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Home My WebLink AboutZ-5936-I Map 8LEGEND CURB & GUTTER CURB & GUTTER TO BE REMOVED NEW BUILDING LINE EXISTING ASPHALT PROPERTY LINE PAVEMENT BUILDING SETBACK — --- --- -- — -- — LANDSCAPE SETBACK 1/2" IRON PIN W/ ASPHALT PAVEMENT _---------- ------ .. —.....a._._. d —may CONCRETE SlDEWALK h' CONCRETE PAVEMENT a DUEUING SF T TRANSFORMER PAD l f PARKING COUNT CURB AND GUTTER EXISTING ASPHALT PARKING AREAS AND DRIVES ON ADJACENT PROPERTY TRANSFORMER PAD — ti CAUTION � NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONIAN ELEVATION OF EXISTING UTILITIES AS WN ON THESE PLANS IS RFC OF THE VARIOUS UTILITY PANIES AND ERE POSSIBLE, OBSERVATIONS NOTED IN THE FtELD_,THE INFORMATION IS NOT TO BE RELIED ON AS'BEING_EXACT OR COMPLETE. THE CONTRACTOR . MUST CALL THE APPROPRIATE UTILITY P ANY AND SAS ONE CALM (1.800482.8998), LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT HELP LOCATION OF UTILITK DISCREPANCIES BETWEEN THE UTILITIES SWAN HEREIN AND THOSE ENCOUNTERED IN THE FIELD SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION. TT $H) BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IM V TS SHOWN ON THESE PLANS. 1' CONCRETE FLUME REF. DTL >F� TIE NEW CURB AN TO EXISTING CURB IN GRADE,AND ALI AT EDGE OF EXIS TING. ASPHALT b OY TUSH8I)1b I AND TO OF EXISTING GRAPHIC SCALE Ic 20 00 ( IN FISF,T ) Iqch w 20 €t. y.» E EXISTING WITH r. - T .._ ,.,_._ 40' BUILDING -.,.....r... _— - SETBACK 44 --- (60 K* 00 WO) ARCHITECT BUILDING DETAIL FASTING EDGE OF PAVEMENT ELEVATION EXISTING FINISH FLOOR ELEVATION NORTHING OFF CENTER POINT OF ATURE POINT OF INTERSECTION POINT OF TANGENCY RADIUS REFERENCE RIGHT--OF—WAY SPECIFMONS SQUARE FEET TYPICAL GAS EASMENT ?0 e WIDE WHITE EDGE STRIPE WITH I' WIDE WHITE STRIPE AT 45', 4' D.C. t It LAYOUT NOTES. 1. EXISTING PROPERTY INFORMATION TAKEN FROM A SURVEY PROVIDED BY *ITE—DATERS & ASSOCIATES, INC DATED 12-1-08, 2. THE LOT IS APPROXIMATELY 71,754 S.F. (±1.55). 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') IR _ S.F... MIN. MIN. SPAS RATIO SPA M COMMERCIAL 3,820 1 1/3001 11 39 6, QUEUING REQUIREMENTS: QUEUING SPACE =20% 3 SPACES PER LANE 7. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS (LATEST EDITION), & CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE AND ALIGNMENT IN THE R.O.W., AND ON INTERNAL DEVELOPMENT ROADWAYS. 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 ARCHITECTS 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 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. & THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND 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 AC UNITS WITH ENCLOSURE SHOWN FOR COORDINATION PURPOSES' ONLY. REFER TO ARCH. PLANS FOR HVAC EXISTING ASPHALT UNIT LOCATIONS, CRETE PADS, PAVEMENT AND ENCLOSURE DETAILS. 1/2" IRON PIN W/ CAP PROPERTY CORNER N 157439.76 w„ E 1175218.04 , 20° t C DUEUING SF DEMOLISH ±9 LINEAR FEET OF (1 EXISTING ASPHALT AND CURB AND GUTTER z N 157A E 117r MATCH EXISTING CURB AND GUTTER —^ AND ASPHALT IN {TRADE AND ALIGNMENT = CAUTION � NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONIAN ELEVATION OF EXISTING UTILITIES AS WN ON THESE PLANS IS RFC OF THE VARIOUS UTILITY PANIES AND ERE POSSIBLE, OBSERVATIONS NOTED IN THE FtELD_,THE INFORMATION IS NOT TO BE RELIED ON AS'BEING_EXACT OR COMPLETE. THE CONTRACTOR . MUST CALL THE APPROPRIATE UTILITY P ANY AND SAS ONE CALM (1.800482.8998), LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT HELP LOCATION OF UTILITK DISCREPANCIES BETWEEN THE UTILITIES SWAN HEREIN AND THOSE ENCOUNTERED IN THE FIELD SHALL BE REPORTED TO THE OWNER AND ENGINEER PRIOR TO CONSTRUCTION. TT $H) BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IM V TS SHOWN ON THESE PLANS. 1' CONCRETE FLUME REF. DTL >F� TIE NEW CURB AN TO EXISTING CURB IN GRADE,AND ALI AT EDGE OF EXIS TING. ASPHALT b OY TUSH8I)1b I AND TO OF EXISTING GRAPHIC SCALE Ic 20 00 ( IN FISF,T ) Iqch w 20 €t. y.» E EXISTING WITH r. - T .._ ,.,_._ 40' BUILDING -.,.....r... _— - SETBACK 44 --- (60 K* 00 WO) ARCHITECT BUILDING DETAIL FASTING EDGE OF PAVEMENT ELEVATION EXISTING FINISH FLOOR ELEVATION NORTHING OFF CENTER POINT OF ATURE POINT OF INTERSECTION POINT OF TANGENCY RADIUS REFERENCE RIGHT--OF—WAY SPECIFMONS SQUARE FEET TYPICAL GAS EASMENT ?0 e WIDE WHITE EDGE STRIPE WITH I' WIDE WHITE STRIPE AT 45', 4' D.C. t It LAYOUT NOTES. 1. EXISTING PROPERTY INFORMATION TAKEN FROM A SURVEY PROVIDED BY *ITE—DATERS & ASSOCIATES, INC DATED 12-1-08, 2. THE LOT IS APPROXIMATELY 71,754 S.F. (±1.55). 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') IR _ S.F... MIN. MIN. SPAS RATIO SPA M COMMERCIAL 3,820 1 1/3001 11 39 6, QUEUING REQUIREMENTS: QUEUING SPACE =20% 3 SPACES PER LANE 7. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH MUTCD REQUIREMENTS (LATEST EDITION), & CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE AND ALIGNMENT IN THE R.O.W., AND ON INTERNAL DEVELOPMENT ROADWAYS. 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 ARCHITECTS 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 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. & THE SITE WORK CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND 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 - __sid�ie7iT�s7�+T7T? LICENSED ARKANSAS SURVEYOR.i T E C T 11. CONTRACTOR SHALL REPLACE ANY AND ALL OFF—SITE ITEMS DAMAGED BY CONSTRUCTION 21001st Ave. N„ Ste. 100, p205-252-8222 ACTIVITIES (ie. PAVEMENT, CURB AND GUTTER, SIGNAGE, LANDSCAPE, ETC.) B' ham, AL 35203 F: 205 _ 252.8899 12. LIGHTING AND IRRIGATION PLANS TO BE PROVIDED BY REGIONS BANK ARCHITECT. « RA rte Ntd ai4,4. ka p Wbdgllp com K REox ai 7mF F'M r a IK5T Cr`�tua ;AR � caz kq a .cm ' ) ,cad 13. BRANDING SIGNAGE TO BE PRODDED AND COORDINATED BY REGIONS BANK. ;"E co,e p ,xM N' `a"",w` pkv VR R IT ' � "Aa FX� sINKT-FN Nf °;O— .D WAN17D, 0£ ICER 5E n'# w'r w7' ..I '+DO ex.M as P:x � s c�a aec r « >� er ,! - .. c::ts .ar 0: sExa �f�,rxe , x .; st € av Tus � n,Eo ttrsss 14. CONTRACTOR SHALL CONTACT MELVIN HALL AT (501)-318-5217 FOR INSPECTIONS OF ANY ml, Ar%l,su w ^'rc Of lh= Pws 01,m O iN C kJ OR a6c P.0 'uZ MY v NW N£t W riE �E c WkTTz,,l WORK IN THE PUBLIC RIGHT—OF—WAY PRIOR TO PLACEMENT OF CONCRETE OR ALT OR FOR A � m v vuToLHm � �4W,,`Ns>rs ON—SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK, FAILURE TO DO SO >Ewu , T� T.ERON CA sfirr cr ..w� s ATt lm ANA CAN RESULT IN REMOVAL OF ANY IMPROPERLY Pt-AtFD CONCRETE OR ASPHALT AT THE RcA '£Y ANY PAWN mw -R T"d" eo Aqc� LCTT s"r �LCFA ~"T" EXPE OF THE OWNER OR CONTRACTOR. Yoko n O R!FTZZ oPL,Naas OW AAU+Tcrr OR INA FROM T Put 3 1U !4 IE R wn 4YN R cl YAl ✓ ,' i�d ANY ITL Y R, RE ftft ]tws'u�,S x5 U1MC ;,f DI Y NGR tz(F Nii5OI! OUT ❑ £F .ZE.rti EC BU. Ahs MT 0+✓tl m T (FN 15. REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER SIDEWALK, sn aE a w+u ns Ta a GUTTER, FOR .dARbi£R, ON Tc 0 £pt;3'9u,hG t h -}¢ Rrrcfi. FAi V 2 ( 7 C, a.ft RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC' RIGHT—OF—WAY ADJACENT TO THE m',Ato<u l OR eev.Uesa so r JRKNR . PKIDP To rEavc a IC «c:, SITE. REMOVE ABANDONED DRIVEWAYS AND INSTALL CURB, GUTTER AND SIDEWALK, ALL WORK '" uiU s`OR� owl `s �AAY �`OFCTR -kF`w� REVo ; `{ ,.N "•( WITHIN PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CITY STANDARDS AND THE ADA GUIDELINES. £a' '"` ". OI;agauu; AND C v a sr w we rn A KINK 1Y,rOtFEL 111,NANNN3NA3WS,1' w&E !MIT, Wl ger 16. ADDRESSES ARE REQUIRED TO BE POSTED IN A CONSPICUOUS PLACE DURING CONSTRUCTION SEAL AND WHEN CONSTRUCTION IS COMPLETE AS PER LITTLE ROCK CITY ORDINANCE SECTION 30-346, ,nc iwk n � ®y /?1TRAFFlC NOTES: 1. PERMITS MUST BE OBTAINED PRIOR TO ANY WORK INVOLVING STREET CUTS OR CURB CUTS6BA 3 : AND A BARRICADE PERMIT MUST BE OBTAINED PRIOR TO ANY WORK IN THE RIGHT—OF—WAY. c € F „. C1� � f CONTACT TRA`FIC ENGINEERING AT (501) 379-1817 (TRAVIS HERBNER). G 2. ALL SIGNAhE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).a ' 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, w__ _., ____ _ _----- _.._-- _. OWNER WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO SUCH DEVICES THAT OCCUR DUE TO ISSUE DATE DESCRIPTION CONSTRUCTION ACTIVITY. OWNER SHALL ALSO BE RESPONSIBLE FOR ANY RELOCATION OF 6 7i2-16.08 !ISSUED FOR ARCHITECT TRAFFIC CONTROL DEVICES DEEMED NECESSARY BY THE CITY OF LITTLE ROCK TRAFFIC ___------:-__ ___,..._;._ ____..:,....__._.. ENGINEERING DIVISION. 1-22-09 ' ISSUED FOR PERMITTING 2 1 2-16-09 s REVISED PER DEVELOPER - 4. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY, EXISTING TRAFFIC SIGNAGE OR _ COMMENTS 3 2-16-09 REVISED PER CITYS PAVEMENT MARKING WITHOUT PRIOR PERMISSION FROM THE CITY OF LITTLE ROCK TRAFFIC ENGINEERING DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE RELOCATED, CONTACT TRAFFIC 4 i i 1-07-14 ( UPDATE SHEET BORDER ENGINEERING (GREG CLAY: 379-1811) FOR PRIOR INSPECTION AND APPROVAL IF CONSTRUCTION --- ! WORK IS GONG 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. PROJECT INFORMATION BLOCK JOB # 145021 DATE. II 07 €44 DRAWN BY M8H CHECKED BY F_P / IIS G SHEET TITLE - SouthTwo Pefimeter Park SAINSufte 500 East Birmingham, Ii: •%cowlatesPhone: (205) 940-6420 consulting engineers MOMS: wwSaln'Com G surveyors SA #14-0249 ®Txjcolll Taw:ral THE NFORMATONCONTAINEDIN THESE PUN'S MAY NOT, IN WHOLE OR IN PART,BE REPRODtXEDOR MISED WHITOUT THE WRITTEN CONSENT OF SAID ASSOCL9TES, INC. Pt}20i4tI402A+T8aCiv4�CadlEA0244Le}�utdwg'hf0aday;N0w-.nbczt4,nttf49;21a2AM HoSn0faq w„ - C � �z z J� � Ne ;Z �Z 0 a 3...L.. U .: C•J _J z Z71, (DI 1,I .� C 'C WJ! ,I �' - __sid�ie7iT�s7�+T7T? LICENSED ARKANSAS SURVEYOR.i T E C T 11. CONTRACTOR SHALL REPLACE ANY AND ALL OFF—SITE ITEMS DAMAGED BY CONSTRUCTION 21001st Ave. N„ Ste. 100, p205-252-8222 ACTIVITIES (ie. PAVEMENT, CURB AND GUTTER, SIGNAGE, LANDSCAPE, ETC.) B' ham, AL 35203 F: 205 _ 252.8899 12. LIGHTING AND IRRIGATION PLANS TO BE PROVIDED BY REGIONS BANK ARCHITECT. « RA rte Ntd ai4,4. ka p Wbdgllp com K REox ai 7mF F'M r a IK5T Cr`�tua ;AR � caz kq a .cm ' ) ,cad 13. BRANDING SIGNAGE TO BE PRODDED AND COORDINATED BY REGIONS BANK. ;"E co,e p ,xM N' `a"",w` pkv VR R IT ' � "Aa FX� sINKT-FN Nf °;O— .D WAN17D, 0£ ICER 5E n'# w'r w7' ..I '+DO ex.M as P:x � s c�a aec r « >� er ,! - .. c::ts .ar 0: sExa �f�,rxe , x .; st € av Tus � n,Eo ttrsss 14. CONTRACTOR SHALL CONTACT MELVIN HALL AT (501)-318-5217 FOR INSPECTIONS OF ANY ml, Ar%l,su w ^'rc Of lh= Pws 01,m O iN C kJ OR a6c P.0 'uZ MY v NW N£t W riE �E c WkTTz,,l WORK IN THE PUBLIC RIGHT—OF—WAY PRIOR TO PLACEMENT OF CONCRETE OR ALT OR FOR A � m v vuToLHm � �4W,,`Ns>rs ON—SITE CLARIFICATION OF REQUIREMENTS PRIOR TO COMMENCING WORK, FAILURE TO DO SO >Ewu , T� T.ERON CA sfirr cr ..w� s ATt lm ANA CAN RESULT IN REMOVAL OF ANY IMPROPERLY Pt-AtFD CONCRETE OR ASPHALT AT THE RcA '£Y ANY PAWN mw -R T"d" eo Aqc� LCTT s"r �LCFA ~"T" EXPE OF THE OWNER OR CONTRACTOR. Yoko n O R!FTZZ oPL,Naas OW AAU+Tcrr OR INA FROM T Put 3 1U !4 IE R wn 4YN R cl YAl ✓ ,' i�d ANY ITL Y R, RE ftft ]tws'u�,S x5 U1MC ;,f DI Y NGR tz(F Nii5OI! OUT ❑ £F .ZE.rti EC BU. Ahs MT 0+✓tl m T (FN 15. REPAIR, REPLACE OR EXTEND EXISTING DAMAGED OR MISSING CURB AND GUTTER SIDEWALK, sn aE a w+u ns Ta a GUTTER, FOR .dARbi£R, ON Tc 0 £pt;3'9u,hG t h -}¢ Rrrcfi. FAi V 2 ( 7 C, a.ft RAMPS OR CONCRETE DRIVEWAY APRONS WITHIN THE PUBLIC' RIGHT—OF—WAY ADJACENT TO THE m',Ato<u l OR eev.Uesa so r JRKNR . PKIDP To rEavc a IC «c:, SITE. REMOVE ABANDONED DRIVEWAYS AND INSTALL CURB, GUTTER AND SIDEWALK, ALL WORK '" uiU s`OR� owl `s �AAY �`OFCTR -kF`w� REVo ; `{ ,.N "•( WITHIN PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CITY STANDARDS AND THE ADA GUIDELINES. £a' '"` ". OI;agauu; AND C v a sr w we rn A KINK 1Y,rOtFEL 111,NANNN3NA3WS,1' w&E !MIT, Wl ger 16. ADDRESSES ARE REQUIRED TO BE POSTED IN A CONSPICUOUS PLACE DURING CONSTRUCTION SEAL AND WHEN CONSTRUCTION IS COMPLETE AS PER LITTLE ROCK CITY ORDINANCE SECTION 30-346, ,nc iwk n � ®y /?1TRAFFlC NOTES: 1. PERMITS MUST BE OBTAINED PRIOR TO ANY WORK INVOLVING STREET CUTS OR CURB CUTS6BA 3 : AND A BARRICADE PERMIT MUST BE OBTAINED PRIOR TO ANY WORK IN THE RIGHT—OF—WAY. c € F „. C1� � f CONTACT TRA`FIC ENGINEERING AT (501) 379-1817 (TRAVIS HERBNER). G 2. ALL SIGNAhE, PAVEMENT MARKINGS AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS GIVEN IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).a ' 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, w__ _., ____ _ _----- _.._-- _. OWNER WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO SUCH DEVICES THAT OCCUR DUE TO ISSUE DATE DESCRIPTION CONSTRUCTION ACTIVITY. OWNER SHALL ALSO BE RESPONSIBLE FOR ANY RELOCATION OF 6 7i2-16.08 !ISSUED FOR ARCHITECT TRAFFIC CONTROL DEVICES DEEMED NECESSARY BY THE CITY OF LITTLE ROCK TRAFFIC ___------:-__ ___,..._;._ ____..:,....__._.. ENGINEERING DIVISION. 1-22-09 ' ISSUED FOR PERMITTING 2 1 2-16-09 s REVISED PER DEVELOPER - 4. CONTRACTOR SHALL NOT REMOVE OR ALTER IN ANYWAY, EXISTING TRAFFIC SIGNAGE OR _ COMMENTS 3 2-16-09 REVISED PER CITYS PAVEMENT MARKING WITHOUT PRIOR PERMISSION FROM THE CITY OF LITTLE ROCK TRAFFIC ENGINEERING DEPARTMENT. IF ANY SIGNAGE NEEDS TO BE RELOCATED, CONTACT TRAFFIC 4 i i 1-07-14 ( UPDATE SHEET BORDER ENGINEERING (GREG CLAY: 379-1811) FOR PRIOR INSPECTION AND APPROVAL IF CONSTRUCTION --- ! WORK IS GONG 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. PROJECT INFORMATION BLOCK JOB # 145021 DATE. II 07 €44 DRAWN BY M8H CHECKED BY F_P / IIS G SHEET TITLE - SouthTwo Pefimeter Park SAINSufte 500 East Birmingham, Ii: •%cowlatesPhone: (205) 940-6420 consulting engineers MOMS: wwSaln'Com G surveyors SA #14-0249 ®Txjcolll Taw:ral THE NFORMATONCONTAINEDIN THESE PUN'S MAY NOT, IN WHOLE OR IN PART,BE REPRODtXEDOR MISED WHITOUT THE WRITTEN CONSENT OF SAID ASSOCL9TES, INC. Pt}20i4tI402A+T8aCiv4�CadlEA0244Le}�utdwg'hf0aday;N0w-.nbczt4,nttf49;21a2AM HoSn0faq