCHMARK SHALL BE RELOCATED TO ORIGINAL ELEVATIONS BY A N 157439.76 % p O� \ LICENSED ARKANSAS SURVEYOR, E 1175218.04 % 20' LONG o , QUEUING SPACE �\ \� ® \ F �. 11. CONTRACTOR SHALL REPLACE ANY A - DEMOLISH t9 LINEAR FEET OF �. ACTIVITIES (ie. PAVEMENT, CURB AND GUTTER, SIGNAGE, LANDSCAPE, ETC.) BY CONSTRUCTION EXISTING ASPHALT AND (rn'•) \` \ \ �� 6�5 ^\v `' " UILDI43 CORNER \ � \} \�\ • ` 12. LIGHTING AND IRRIGATION PLANS TO BE PROVIDED BY REGIONS BANK ARCHITECT. CURB AND GUTTER p' r��'\ \ �� \I N 157435.89 (�,, \ (� p �\ r C� V ACCESSIBLE RAMP PI '` I -1.., �) \ T per. E 1175322.75 �' 0 N 157432.1- N 157404,01 \ ,� \ �, \ \ � REF. DTL: • Q5\� E 1175460. 13. BRANDING SIGNAGE TO BE PROVIDED AND COORDINATED BY REGIONS BANK. / E 1175254.55�'J��J MATCH EXISTING / P \°�1�\�f ;\\ �' \1 1YY�� . „\ PC 14. CONTRACTOR SHALL CONTACT MELVIN HALL AT (501)-918-5217 FOR INSPECTIONS OF ANY CURB AND GUTTER // a \ �\ . \ p ti '' @ N 157409.71 q )Y' WORK IN THE PUBLIC RIGHT-OF-WAY PRIOR TO PLACEMENT OF CONCRETE OR ASPHALT OR FOR \ \ I. \�. R \\ \q p 1 6� 'j E 1175433.96 \ ON-SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK, FAILURE TO DO SO AND ASPHALT IN tii \ \ pys 1 �. 1 d i CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED CONCRETE OR ASPHALT AT THE r9- �- - GRADE AND ALIGNMENT �. \ 1 r i' PT \ \� \ �� C \\ \io o > . EXPENSE OF THE OWNER OR CONTRACTOR. s \ p f N 157408.08 \ , , E 1175440.90 _ \ t-�/ 15. REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER SIDEWALK, 1/ BUILDING CORNER N 157380.98 1 CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE \\. r p Rl - U RAMPS o p �' \ E 1175357.30 3S0' I REMOVE ABANDONED DRIVEWAYS AND INSTALL CURB, GUTTER AND SIDEWALK. ALL WORK SITE °p \ 1 }� _.__ WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARDS AND THE ADA GUIDELINES 4 CS , � Y • � _ ,i �+ �, , ° PC I \ 16. ADDRESSES ARE REQUIRED TO BE POSTED IN A CONSPICUOUS PLACE DURING CONSTRUCTION BUILDING OVERHANG �.\\ �\ ` i N 157389.64 AND WHEN CONSTRUCTION IS COMPLETE AS PER LITTLE ROCK CITY ORDINANCE SECTION 30 3 REF', ARCH. PLANS atiQ \� 4u� .\ top -. ,\ p \ � nn l:J' ? E 1175436:55 ` '' 46. " ``�\ •.. '- 'J��y O \r Q I�jt„J Cos F'ilil i�r• \{:'+ `\, + L • �, L • •w , I IvR - . TRAFFIC NOTES: F GAS EASMENT 1. PERMITS MUST BE OBTAINED PRIOR TO ANY WORK INVOLVING STREET CUTS OR CURB CUTS �Il cn HANDICAP ACCESSIBLE I .i I AND A BARRICADE PERMIT MU --- 1 ST BE OBTAINED PRIOR TO ANY WORK IN THE RIGHT-OF-WAY. PARKING REF. DTL FOR - „ CONTACT TRAFFIC ENGINEERING AT (501) 379-1817 (TRAVIS HERBNER). a u SIGNAGE AND STRIPING 9 /' : N 157366:14 4 WIND WHITE EDGE I• ," R6 / E 1175487.46 STRIPEWITH1' WIDE WHITE 2. ALL SIGNAGE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO '7T 15 366.42 DRIVE THF REF. d S8 O J STRIPE AT 45, 4' O.C. REQUIREMENTS GIVEN IN THE MANUAL'OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). _..._. DUMPSTER WITH E 1175270.65 ARCH. PLANS FOR I ENCLOSURE REF. APPURTENANCES do 50' LANDSCAPING / 3. PRIOR TO CONSTRUCTION, PROPERTY OWNER SHALL LOCATE AND PROTECT ANY TRAFFIC / l 1 CONTROL DEVICES (ABOVE AND/OR UNDER GROUND LOCATED WITHIN THE RIGHT-OF-WAY. 00 ao SETBACK / ARCH. PLANS � � � r FOR DTL - -� �� OWNER WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO SUCH DEVICES THAT OCCUR DUE TO �sAu / CONSTRUCTION ACTIVITY, OWNER SHALL ALSO BE RESPONSIBLE FOR ANY RELOCATION OF C., CONCRETE PAVEMENT \ - _ - - - _ - , - -- ES DEEMED NECESSARY BY THE CITY OF LITTLE ROCK TRAFFIC r TRAFFIC CONTROL DEVICES REF. DTL. FOR PAVEMENT �� - - - - - - - - - ENGINEERING DIVISION. SECTION (TVP.) N 157325.53 E 1175422.92 ,� -.._!i �' t `- 4. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY, EXISTING TRAFFIC SIGNAGE OR ........ \� ;" \ _ --- --- --•-"" ' J/I `,:" ENGINEERING WITHOUT PRIOR PERMISSION FROM THE CITY OF LITTLE ROCK TRAFFIC �• ,� g ;I j ENGINEER DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE RELOCATED, CONTACT TRAFFIC 00 FOR STOP BAR REF. � ( II ENGINEERING (GREG CLAY: 379-1811 FOR PRIOR INSPECTION AND APPROVAL. IF CONSTRUCTION : STOP BAR & LEGEND DTL. :1 �. PI AN EXISTING SI R PAVEMENT FOR "DO NOT ENTER" N FE ) ENT MARKING, CONTRACTOR LL r N 157290.37 " " � , USE ATPS APPROPRIATE TEMPORARY TRAFFIC CONTROL EDEVICES VTO GUIDE MOTORISTS IN ACCORDANCE E PROP �. REF. DO NOT ENTER DTL. i WITH MUTCD DURING THE COURSE OF CONSTRUCTION. 411 E 1175329.49 . • , ,. THE INFORMATION C&gA1NED IN THESE PLANS MAY NOT, IN WHOLE OR IN PART, BE REPRODUCED OR REVISED WITHOUT THE WRITTEN CONSENT OF BAIN ASSOCIATES, INC CAUTION ® NOTICE TO CONTRACTOR EXISTING THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF SIGNALIZED EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS INTERSECTION 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 AIL MUST CALL THE APPROPRIATE UTILITY COMPANY AND ARKANSAS ONE CALL (1.8D8-082-8998)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 FO APPROVAL CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. NOT FOR CONSTRUCTION A R C H IT E C T S 2100 FIRST AVENUE NORTH SUITE 100 BIRMINGHAM ALABAMA 35203 205-252-8222 205-252-8899 FAX Sm Sain Associates, Inc./ Consulting Engioeers/Su eyors Ibr: (!OS) p10E1i4FAC (tld)GtlNI) Stix N/1.1N Ww YYlq.d®• Bv�.Im,A1Wo31MN JOB NUMBER 08-168/ S.A. #08-0409 SHEET TITLE LAYOUT PLAN DATE 12-16-08 DRAWN BY TDM CHECKED BY LWI z 0 12-16-08 ISSUED TO ARCHITECT 1 Q (� 2 (n N 3 2-18-09 REVISED PER CITYS COMMENTS <C O SHEET NUMBER C1 z ^Q <-) 0 0 (/-) CL z = w cf) O NW 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