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Home My WebLink About100% Plans ART 061490W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-COVER.dwg 6/18/18 at 2:19pm INDEX TO DRAWINGS1.COVER SHEET2.PROJECT OVERVIEW I3.PROJECT OVERVIEW II4.TOPOGRAPHIC SURVEY5.TOPOGRAPHIC SURVEY6.TOPOGRAPHIC SURVEY7.DEMOLITION & EROSION CONTROL PLAN I8.DEMOLITION & EROSION CONTROL PLAN II9.SITE LAYOUT I10.SITE LAYOUT II11.GRADING & DRAINAGE PLAN I12.GRADING & DRAINAGE PLAN II13.HAWK SIGNAL PLAN14.HAWK SIGNAL NOTES15.MISCELLANEOUS DETAILS I16.MISCELLANEOUS DETAILS II17.LANDSCAPE PLAN I18.LANDSCAPE PLAN IISD-6 HEAVY DUTY PULL BOXSD-8 SIGNAL HEAD PLACEMENTSD-9 SERVICE POINTSD-11 STEEL POLE WITH MAST ARMSD-15 SOLAR POWERED FLASHING BEACON INSTALLATIONJUNE, 2018MCE PROJECT NO. LR17-5758ARKANSAS RIVER TRAILRIVERFRONT DRIVE TRAILPROJECT IMPROVEMENTSLITTLE ROCK, ARKANSASARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS - LITTLE ROCK, ARKANSAS LR17-5758, JUNE 2018LOCATION MAPORIGINAL SIGNATURE ON FILE-I-40I-40I-30 I-49I-55I-530US 67US 167US 167 US 167US 49US 425US 65US 270US 70US 49US 67US 63US 63US 49 US 67US 62US 62US 65VICINITY MAPCONSULTINGENGINEERS, INC.McCLELLANDD E S I G N E D T OS E R V Ehttp://www.mce.us.comKnow what's below.Call before you dig.One Call1810 N. CollegeFayetteville, AR 72702PH# 479-443-23777302 Kanis Rd.Little Rock, AR 72204PH# 501-371-02724606 S. Garnett Rd. Ste. 401Tulsa, OK 74146PH# 918-619-6803PROJECTLOCATIONPROJECTLOCATIONPROJECTLOCATIONArDOT JOB NO. 061490F.A.P. TAPC-9253 (75)AR RIVER TRAIL RIVERFRONT DR. (LR) (TAP-15) (S)PULASKI COUNTY ROWROWSHEETS7,9,11RIVERFRONT DRIVEREBSAMEN PARK RDRIVERFRONT DRIVECOTTONDALE LANECOTTONDALE DRIVEINSETSHEET 8SHEET 3SHEETS8,10,12SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:21pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=300'2DLRPROJECTOVERVIEW I1 INCH = FT.( IN FEET )GRAPHIC SCALE03001503003006001200 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWSHEETS 6,8,10SHEETS 7,9,11RIVERFRONT DRIVECOTTONDALE LANECOTTONDALE DRIVESCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:21pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=100'3DLRPROJECTOVERVIEW II1 INCH = FT.( IN FEET )GRAPHIC SCALE010050100100200400 SCALE:DATE:DRAWN BY :SURVEY MNGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\17-5758-S1-TOPO.dwg 6/18/18 at 11:09am KLSLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One Call07/19/2017CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031" = 20'4JDMTOPOGRAPHICSURVEY1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080 SCALE:DATE:DRAWN BY :SURVEY MNGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\17-5758-S1-TOPO.dwg 6/18/18 at 11:10am KLSLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One Call07/19/2017CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031" = 20'5JDMTOPOGRAPHICSURVEY1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080 SCALE:DATE:DRAWN BY :SURVEY MNGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\17-5758-S1-TOPO.dwg 6/18/18 at 11:10am KLSLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One Call07/19/2017CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031" = 20'6JDMTOPOGRAPHICSURVEY1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080 ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWPROTECT EXISTINGDRAINAGE STRUCTURESREMOVE & DISPOSE OF TREE EXISTING TRAILOUTSIDE OF ROW TOBE UNTOUCHEDREMOVE & DISPOSE OFEXISTING SIDEWALKREMOVE & DISPOSE OFEXISTING TRUNCATEDDOME PADREMOVE & RELOCATE EXISTINGMETRO BUS STOP SIGNREMOVE & RELOCATE EXISTING ELECTRICAL BOX(COORDINATE WITH UTILITY COMPANY)REMOVE & RELOCATEEXISTING VAULTS(COORDINATE WITHUTILITY COMPANY)REMOVE & RELOCATE EXISTING "STOP"SIGN AS SHOWN ON SITE PLAN DRAWINGPROTECT EXISTING LIGHT POLEREMOVE & DISPOSE OF EXISTINGCURB & GUTTER AND PAVEMENTREMOVE & DISPOSE OF EXISTINGCURB & GUTTER AND PAVEMENTREMOVE & DISPOSE OFEXISTING CURB & GUTTERREMOVE & DISPOSE OFEXISTING CURB & GUTTERREMOVE & DISPOSE OFEXISTING CURB & GUTTERPROTECT EXISTING LIGHT POLEEXISTING RIGHT-OF-WAY BOUNDARYEXISTING RIGHT-OF-WAY BOUNDARYEXISTING RIGHT-OF-WAY BOUNDARYEXISTING RIGHT-OF-WAY BOUNDARYPROTECT EXISTING FIRE HYDRANTREMOVE & DISPOSE OF EXISTING CURB& GUTTER, PAVEMENT AND CONCRETESURROUND TO DRAINAGE STRUCTUREREMOVE & RELOCATEDEXISTING STOP SIGNREMOVE & RELOCATE EXISTING SIGNAL VAULT(COORDINATE WITH UTILITY COMPANY)REMOVE & RELOCATE EXISTING METRO BUS STOPBENCH IN COORDINATION WITH ROCK REGION METROREMOVE & DISPOSE OFEXISTING CURB & GUTTEREXISTING RIGHT-OF-WAY BOUNDARYPROTECT EXISTING FIRE HYDRANTREMOVE & DISPOSE OF EXISTING TREEREMOVE EXISTING BICYCLEMARKINGS FROM STREETPROTECT EXISTINGDRAINAGE STRUCTUREPROTECT EXISTINGLIGHT POLEPROTECT EXISTINGSTEEL SIGNEXISTING BIKE LANESTRIPING TO BE PROTECTEDREMOVE & RELOCATE EXISTING "STOP"SIGN AS SHOWN ON SITE PLAN DRAWINGPROTECT EXISTING LIGHT POLEREMOVE & RELOCATE EXISTING ELECTRICAL BOX(COORDINATE WITH UTILITY COMPANY)SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:23pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'7DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080DEMOLITION &EROSIONCONTROL PLAN IDEMOLITION NOTES:1.THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS NECESSARY FOR THE COMPLETION OF THE PROJECT. THE MAIN ITEMS TO BE REMOVED ARE:SOME CURB AND GUTTER, EXISTING SIDEWALKS, UTILITY BOXES/VAULTS, A STREET LIGHT POLE, ETC. THE EXISTING UTILITY SERVICES ARE TO BEDISCONNECTED AND CAPPED PER UTILITY COMPANIES REQUIREMENTS. THE MAIN ITEMS TO REMAIN INCLUDE: MOST OF THE EXISTING CURB AND GUTTER,PUBLIC STREETS, TRAFFIC SIGNALS/CONTROLS AND OTHER UTILITY MAINS ON OR NEAR THE PROPERTY.2.THE CONTRACTOR IS TO PROTECT ALL ITEMS TO REMAIN, STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, SIGNS, ETC. THAT ARE DISTURBED SHALLBE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESSPROVISIONS FOR PAYMENT ARE MADE IN THE PROPOSAL.3.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIESIN THE AREA CAN BE LOCATED.4.THIS PLAN SHOULD BE USED IN CONJUNCTION WITH THE TOPOGRAPHICAL SURVEY FOR REFERENCE. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES,PIPES, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELFTO AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIREDBY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS OR RELOCATIONS NECESSARY SHALL BE BORNE BY THE CONTRACTOR.5.WITHOUT REGARD TO THE MATERIALS ENCOUNTERED, ALL ROADWAY EXCAVATION, ROUGH EXCAVATION, AND DRAINAGE EXCAVATION SHALL BE UNCLASSIFIEDAND SHALL BE DESIGNATED AS "EXCAVATION". IT SHALL BE DISTINCTLY UNDERSTOOD THAT ANY REFERENCE TO SUBSURFACE MATERIALS ON THE PLANS ANDIN THE BID DOCUMENTS, WHETHER IN NUMBERS, WORDS, LETTERS OR LINES IS SOLELY FOR THE OWNER'S INFORMATION AND IS NOT TO BE TAKEN AS ANINDICATION OF CLASSIFIED EXCAVATION OR THE QUANTITY OF EITHER ROCK, EARTH, OR ANY OTHER MATERIAL INVOLVED. THE CONTRACTOR MUST DRAW HISOWN CONCLUSIONS AS TO THE CONDITIONS TO BE ENCOUNTERED. THE OWNER DOES NOT GIVE ANY GUARANTEE AS TO THE ACCURACY OF THE DATA, AND NOCLAIM WILL BE CONSIDERED FOR ADDITIONAL COMPENSATION WHEN THE MATERIALS ENCOUNTERED ARE NOT IN ACCORD WITH THE CLASSIFICATION SHOWN.6.ALL SALVAGEABLE ITEMS SHALL BE STORED FOR REVIEW BY OWNER PRIOR TO REMOVAL.7.CONTRACTOR TO DISPOSE OF ALL UNSALVAGEABLE MATERIAL TO BE REMOVED. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OF AS SPECIFIED, UNLESS OTHERWISE NOTED.8.ALL ABANDONED SERVICE LINES SHALL BE DISCONNECTED AND CAPPED PER UTILITY COMPANIES REQUIREMENTS. COORDINATE ALL DISCONNECTIONS WITHUTILITY COMPANIES.9.AT ALL LOCATION WHERE EXISTING CONCRETE IS TO BE REMOVED AND IS IMMEDIATELY ADJACENT TO CONCRETE TO REMAIN, SAW-CUT AT EXISTING CONTROLJOINT. VERIFY IN FIELD. ALL CURB AND GUTTER ALONG STREETS ARE TO BE REMOVED WITH SAW-CUT AT CONCRETE/ASPHALT JOINT.10.DEMOLITION CONTRACTOR MUST VISIT SITE AND VERIFY ALL EXISTING SITE CONDITIONS.11.CONTRACTOR IS TO BRING TO THE ATTENTION OF THE CIVIL ENGINEER ANY AREA OF DEMOLITION IN QUESTION BEFORE PROCEEDING WITH WORK.12.CONTRACTOR TO REVIEW AND COORDINATE DEMOLITION LIMITS WITH NEW CONSTRUCTION PLANS.13.EXISTING CLEAN TOPSOIL TO BE STOCKPILED FOR FUTURE USE ON THIS SITE, TO BE COORDINATED BY THE GENERAL CONTRACTOR.GENERAL EROSION CONTROL NOTES:1.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOTSHOWN. ALL REPAIRS OR RELOCATION'S NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OFSUCH REPAIRS OR RELOCATION'S NECESSARY SHALL BE BORNE BY THE CONTRACTOR.2.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTERCONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADEIN THE PROPOSAL.3.EROSION CONTROL DEVICES SHALL BE INSTALLED AS THE PROJECT PROGRESSES AND AREAS ARE DISTURBED.4.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.5.ALL INLETS ON AND ADJACENT TO THE SITE SHALL BE PROTECTED FROM SEDIMENT.6.INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND FOLLOWING RAINFALL EVENTS OF 0.5 INCHES OR GREATER.7.ALL EROSION CONTROL DEVICES ARE TO BE MAINTAINED IN GOOD WORKING CONDITION THROUGHOUT THE DURATION OF THIS PROJECT ANDUNTIL PERMANENT VEGETATION IS ESTABLISHED. ALL SEDIMENT TRAPS ARE TO BE CLEANED AS REQUIRED.8.ALL DISTURBED AREAS LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER ARE TO RECEIVE TEMPORARY VEGETATION AND GET MULCHED.9.REMOVE EROSION CONTROL DEVICES AFTER PERMANENT VEGETATION IS ESTABLISHED.10.THIS EROSION CONTROL PLAN AND ALL EROSION CONTROL DEVICES MAY BE ADDED TO OR DELETED AS DIRECTED BY THE ENGINEER.11.THE LOCATIONS OF THESE EROSION CONTROL DEVICES MAY BE CHANGED IF SITE CONDITIONS WARRANT, TO PREVENT EROSION.12.CONTRACTOR TO COMPLY WITH ALL OSHA SAFETY REQUIREMENTS. ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW SILT FENCE (TYP.)SILT FENCE (TYP.)REMOVE & DISPOSE OFEXISTING SIDEWALKREMOVE & DISPOSE OFEXISTING TRUNCATEDDOME PADREMOVE & RELOCATEEXISTING VAULTS(COORDINATE WITHUTILITY COMPANY)REMOVE & RELOCATE EXISTING "STOP"SIGN AS SHOWN ON SITE PLAN DRAWINGREMOVE & DISPOSE OF EXISTINGCURB & GUTTER AND PAVEMENTREMOVE & DISPOSE OFEXISTING CURB & GUTTEREXISTING RIGHT-OF-WAY BOUNDARYEXISTING RIGHT-OF-WAY BOUNDARYEXISTING RIGHT-OF-WAY BOUNDARYREMOVE & DISPOSE OFEXISTING TRUNCATEDDOME PADSPROTECT EXISTING BIKELANE STRIPINGEXISTING BICYCLE MARKINGSTO BE PROTECTEDSCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:23pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'8DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080DEMOLITION &EROSIONCONTROL PLAN IIDEMOLITION NOTES:1.THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS NECESSARY FOR THE COMPLETION OF THE PROJECT. THE MAIN ITEMS TO BE REMOVED ARE:SOME CURB AND GUTTER, EXISTING SIDEWALKS, FIRE HYDRANTS, UTILITY BOXES/VAULTS, A STREET LIGHT POLE, ETC. THE EXISTING UTILITY SERVICES ARE TOBE DISCONNECTED AND CAPPED PER UTILITY COMPANIES REQUIREMENTS. THE MAIN ITEMS TO REMAIN INCLUDE: MOST OF THE EXISTING CURB AND GUTTER,PUBLIC STREETS, TRAFFIC SIGNALS/CONTROLS AND OTHER UTILITY MAINS ON OR NEAR THE PROPERTY.2.THE CONTRACTOR IS TO PROTECT ALL ITEMS TO REMAIN, STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, SIGNS, ETC. THAT ARE DISTURBED SHALLBE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESSPROVISIONS FOR PAYMENT ARE MADE IN THE PROPOSAL.3.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIESIN THE AREA CAN BE LOCATED.4.THIS PLAN SHOULD BE USED IN CONJUNCTION WITH THE TOPOGRAPHICAL SURVEY FOR REFERENCE. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES,PIPES, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELFTO AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIREDBY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS OR RELOCATIONS NECESSARY SHALL BE BORNE BY THE CONTRACTOR.5.WITHOUT REGARD TO THE MATERIALS ENCOUNTERED, ALL ROADWAY EXCAVATION, ROUGH EXCAVATION, AND DRAINAGE EXCAVATION SHALL BE UNCLASSIFIEDAND SHALL BE DESIGNATED AS "EXCAVATION". IT SHALL BE DISTINCTLY UNDERSTOOD THAT ANY REFERENCE TO SUBSURFACE MATERIALS ON THE PLANS ANDIN THE BID DOCUMENTS, WHETHER IN NUMBERS, WORDS, LETTERS OR LINES IS SOLELY FOR THE OWNER'S INFORMATION AND IS NOT TO BE TAKEN AS ANINDICATION OF CLASSIFIED EXCAVATION OR THE QUANTITY OF EITHER ROCK, EARTH, OR ANY OTHER MATERIAL INVOLVED. THE CONTRACTOR MUST DRAW HISOWN CONCLUSIONS AS TO THE CONDITIONS TO BE ENCOUNTERED. THE OWNER DOES NOT GIVE ANY GUARANTEE AS TO THE ACCURACY OF THE DATA, AND NOCLAIM WILL BE CONSIDERED FOR ADDITIONAL COMPENSATION WHEN THE MATERIALS ENCOUNTERED ARE NOT IN ACCORD WITH THE CLASSIFICATION SHOWN.6.ALL SALVAGEABLE ITEMS SHALL BE STORED FOR REVIEW BY OWNER PRIOR TO REMOVAL.7.CONTRACTOR TO DISPOSE OF ALL UNSALVAGEABLE MATERIAL TO BE REMOVED. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OF AS SPECIFIED, UNLESS OTHERWISE NOTED.8.ALL ABANDONED SERVICE LINES SHALL BE DISCONNECTED AND CAPPED PER UTILITY COMPANIES REQUIREMENTS. COORDINATE ALL DISCONNECTIONS WITHUTILITY COMPANIES.9.AT ALL LOCATION WHERE EXISTING CONCRETE IS TO BE REMOVED AND IS IMMEDIATELY ADJACENT TO CONCRETE TO REMAIN, SAW-CUT AT EXISTING CONTROLJOINT. VERIFY IN FIELD. ALL CURB AND GUTTER ALONG STREETS ARE TO BE REMOVED WITH SAW-CUT AT CONCRETE/ASPHALT JOINT.10.DEMOLITION CONTRACTOR MUST VISIT SITE AND VERIFY ALL EXISTING SITE CONDITIONS.11.CONTRACTOR IS TO BRING TO THE ATTENTION OF THE CIVIL ENGINEER ANY AREA OF DEMOLITION IN QUESTION BEFORE PROCEEDING WITH WORK.12.CONTRACTOR TO REVIEW AND COORDINATE DEMOLITION LIMITS WITH NEW CONSTRUCTION PLANS.13.EXISTING CLEAN TOPSOIL TO BE STOCKPILED FOR FUTURE USE ON THIS SITE, TO BE COORDINATED BY THE GENERAL CONTRACTOR.GENERAL EROSION CONTROL NOTES:1.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS, SHOWN AND NOTSHOWN. ALL REPAIRS OR RELOCATION'S NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OFSUCH REPAIRS OR RELOCATION'S NECESSARY SHALL BE BORNE BY THE CONTRACTOR.2.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TO THEIR ORIGINAL OR BETTERCONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADEIN THE PROPOSAL.3.EROSION CONTROL DEVICES SHALL BE INSTALLED AS THE PROJECT PROGRESSES AND AREAS ARE DISTURBED.4.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.5.ALL INLETS ON AND ADJACENT TO THE SITE SHALL BE PROTECTED FROM SEDIMENT.6.INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND FOLLOWING RAINFALL EVENTS OF 0.5 INCHES.7.ALL EROSION CONTROL DEVICES ARE TO BE MAINTAINED IN GOOD WORKING CONDITION THROUGHOUT THE DURATION OF THIS PROJECT ANDUNTIL PERMANENT VEGETATION IS ESTABLISHED. ALL SEDIMENT TRAPS ARE TO BE CLEANED AS REQUIRED.8.ALL DISTURBED AREAS LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER ARE TO RECEIVE TEMPORARY VEGETATION AND MULCHED.9.REMOVE EROSION CONTROL DEVICES AFTER PERMANENT VEGETATION IS ESTABLISHED.10.THIS EROSION CONTROL PLAN AND ALL EROSION CONTROL DEVICES MAY BE ADDED TO OR DELETED AS DIRECTED BY THE ENGINEER.11.THE LOCATIONS OF THESE EROSION CONTROL DEVICES MAY BE CHANGED IF SITE CONDITIONS WARRANT TO PREVENT EROSION.12.CONTRACTOR TO COMPLY WITH ALL OSHA SAFETY REQUIREMENTS. ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWPROPOSED 12' WIDE MIXED-USETWO-DIRECTIONAL ASPHALT TRAILPROPOSED 12' WIDE MIXED-USETWO-DIRECTIONAL ASPHALT TRIALNEW CURB & GUTTERPROPOSED 12' WIDE TWO-DIRECTIONALBICYCLE ASPHALT TRIALTRAIL CONNECTION TOEXISTING BIKE LANE(SEE DETAIL SHEET 15)PROPOSED 12' WIDE MIXED-USEASPHALT CROSSWALK'STOP' LINE'STOP' LINE'STOP' LINER34.0 'PROPOSED 12' WIDE MIXED-USEASPHALT CROSSWALKPROPOSED RAISED 12' WIDEMIXED-USE CROSSWALKR50.0'NEW CURB & GUTTERR40.0'R2 3 . 0 'RELOCATE BUS STOP BENCHIN COORDINATION WITHROCK REGION METROPROPOSED RAISED 12' WIDEMIXED-USE CROSSWALKOWNER: VERIZONOWNER: VERIZONOWNER: VERIZONOWNER: VERIZONOWNER: VERIZONPROPOSED 12' WIDE ASPHALTSIDEWALK CONNECTING TOEXISTING CONCRETE SIDEWALKAT VERIZON PARKING LOT(APPROX 500' IN LENGTH)-THIS WILL INCLUDE THEREMOVAL OF A LARGE TREE.R45. 0 'CONCRETE- TO ALLOW FORPOSSIBLE FUTURE ADDITIONR66.0'TRAIL CONNECTION TOEXISTING ASPHALT SIDEWALKCONCRETE - TO ALLOW FORPOSSIBLE FUTURE ADDITIONR25.0'CENTER MEDIAN TO BE RESHAPEDHERE TO NARROW TRAIL USERS'CROSSING DISTANCE AT PUBLIC STREETPOSSIBLE FUTURE ADDITIONPOSSIBLE FUTURE ADDITIONNEW CURB & GUTTER'STOP' LINEDISTURBED GRASSAREAS TO BE SEEDEDTRAIL CONNECTION TOEXISTING BIKE LANE(SEE DETAIL SHEET 15)EXISTING DRAINAGE BOX COVERTO BE PROTECTED. DO NOT COVEREXISTING DRAINAGE BOX COVERTO BE INTEGRATED INTO NEWASPHALT TRAIL. DO NOT COVERPROPOSED 12' WIDE MIXED-USECONCRETE CROSSWALKEXISTING "STOP" SIGN TOBE RELOCATED AS SHOWN24+34TRAIL B20+00TRAIL B21+0022+00 23+0024+00L=25.599, R=56.000D=26.1914S19° 14' 39.67"E71.748'PI: 23+27.63PC: 20+71.75PC: 21+34.65PC: 21+83.57PT: 20+97.35PT: 21+37.41PT: 22+50.06PRC: 21+94.02S6° 56' 48.24"W37.299'L=2.763, R=9.000D=17.5905S10° 38' 37.61"E46.160'L=10.454, R=9.000D=66.5542L=56.038, R=56.000D=57.3342S19° 40' 41.05"E77.571'N70° 11' 15.68"E106.593'N70° 11' 15.68"E106.593'0+00TRAIL A1+002+003+004+005+00PC: 0+70.21PCC: 0+72.77PRC: 1+23.27PCC: 1+30.72PT: 1+34.59PC: 1+79.46PT: 1+97.06PC: 2+10.31PT: 2+44.28PI: 2+67.93PI: 3+09.54PC: 5+39.49PRC: 5+60.69PT: 5+74.34S16° 07' 02.13"E70.215'L=2.560, R=21.000D=6.9840L=50.492, R=72.176D=40.0824L=50.492, R=72.176D=40.0824L=7.453, R=9.000D=47.4485L=3.868, R=84.000D=2.6380S18° 49' 42.33"E44.873'L=17.605, R=29.847D=33.7957S18° 22' 47.98"W13.242'L=33.975, R=51.000D=38.1686S20° 23' 09.81"E23.646'S20° 08' 09.71"E41.609'S19° 29' 00.68"E229.952'L=21.204, R=46.098D=26.3543L=13.647, R=40.000D=19.5473S20° 43' 15.16"E5.901'R15.0'R15.0'R29.8' R25.0' R15.0'R15.0'50.0'12.0'50.0'1 2 . 0 '12.0'12.0' 3.0' TYP. 12.0'100.0' MIN.12.0'12.0' 3.0' TYP 23.1'TRAIL A 2+88 = TRAIL B 4+34CONNECTION POINT(BOP)(BOP)(EOP)INSTALL RAPIDFLASHING BEACONINSTALL RAPIDFLASHING BEACONSCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:25pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'9DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080PRELIMINARYSITE LAYOUT IGENERAL NOTES:1.ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/OVERHEAD OR UNDERGROUND POWER SOURCES.2.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OFTHE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BEMADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BEBORNE BY THE CONTRACTOR.3.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THECONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.4.ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO MANHOLE LIDS, VALVE BOXES, UTILITY PEDESTALS, FIREHYDRANTS, ETC. SHALL BE ADJUSTED TO PROPOSED GRADE.5.ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.6.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 811 (48) HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.7.WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINESCROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSEENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH INWRITING.8.INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN.INSET1"=20'NOTE:NO CONSTRUCTION WORK TO BE PERFORMEDOUTSIDE OF EXISTING RIGHT OF WAY. ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW EXISTING "STOP" SIGN TOBE RELOCATED AS SHOWNNEW CURB & GUTTEREXISTING 84" CMP DRAINAGE CULVERTS100' OF HANDRAIL (SEE DETAIL)EXISTING ARKANSAS RIVER TRAILPROPOSED 12' WIDE MIXED-USETWO-DIRECTIONAL ASPHALT TRAILR34.0' R94.0'PROPOSED RAISED 12' WIDEMIXED-USE CROSSWALKR35.0' R448.0'PROPOSED 3' TALL BOLLARDPROPOSED 3' TALL BOLLARD120' LENGTH OF REINFORCEDCONCRETE SIDEWALK WITHTURNDOWN EDGE (SEE DETAIL)OWNER: VERIZONOWNER: VERIZONOWNER: VERIZONOWNER: JWL I LTD PARTNERSHIPOWNER: CITY OF LITTLE ROCKOWNER: KAPPA REALITY LLCOWNER: CITY OF LITTLE ROCKPROPOSED RAISED 12' WIDEMIXED-USE CROSSWALKTRAIL CONNECTION TO EXISTINGCONCRETE SIDEWALKINSTALL 23' of 18" DIAMETER PVC PIPECOMPLETE WITH YARD DRAIN & F.E.S.TO ALLOW GRASSED AREA TO DRAINPROTECT EXISTING BIKELANE STRIPINGEXISTING TRAIL TO BE OVERLAID WITH FRESHASPHALT TO CREATE A SMOOTH TRANSITIONFROM THE RAISED CROSSWALK ONTO THE TRAIL6+007+008+009+0010+0010+45TRAIL APC: 5+39.49PRC: 5+60.69PT: 5+74.34PI: 5+80.24PC: 6+18.38PCC: 6+24.37PCC: 6+29.97PRC: 6+43.03PT: 6+58.38PC: 7+88.31PT: 9+10.12PC: 9+61.19PT: 10+19.25L=21.204, R=46.098=26.3543L=13.647, R=40.000D=19.5473S20° 43' 15.16"E5.901'S20° 31' 14.99"E38.138'L=5.989, R=53.000D=6.4742L=5.608, R=51.584D=6.2291L=13.059, R=53.000D=14.1179L=15.351, R=41.000D=21.4526L=15.351, R=41.000D=21.4526S19° 20' 34.91"E129.923'L=121.811, R=454.000D=15.3728S34° 42' 56.84"E51.075'L=58.052, R=100.019D=33.2550S0° 45' 25.33"E26.218'R47.0'R28.3'R29.8' R25.0' 3.0'TYP.12.0' 12.0'(EOP)SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:27pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'10DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080PRELIMINARYSITE LAYOUT IIGENERAL NOTES:1.ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/OVERHEAD OR UNDERGROUND POWER SOURCES.2.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OFTHE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BEMADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BEBORNE BY THE CONTRACTOR.3.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THECONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.4.ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO MANHOLE LIDS, VALVE BOXES, UTILITY PEDESTALS, FIREHYDRANTS, ETC. SHALL BE ADJUSTED TO PROPOSED GRADE.5.ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.6.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 811 (48) HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.7.WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINESCROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSEENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH INWRITING.8.INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN.NOTE:NO CONSTRUCTION WORK TO BE PERFORMEDOUTSIDE OF EXISTING RIGHT OF WAY. ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROW254.23253.98TC 253.96(BC 253.63)EX. TC 255.63EX. BC 255.30TC 255.67BC 255.34EX. TC 255.24EX. BC 254.91TC 255.72BC 255.39EX. TC 255.30EX. BC 255.02TC 254.10(BC 253.77)TC 254.10BC 253.77TC 254.19BC 253.86TC 254.16(BC 253.83)253.26253.43254.05TC 254.07BC 253.74TC 254.13(BC 253.80)TC 254.00BC 253.67TC 254.21(BC 253.88)TC 254.30BC 253.97253.99TC 254.21BC 253.88TC 254.47(BC 254.14)TC 254.33(BC 254.00)TC 254.59BC 254.26TC 254.22BC 253.89TC 253.92BC 253.65EX. TC 254.77EX. BC 254.47255.02255.26EX. TC 255.02EX. BC 254.72255.12255.36253.20253.38252.78252.35252.72252.29TC 254.08(BC 253.75)TC 254.33BC 254.00EX. TC 254.58EX. BC 254.25TC 253.96BC 253.63TC 253.94BC 253.61EX. TC 253.30EX. BC 253.07EX. TC 252.96EX. BC 252.76EX. TC 253.57EX. BC 253.24EX. TC 253.30EX. BC 252.97255.10254.86255.37255.13EX. TC 255.67EX. BC 255.38EX. TC 255.32EX. BC 254.99255.35255.61255.90EX. TC 255.61EX. BC 255.28EX. TC 255.90EX. BC 255.64255.54255.73255.63255.82255.95255.71256.27256.11EX. TC 256.35EX. BC 255.85257.49257.69257.40EX. TC 258.19EX. BC 257.75TC 255.66BC 255.33TC 254.02BC 253.69EX. TC 253.77EX. BC 253.44TC 253.63BC 253.30255.81255.56TC 254.09BC 253.76EXISTING SINK HOLE TO BEBROUGHT UP TO GRADE2% MAX 2% MAX 2% MAX 2 % M A X 2%MAX 2%MAX 2% MAX SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:28pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'11DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080GRADING &DRAINAGE PLANIGENERAL NOTES:1.ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/OVERHEAD OR UNDERGROUND POWER SOURCES.2.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OFTHE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BEMADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BEBORNE BY THE CONTRACTOR.3.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THECONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.4.ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO MANHOLE LIDS, VALVE BOXES, UTILITY PEDESTALS, FIREHYDRANTS, ETC. SHALL BE ADJUSTED TO PROPOSED GRADE.5.ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.6.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 811 (48) HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.7.WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINESCROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSEENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH INWRITING.8.INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN. ROW ROW ROW ROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW TC 256.86BC 256.36TC 258.13(BC 257.80)TC 257.99BC 257.49256.64257.49257.69257.40EX. TC 258.19EX. BC 257.75TC 258.22BC 257.89TC 257.52(BC 257.19)TC 257.44BC 256.94TC 259.27(BC 258.94)TC 259.80BC 259.47259.75TC 257.25BC 256.75TC 258.53(BC 258.20)259.51259.85259.73258.09257.85256.40255.74255.50EX. TC 263.05EX. BC 262.78TC 262.19BC 261.86TC 257.79(BC 257.46)TC 258.37BC 258.04257.79TC 256.83BC 256.50TC 255.52BC 255.19BC 256.83256.20258.77TC 257.76(BC 257.43)FL=252.0023 LF OF 18" PVC @ 4.35% SLOPE2% MAX 2% MAX 2%MAX2%MAX 2% MAX 2532542552562572%MAX 257256GROUND 3' ON EITHER SIDE OF NEWTRAIL TO BE GRADED VIRTUALLYFLAT (SEE DETAIL ON SHEET 15)GROUND 3' ON EITHER SIDE OF NEWTRAIL TO BE GRADED VIRTUALLYFLAT (SEE DETAIL ON SHEET 15)TC 257.19(BC 256.86)257256EXISTING TRAIL TO BE REGRADEDTO SUIT ELEVATION OF NEWMIXED-USE CROSSWALKNYLOPLAST YARD DRAINRIM=255.11INV OUT=253.00SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:28pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'12DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080GRADING &DRAINAGE PLANIIGENERAL NOTES:1.ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/OVERHEAD OR UNDERGROUND POWER SOURCES.2.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OFTHE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BEMADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BEBORNE BY THE CONTRACTOR.3.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THECONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.4.ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO MANHOLE LIDS, VALVE BOXES, UTILITY PEDESTALS, FIREHYDRANTS, ETC. SHALL BE ADJUSTED TO PROPOSED GRADE.5.ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.6.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 811 (48) HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.7.WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINESCROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSEENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH INWRITING.8.INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN. ROW ROW ROW ROW ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROW--TRAILX-INGW11-15W11-15PW16-7pL-FORHERESTOPR1-5bL--W11-15W11-15PW16-7pR-TRAILX-ING-FORHERESTOPR1-5bR-W11-15PW16-7pRW11-15TRAILX-INGTRAILX-INGW11-15W11-15PW16-7pL--FORHERESTOPR1-5bRFORHERESTOPR1-5bL-W11-15W16-9PAHEADW16-9PW11-15432165INSTALL 12" SOLIDWHITE STOP BARINSTALL 12" SOLID WHITE STOP BARCONTROLLER CABINET MOUNTEDON CONCRETE PADAHEAD50.0'100.0'50.0'100.0'200.0'200.0'POLE BPOLE AR10-3eR10-3e1-3" NMC*0.5" NMC1-3" NMC*0.5" NMC1.25" NMC1-3" NMC*0.5" NMCPRIMARY SERVICE CONNECTION FOR CONTROLLER(CONTRACTOR SHALL COORDINATE WITH ENTERGYAND PROVIDE THE SERVICE CONNECTION)INSTALL THERMOPLASTICPAVEMENT MARKINGINSTALL THERMOPLASTICPAVEMENT MARKINGUGE R10-481-3" NMCPOLE D1-3" NMC1-3" NMC*0.5" NMCPEDESTAL DISCONNECT (TESCO)R10-47UGE1-3" NMC*0.5" NMCUGE UGE UGE UGE 1-3" NMCPOLE C--W11-15PW16-7pR**SD-15W11-15W11-15PW16-7pLTRAILX-INGTRAILX-ING**SD-15W11-15REMOVE AND DISPOSE OFEXISTING SIGN AND POSTR10-25R10-25TRAFFIC SIGNAL CONTROLLERSIGNAL HEADCONCRETE PULL BOX (TYPE 2 HD)3SIGNSCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:29pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'13DLR1 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080HAWK SIGNALPLANGENERAL NOTES:1.ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/OVERHEAD OR UNDERGROUND POWER SOURCES.2.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OFTHE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BEMADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BEBORNE BY THE CONTRACTOR.3.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THECONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.4.ALL EXISTING SITE FEATURES, INCLUDING BUT NOT LIMITED TO MANHOLE LIDS, VALVE BOXES, UTILITY PEDESTALS, FIREHYDRANTS, ETC. SHALL BE ADJUSTED TO PROPOSED GRADE.5.ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.6.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 811 (48) HOURS PRIOR TO DIGGING IN ORDER THATUNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.7.WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINESCROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSEENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH INWRITING.8.INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GASLINES (20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN.INSET1"=20'SPECIAL NOTES:1.SEE WIRING PLAN FOR CONDUITS AND WIRING.2.REFER TO ATTACHED ArDOT STANDARD DETAIL SHEETS.3.ALL SIGNS TO CONFORM TO MUTCD 2009.4.CONTRACTOR SHALL FIELD VERIFY POLE LOCATIONS WITH REGARD TO HORIZONTALPLACEMENT FOR CLEARANCE FROM UTILITIES AND OTHER APPURTENANCES ANDVERIFY VERTICAL CLEARANCE FOR POLE SHAFT FOR ABSENCE OF CONFLICT WITHOVERHEAD UTILITIES AND OTHER APPURTENANCES.5.CONTRACTOR SHALL OBTAIN APPROVAL OF PERMITTING JURISDICTIONS PRIOR TOORDERING POLES AND SIGNAL HEADS.6.ALL CONDUIT TO BE 3" NON-METALLIC UNLESS OTHERWISE SPECIFIED ON PLANS.7.ALL TRAFFIC SIGNAL HEADS SHALL BE LED.8.THERE SHALL BE NO DEVIATION FROM THIS PLAN WITHOUT PRIOR WRITTENAPPROVAL FROM THE ENGINEER.9.PEDESTRIAN PUSH BUTTON SHALL BE BULLDOG POLARA. THE PRICE FOR PUSHBUTTONS TO BE INCLUDED IN ITEMS 35, 36, & 38.10.ALL SIGNAL POLES SHALL BE GALVANIZED.11.LUMINAIRES SHALL BE LEOTEK 6C1-60F-MV-NW-3-6Y-700POLEBAMASTARM(S)LENGTH26 FT.28 FT.MAST ARM(S) ORIENTATIONANGLE FROM HAND HOLE(CLOCKWISE)180 DEGREES180 DEGREESVERTICALSHAFTLENGTH35'-0"35'-0"NORTHINGEASTING155754.111221120.97155808.511221207.22POLE DIMENSIONSPHASING DIAGRAMN.T.S.12SIGNAL HEADSN.T.S.RRY1,2,3,45,6,7,8*0.5" NMC FOR CONTROLLER OR POLE GROUND RODCONNECTION. THE COST OF 0.5" NMC IS INCLUDEDIN ITEM 25, 35, 36, OR 38 RESPECTIVELY.**REFER TO ArDOT SD-15 FOR SOLAR POWERED FLASHINGBEACON DETAIL. THE COST OF SIGNS AND POSTS ISCOVERED SEPARATELY BY ITEMS 14 AND 35RESPECTIVELY. THE COST OF REMAINING ITEMS TOCOMPLETE WORK PER ArDOT SD-15 IS INCLUDED IN ITEM21. BEACONS SHALL BE CIRCULAR, SHALL INITIATEOPERATION ONLY UPON PEDESTRIAN ACTUATION, ANDSHALL CEASE ACTIVATION AT A PREDETERMINED TIMEAFTER THE PEDESTRIAN ACTUATION. A PEDESTRIANINSTRUCTION SIGN (R10-25) SHALL ACCOMPANY EACHPEDESTRIAN PUSH BUTTON AND SHALL BE PAID FOR BYITEM 14 RESPECTIVELY.MUTCDNUMBERSIGNSR1-5bR1-5bSTOP HERE FOR PEDESTRIANS (LEFT)STOP HERE FOR PEDESTRIANS (RIGHT)R10-3eW11-15W11-15PW16-7pLW16-7pRCOUNT-DOWN PEDESTRIANCOMBINATION BIKE AND PEDESTRIAN CROSSINGTRAIL CROSSING (PLAQUE)LEFT DIAGONAL ARROW PLAQUERIGHT DIAGONAL ARROW PLAQUEW16-9pAHEAD PLAQUECOUNTSIZE2229642336"x36"36"x36"9"x15"36"x36"24"x18"24"x12"24"x12"24"x12"NAMEACTIVATIOND - DARKFY - FLASHING YELLOWY - STEADY YELLOWR - STEADY REDALT. FR - ALTERNATING FLASHING REDDW - DONT WALKW - WALKFDW - FLASHING DONT WALK3SIGNALFACES1CLEARANCE2INTERSECTION INTERVALSCLEARANCEFLASHSEQUENCE21456FYDYRALT.FRYFYDYRALT.FRYFYDYRALT.FRYFYDYRALT.FRYDWDWDWWFDWDWDWDWDWWFDWDWINTERVAL CHARTLEGENDR10-25PUSH BUTTON TO TURN ON WARNING LIGHTS29"x12"CN.A.N.A.12'-0"155777.911221178.85LUMINAIRE ARMLUM.ARMLENGTH15'-0"15'-0"N.A.R10-4PUSH BUTTON FOR WALK SIGNAL29"x12"25CONTROLLER, HYBRID BEACON27282930TRAFFIC SIGNAL HEAD, LED, (3 SECTION, 1 WAY)COUNTDOWN PEDESTRIAN SIGNAL HEAD, LEDTRAFFIC SIGNAL CABLE (5c/14 A.W.G.)TRAFFIC SIGNAL CABLE (12c/14 A.W.G.)31NON-METALLIC CONDUIT (1.25")14456817320EACHEACHEACHLIN.FT.LIN.FT.LIN.FT.32NON-METALLIC CONDUIT (3")33CONCRETE PULL BOX (TYPE 2 HD)TRAFFIC SIGNAL MAST ARM AND POLE WITH FOUNDATION (26')34TRAFFIC SIGNAL PEDESTAL POLE WITH FOUNDATIONELECTRICAL CONDUCTORS-IN-CONDUIT (2c/6 A.W.G.)37ELECTRICAL CONDUCTORS-IN-CONDUIT (1c/8 A.W.G., EGC)145LIN.FT.5EACH1EACH2EACH112LIN.FT.225LIN.FT.3523REMOVE AND DISPOSE OF SIGNS1EACH22REMOVE AND DISPOSE OF SIGN POST1EACH36CHANNEL POST SIGN SUPPORT (TYPE A)1526SOLAR POWERED FLASHING BEACON2EACHEACHELECTRICAL CONDUCTORS FOR LUMINAIRES28519NON-METALLIC CONDUIT (3") W/ DIRECTIONAL BORE60LIN.FT.41LUMINAIRE ASSEMBLY2EACH42SERVICE POINT ASSEMBLY (2 CIRCUITS)1EACH43LIN.FT.TRAFFIC SIGNAL MAST ARM AND POLE WITH FOUNDATION (28')1EACH14STANDARD SIGN160SQ.FT.ITEMNO.QUAN.UNITITEMHAWK SIGNAL QUANTITIES16THERMOPLASTIC PAVEMENT MARKING (BIKE EMB.)4EACH18THERMOPLASTIC PAVEMENT MARKING (WHITE 12")44LIN. FT.PEDESTAL TYPE DISCONNECT1EACH403839DN.A.N.A.12'-0"155786.021221153.30N.A.44ELECTRICAL CONDUCTORS-IN-CONDUIT (1c/12 A.W.G., EGC)20LIN.FT.ONE SECTION(SOLID SYMBOL)NOTES:1.ALL SIGNAL HEADS SHALL HAVE BACKPLATES.2.REFER TO SPECIAL PROVISIONS FOR DETAILS ON NEW REQUIREMENTS FORPEDESTRIAN SIGNAL HEADS.3.ALL PEDESTRIAN SIGNAL HEADS CAN BE PLACED INTO OPERATION IF THERE AREBOTH WHEELCHAIR RAMPS AND A CROSSWALK THAT MEETS A.D.A.S.STANDARDS.78DWDWDWWFDWDWDWDWDWWFDWDW SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DESIGN.dwg 6/18/18 at 2:30pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-6803AS SHOWN14DLRHAWK SIGNALNOTESGENERAL NOTES:1.ALL OSHA REGULATIONS SHALL BE STRICTLY FOLLOWED AND SPECIAL CARE TAKEN TO PREVENT INTERACTION W/OVERHEAD OR UNDERGROUND POWER SOURCES.2.THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON THE PLANS. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OFTHE AFOREMENTIONED ITEMS, SHOWN AND NOT SHOWN. ALL REPAIRS TO UTILITIES DAMAGED BY CONTRACTOR SHALL BEMADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE. THE COST OF SUCH REPAIRS NECESSARY SHALL BEBORNE BY THE CONTRACTOR.3.ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC. THAT ARE DISTURBED SHALL BE RESTORED TOTHEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL BE BORNE BY THECONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.4.ALL CONCRETE SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE SPECIFIED.5.THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS PRIOR TO DIGGING INORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.6.WATERLINES SHALL HAVE MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN WATERLINESCROSS SANITARY SEWERS THEY SHALL HAVE A MINIMUM OF 18 INCHES VERTICAL SEPARATION WITH WATER ON TOP, ELSEENCASEMENT PIPE WILL BE REQUIRED. ANY DEVIATION MUST BE APPROVED BY THE ARKANSAS DEPARTMENT OF HEALTH INWRITING.7.INSTALL POLYETHYLENE ENCASEMENT AT ALL LOCATIONS WHERE NEW WATERLINE CROSSES EXISTING NATURAL GAS LINES(20' EACH SIDE OF CROSSING) AND WHERE OTHERWISE SHOWN.8.GROUND DISTURBED DURING CONSTRUCTION IS TO BE VEGETATED WITH BERMUDA SOD. CONTRACTOR TO TEMPORARILYIRRIGATE SOD UNTIL FULLY ESTABLISHED.HIGHWAY TRAFFIC SIGNAL HEADS:1.ALL TRAFFIC SIGNAL HEADS FOR THIS PROJECT SHALL BE POLYCARBONATE. ALL HEADS SHALL BE BLACK. ALL VISORS SHALL BE TUNNEL TYPE.2.ALL SIGNAL HEADS SHALL BE COVERED WITH BURLAP UNTIL PLACED INTO OPERATION. LED'S FOR SIGNAL FACES SHALL BE FURNISHED BY THE CONTRACTOR.3.SIGNAL HEADS MOUNTED ON POLES AND MAST ARMS SHALL BE LEVEL AND PLUMB.4.THE CONTRACTOR SHALL PROVIDE NECESSARY MOUNTING HARDWARE TO INSURE PROPER MOUNTINGOF ALL SIGNAL HEADS.5.ALTERNATIVE SIGNAL HEAD MOUNTING HARDWARE MAY BE APPROVED AS DIRECTED BY THE ENGINEER.CONDUIT:1.WHERE A TRENCH IS CUT THROUGH THE SURFACED PARKING SHOULDER, MEDIAN, DRIVEWAYS, OR SIDEWALK FOR LAYING CONDUIT, THE BASE AND SURFACING SHALL BE REPLACED WITH SIMILAR MATERIALS EQUAL IN APPEARANCE AND QUALITY TO THE ORIGINAL CONSTRUCTION. REPLACING BASE AND SURFACE WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO INSTALLING CONDUIT. ALL CONDUIT WILL HAVE MINIMUM COVER OF 18 in.2.WHEN BORING IS USED FOR UNDER PAVEMENT CONDUIT INSTALLATIONS, MAXIMUM ALLOWABLE OVERCUT SHALL BE 1 in. IN DIAMETER. CONDUIT UNDER NEWLY POURED PAVEMENT SHALL BE BORED.3.WHEN CONDUITS ARE BORED OR PUSHED, THE VERTICAL AND HORIZONTAL TOLERANCESSHALL NOT EXCEED 18 in. AS MEASURED FROM THE INTENDED TARGET POINT.4.A SAW CUT TRENCH DETAIL FOR INSTALLATION OF CONDUIT UNDER EXISTING PAVEMENTSHALL ONLY BE USED AT LOCATIONS WHERE CONDUIT CANNOT BE JACKED OR BORED. THE USE OF SAWCUT TRENCH SHALL ONLY BE MADE AT LOCATIONS APPROVED BY THE ENGINEER.5.THE MINIMUM BEND RADIUS ON CONDUIT SHALL BE AS FOLLOWS: 3" CONDUIT - 18 in.6.FOR CONDUIT RUNS IN EXCESS OF 250 ft., THE CONTRACTOR MAY INSTALL PULL BOXES AT HIS OWN EXPENSE, AT THE DISCRETION OF THE ENGINEER, FOR USE IN PULLING CABLE.7.CONTRACTOR SHALL PROVIDE PULL ROPE FOR FUTURE WIRE INSTALLATION FROM JUNCTION BOX TO JUNCTION BOX AND JUNCTION BOX TO POLE AND ALL CONDUIT.8.CONDUIT SHALL BE HDPE WITH NO IN-GROUND SPLICES.FULL ACTUATED SOLID STATE TRAFFIC SIGNAL CONTROLLER:1.THE CONTRACTOR SHALL INSTALL NEW CONTROLLERS AND CABINETS MOUNTED TO POLE PERArDOT DETAIL SHEET SD-11.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TERMINATING ALL FIELD WIRE IN THE CABINET.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING AND LOGIC CHANGES NECESSARY TO ACCOMPLISH PHASE ROTATION AND SEQUENCING SHOWN ON THE PLANS.4.THE CONTROLLER ASSEMBLY SHALL BE SIEMENS M52 (OR APPROVED EQUAL) AND TEMPLE 2-PHASE CABINET (OR APPROVED EQUAL).TRAFFIC SIGNAL NOTES:1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE NFPA 70 (2017) NATIONALELECTRICAL CODE, NFPA 101 (CURRENT EDITION) LIFE SAFETY CODE, STATE ELECTRICAL CODE AND LOCAL ELECTRICAL CODE.2.EXTEND GREEN EQUIPMENT GROUNDING CONDUCTOR (E.G.C.) FROM GROUND BAR AT MAIN BREAKER TO CONTROL PANEL AND TOFIRST POLE. SOLIDLY BOND E.G.C. TO GROUND LUG OF CONTROL CABINET AND TO POLE GROUND. ENSURE THAT ONLY ONE NEUTRAL-TO-GROUND BOND EXISTS IN THE SYSTEM AND THAT IT IS AT THE MAIN BREAKER.3.ELECTRICAL SERVICE SHALL BE PROVIDED BY THE CITY/COUNTY TO A SERVICE POLE WITH EXTERNAL RAINTIGHT BREAKER (MAINBREAKER), GALVANIZED STEEL SERVICE RISER, METER LOOP (IF REQUIRED), AND WEATHERHEAD AT A MUTUALLY ACCEPTABLE POINTWITHIN THE RIGHT-OF-WAY. IF THE SERVICE POINT IS OVER 10 FEET FROM THE CONTROLLER, THE CONTRACTOR SHALL PROVIDEAND INSTALL A SEPARATE TWO CIRCUIT EXTERNAL BREAKER (SECONDARY BREAKER) ON OR NEAR THE TRAFFIC SIGNAL CONTROLLERCABINET AND SHALL INSTALL CONDUIT, ELECTRICAL SERVICE WIRE (2c/#6 A.W.G. USE RATED, WITH GROUND TYPICAL), ANDPERFORM WIRING TO TAP INTO THE CITY'S/COUNTY'S MAIN BREAKER AS PART OF THIS CONTRACT. CONDUIT IS PAID FOR AS A SEPARATE ITEM OF THIS CONTRACT. TWO CIRCUIT BREAKERS, CONSIDERED SUBSIDIARY TO THE CONTROL EQUIPMENT, ARE NEEDED WHERE STREET LIGHTING IS INCLUDED. AS PART OF THE SIGNAL INSTALLATION, STREET LIGHTING CIRCUIT (2c/#12 A.W.G. UF RATED, TYPICAL) SHALL BE KEPT FROM THE CIRCUIT SERVING THE TRAFFIC SIGNAL CONTROL EQUIPMENT FROM THE POINT OF TIE-IN AT THE SECONDARY BREAKER PROVIDED BY THE CONTRACTOR.4.CONTRACTOR SHALL CONNECT A SEPARATE NEUTRAL FOR EACH LOAD SWITCH REPRESENTED ON EACH SIGNAL POLE.5.TRAFFIC CONTROLLER CABINET AND LAYOUT SHALL BE SUCH THAT IT IS NOT NECESSARY TO SHUT DOWN POWER OR REMOVE LOADSWITCHES IN ORDER TO EASILY TEST OR MODIFY DETECTOR INPUTS TO THE CONTROLLER.6.CONTROLLER CABINET SHALL BE WIRED SUCH THAT DURING FLASH OPERATIONS POWER TO THE LOAD SWITCHES CANNOT BACKFEEDTO LOAD SWITCH POWER BUSS.7.ALL PARTS OF THIS INSTALLATION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,STANDARD DRAWINGS AND WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION.8.CONDUIT INSTALLED UNDER ROADWAY SURFACES SHALL BE INSTALLED BY PUSHING OR BORING METHODS. IF THE ENGINEERDETERMINES THIS IS NOT FEASIBLE, THEN A TRENCHING METHOD AS SHOWN IN THE STANDARD DRAWINGS MAY BE USED.9.TRAFFIC SIGNAL POLES SHALL BE GALVANIZED. BACKPLATES SHALL BE SUPPLIED FOR ALL SIGNAL HEADS.10.PAVEMENT MARKINGS SHOWN FOR REFERENCE ONLY. SEE PERMANENT PAVEMENT MARKING DETAILS.11.FOUNDATION FOR ALL POLES SHALL BE EXTENDED IF NECESSARY TO ACCOMMODATE THE REQUIREMENTS FOR SIGNAL HEADCLEARANCE ABOVE ROADWAY ONLY AT LOCATIONS WHERE THE GROUND ELEVATION AT THE POLE IS BELOW THE ELEVATION OF THEROADWAY (SEE NOTES ON STANDARD DRAWING). PAYMENT WILL BE INCLUDED IN SECTION 714 TRAFFIC SIGNAL MAST ARM ANDPOLE WITH FOUNDATION OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, CURRENT EDITION.12.ALL CONCRETE PULL BOXES SHALL BE (TYPE 2 HD) UNLESS OTHERWISE INDICATED. ALL CONDUIT SHALL BE THREE (3”) INCHDIAMETER UNLESS SPECIFIED ON PLANS.13.CONTRACTOR SHALL NOTIFY ALL EXISTING UTILITY OWNERS BEFORE BEGINNING WORK ON THIS PROJECT.14.LUMINAIRE ASSEMBLIES SHALL BE OF THE LEOTEK LED TYPE.15.HARDWARE INPUTS MAY BE DETERMINED BY SUPPLIER. EACH DETECTOR OUTPUT SHALL INPUT THE CONTROLLER THROUGH ASEPARATE INPUT UNLESS OTHERWISE NOTED AND BE PROGRAMMED TO ACTUATE THE ASSOCIATED PHASE. COMBINATION (COMB.)DETECTORS SHALL ALSO BE PROGRAMMED TO PROVIDE VEHICLE COUNT/OCCUPANCY DATA.16.THE LOCAL RADIO WITH ANTENNA SHALL BE COMPATIBLE WITH THE EXISTING CLOSED LOOP COORDINATION SYSTEM IN THECITY/COUNTY.17.TO DETERMINE UTILITY CLEARANCES ABOVE THE TRAFFIC SIGNAL POLE, REFER TO THE POLE SCHEDULE FOR VERTICAL SHAFTHEIGHT. WHERE THE POLE SCHEDULE INDICATES THAT A LUMINAIRE ARM WILL BE USED, THIRTY-EIGHT (38') FEET SHOULD BE USEDTO DETERMINE UTILITY CLEARANCE ABOVE THE LUMINAIRE ARM. WHERE THE POLE SCHEDULE INDICATES A TRAFFIC SIGNAL POLEWITHOUT A LUMINAIRE ARM, A HEIGHT OF TWENTY-ONE (21') FEET SHOULD BE USED TO DETERMINE UTILITY CLEARANCE ABOVE THETRAFFIC SIGNAL MAST ARM. AN ADDITIONAL SIX (6') FEET SHOULD BE USED DIRECTLY ABOVE “VIDEO DETECTOR” AT LOCATIONSSHOWN ON THE SIGNAL PLANS.18.THE DESIRABLE MINIMUM DISTANCE FROM THE FACE OF ROADWAY CURB OR SHOULDER EDGE TO THE FACE OF NON-BREAKAWAYPOLE OR OBSTRUCTION IS SIX (6') FEET. REFER TO TRAFFIC SIGNAL PLANS FOR SPECIFIC LOCATION OF POLES, CONTROLLER ANDANY OTHER NON-BREAKAWAY OBSTRUCTIONS. REFER TO “DESIGN PARAMETERS, MINIMUM CLEAR ZONE DISTANCE” FOR MINIMUMDISTANCE FROM THE EDGE OF TRAVELED WAY TO THE FACE OF A NON-BREAKAWAY POLE OR OBSTRUCTION. TRAFFIC SIGNAL POLESOR ANY OTHER NON-BREAKAWAY OBSTRUCTION SHALL NOT BE INSTALLED WITHIN THE CLEAR ZONE.19.AS DETERMINED BY THE ENGINEER, FOUNDATION EMBEDMENT MAY BE DECREASED BY A MAXIMUM OF TWO FEET IF COMPETENTROCK IS ENCOUNTERED PRIOR TO ACHIEVING PLAN EMBEDMENT AND AT LEAST HALF OF THE REMAINING PLAN EMBEDMENT LENGTHIS KEYED INTO COMPETENT ROCK.20.CONNECTION OF TRAFFIC SIGNAL DISPLAY TO FIELD WIRING SHALL UTILIZE AN APPROVED TERMINAL STRIP BEHIND HAND-HOLECOVER AT BASE OF POLE. TERMINAL STRIP SHALL PROVIDE PROTECTION TO PREVENT EXPOSURE TO THE PUBLIC IN THE EVENT THATPOLE COVER IS MISSING. PAYMENT FOR TERMINAL STRIPS SHALL BE INCLUDED IN ITEM 714 TRAFFIC SIGNAL MAST ARM AND POLEWITH FOUNDATION OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, CURRENT EDITION.21.CONTROLLER CABINET LAYOUT AND ORIENTATION SHALL CONFORM TO IMSA STANDARDS.22.ONE VIDEO PROGRAMMNG MODULE SHALL BE PROVIDED FOR AIMING AND SETUP OF DETECTORS IF THE VIDEO SYSTEM CANNOT BEADJUSTED THROUGH HARDWARE AND SOFTWARE PROVIDED BY ITEMS WITHIN THE JOB.23.TRAFFIC SIGNAL CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER OR ASSIGNED DEPARTMENT PROJECT INSPECTOR EACH DAYPRIOR TO SIGNAL RELATED WORK. NO WORK ON TRAFFIC SIGNALS WILL BE ALLOWED OR APPROVED WITHOUT THIS PRIOR NOTIFICATION.24.ALL STEEL POLES SHALL BE DESIGNED TO MEET THE AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FORHIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, 4th EDITION (2001) WITH 2003 AND 2006 INTERIMS.25.DOOR PANEL TEST PUSH BUTTONS SHALL ACTUATE INDICATED PHASES. DETECTOR ASSIGNMENTS AND/OR SIDE PANEL JUMPERSMAY REQUIRE MODFICATION.26.ALL SYSTEM DETECTOR RACKS AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED BY THE MAIN CONTROLLER CABINET POWERSURGE PROTECTION.27.IN PULL BOXES, POLE BASES, JUNCTION BOXES AND CONTROLLER CABINETS, THE DIRECTION OF EACH CABLE RUN SHALL BEINDICATED BY ATTACHING A PERMANENT TAG OF RIGID PLASTIC OR NON-FERROUS METAL TO THE CONDUIT. TAGS SHALL BE EMBOSSED, STAMPED OR ENGRAVED WITH LETTERS ¼” OR GREATER IN HEIGHT AND SECURED TO THE CONDUIT WITH NYLON ORPLASTIC TIES. IN INSTANCES WHERE THE CONDUIT OR CONDUIT ENTRANCES ARE NOT VISIBLE OR ACCESSIBLE, A DIRECTION TAGSHALL BE ATTACHED TO EACH CABLE.28.THE CONTRACTOR SHALL PERFORM ALL WORK POSSIBLE THAT WILL MINIMIZE THE TIME THAT THE TRAFFIC SIGNAL IS OUT OFOPERATION. IF, IN THE OPINION OF THE ENGINEER, TRAFFIC CONDITIONS WARRANT THE CONTRACTOR SHALL PROVIDE FLAGMEN TODIRECT TRAFFIC WHILE THE TRAFFIC SIGNAL IS OUT OF OPERATION.WIRING DIAGRAMN.T.S.211-5c1-5c1-2c#121-1c#12EGC346POLE B1-5c1-5c1-5c1-2c#121-1c#12EGC1-1c#8EGC*1-12c, 1-5c, 1-2c#121-1c#8EGCCONCRETE PULL BOXPOLE D81-5cPOLE C71-5c1-5c1-1c#8EGC1-5c1-1c#8EGC1-1c#8EGC*TRAFFIC SIGNAL CONTROLLER AND CABINET(PER ArDOT STD. DRAWING SD-11).2-12c, 4-5c, 2-2c#121-1c#8EGC1-1c#8EGC*1-2c#61-1c#8EGCPRIMARY SERVICE CONNECTION FOR CONTROLLER(CONTRACTOR SHALL COORDINATE WITH ENTERGYAND PROVIDE THE SERVICE CONNECTION)POLE A1-12c, 3-5c, 1-2c#121-1c#8EGC1-5c1-1c#8EGCCONCRETE PULL BOXCONCRETE PULL BOXCONCRETE PULL BOXRIVERFRONT DRIVE SOUTH BOUNDRIVERFRONT DRIVE NORTH BOUND*1-1c#8EGC SHOWN SEPARATELY FROM CONTROLLEROR POLE TO NEAREST PULL BOX IS INCLUDED INITEM 25, 35, 36, OR 38 RESPECTIVELY.1-1c#8EGC*1-12c, 1-5c, 1-2c#121-1c#8EGC1-1c#8EGC*1-12c, 1-5c, 1-2c#121-1c#8EGC1-12c, 2-5c, 1-2c#121-1c#8EGC51-5c SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DETAILS.dwg 6/18/18 at 2:16pm DESCRIPTIONDATENO. REVISIONS DPWLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEC 2017Know what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-6803AS SHOWN15DLRMISCELLANEOUSDETAILS ICONCRETE SIDEWALK DETAILN.T.S.2% MAXCROSS SLOPE5% MAXRUNNING SLOPE12'-0"6" CRUSHED STONE BASE COURSE(CLASS 7) COMPACTED TO 98%MODIFIED PROCTOR DENSITYNOTE:JOINT SPACING TO BE LESS THAN 15' APART.SIDEWALK JOINTING DETAILN.T.S.4" CRUSHED STONE BASE COURSE(CLASS 7) COMPACTED TO 98%MODIFIED PROCTOR DENSITY4" CONCRETE (3000 PSI) WITHWELDED WIRE FABRIC W66"x6" IN TOP HALF OF SLABTOOLED EDGECONCRETE SIDEWALKR1/4"1/2"CLOSED CELL FOAM TYPEEXPANSION JOINT FILLERPORTABLE JOINT FILLERCONCRETE SIDEWALK JOINT PLANN.T.S.TOOLED CONTROL JOINTSCONTROL JOINTS @ 5'EXPANSION JOINTS @ 20'WITH FELTEXPANSION JOINTTOOLED CONTROL JOINTSEXPANSION JOINTPROVIDE BROOM FINISHON ALL SURFACES6" CRUSHED STONE CLASS 7BASE COURSE @ 98%MODIFIED PROCTOR DENSITYTYPICAL ASPHALT TRAIL SECTIONN.T.S.2" ASPHALT CONCRETE HOTMIX SURFACE COURSE2% MAX CROSS SLOPE3"R 6"FACE OF CURB9"7 5/16"3"R6"VARIES (1'-6" MIN.)SPECIFY ON PLANS2"1/4"RTYPE ATYPICAL SECTION CONCRETECURB & GUTTERN.T.S.1/4"RCOMPACTED SUBGRADETO 95% MODIFIEDPROCTOR DENSITY4" CLASS 7 CRUSHED STONE BASECOURSE COMPACTED TO 95%MODIFIED PROCTOR DENSITYVARIESDIRECTION OFTRAVELDIRECTION OFTRAVELADAAG TRUNCATED DOMESN.T.S.TRIANGULAR PATTERNSQUARE PATTERNPARALLEL ALIGNMENTSQUARE PATTERNDIAGONAL ALIGNMENT0.9"0.2"0.4"2.35"2.35"2.35"2.35"2.35"2.35"2' OF TRUNCATEDDOMES AS PER ADASLOPE 1:12 (MAX)1:50 MAX CROSS SLOPEPROVIDE BROOM FINISHON RAMP SURFACECONCRETESIDEWALKPAVEMENT ORGUTTER PER PLANA.D.A. ACCESSIBLE RAMP DETAILN.T.S.6" CURB6'-0"1'3'-0"CROSSWALK STRIPING DETAIL (TYP.)N.T.S.12" STRIPES3'-4 1/2" 4" 27" Max8"12" min6" 3 1/2"1 1/4"3"3"3"3"6"1 1/4"1 1/4"3 1/2"1/411'-4"8"SIDEWALK WITH TURNDOWN EDGEN.T.S.1-1/2" GALVANIZED WELDED STEEL PIPEHANDRAIL OR PAINTED STEEL ACCORDINGTO ArDOT STANDARD 3 COAT APPLICATION#4's @ 2'-0" TYP.TRANSVERSE REINF.#4's @ 16" O.C.TYP. LONG REINF.EXISTING CONCRETECURB & GUTTERFACE OF HANDRAILUNDISTURBED SOILOR COMPACTED FILLNOTE: CONTROL JOINT AT 10'-0" O.C. TOMATCH SIDEWALK JOINTS. EXPANSIONJOINTS AT 60'-0" O.C. TO MATCHSIDEWALK EXPANSION JOINTS.COMPACTED FILL2.00% MaxBASE PLATE DETAILN.T.S.1-PL 3/8"x6"x6"R3"4"HANDRAIL TERMINATION DETAILN.T.S.NOTE: PRIOR TO PLACEMENT OF ASPHALTCONTRACTOR TO VERIFY THAT MAX CROSS SLOPEOF BASE COURSE DOES NOT EXCEED 2% ANDLONGITUDINAL SLOPE DOES NOT EXCEED 5%.6" CONCRETE (3000 PSI) WITHWELDED WIRE FABRIC W66"x6" IN TOP HALF OF SLAB12'-0"1'STOP LINE STRIPING DETAIL (TYP.)N.T.S.PER PLAN LANE WIDTHS12" WHITE STRIPERAISED MIXED USE CROSSWALK DETAILN.T.S.SECTION 'B-B'SECTION 'A-A'PLAN VIEWEXISTING ROAD SURFACE12.0'6.0'6" MIN. CONCRETE@ 3000 PSI4" 6"6.0'1" ASPHALT IMPREGNATEDBACKER BOARD6" CRUSHED STONE CLASS 7BASE COURSE @ 98%MODIFIED PROCTOR DENSITY#3 REBAR @ 2.0' O.C.TRAIL/SIDEWALK(SEE DETAIL)COMPACTED SUBGRADE TO 98%MODIFIED PROCTOR DENSITY6" CRUSHED STONE CLASS 7BASE COURSE @ 98%MODIFIED PROCTOR DENSITYTOP OF RAISED CROSSWALK6"#3 REBAR @ 2.0' O.C.6.0'12.0'6.0'BBAA1" ASPHALT IMPREGNATEDBACKER BOARD2'-0" - 3'-0" MAX6'-0" MIN5'-0" MIN5'-0" MIN35°-45° TYPBIKE PATH - SEE PLANFLARED SIDES MAX.SLOPE 1:106" CURBEXP'N. JT.PROVIDE BROOM FINISHON ALL SURFACESSMOOTHTRANSITIONEXP'N. JT.FLARED SIDES MAX.SLOPE 1:106" CURBBIKE LANE MARKINGSBIKE RAMP WITH FLARED SIDESN.T.S.SLOPE 1:12 (MAX)24" MINIMUM OF SUITABLY COMPACTED SUBGRADE ORSELECT FILL MATERIAL @ 98% MODIFIED PROCTOR DENSITY.THIS SUBGRADE/FILL MATERIAL SHOULD EXTEND A MINIMUMOF ONE FOOT BEYOND THE PAVEMENT WIDTH DIMENSIONON BOTH SIDES OF THE TRAIL.24" MINIMUM OF SUITABLY COMPACTED SUBGRADE ORSELECT FILL MATERIAL @ 98% MODIFIED PROCTOR DENSITY.THIS SUBGRADE/FILL MATERIAL SHOULD EXTEND A MINIMUMOF ONE FOOT BEYOND THE PAVEMENT WIDTH DIMENSIONON BOTH SIDES OF THE TRAIL.24" MINIMUM OF SUITABLY COMPACTED SUBGRADE ORSELECT FILL MATERIAL @ 98% MODIFIED PROCTOR DENSITY.24" MINIMUM OF SUITABLY COMPACTED SUBGRADE ORSELECT FILL MATERIAL @ 98% MODIFIED PROCTOR DENSITY. SCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-DETAILS.dwg 6/18/18 at 2:17pm DESCRIPTIONDATENO. REVISIONS DPWLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEC 2017Know what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-6803AS SHOWN16DLRMISCELLANEOUSDETAILS IIW DIA. W SPAN W DIA.W RISE XE 48"5"2'-0"6'-0"2'-2"8'-2"7'-0"49"56 "28 "22"3 "2'-6"8'-0"9'-0"7'-6"DIA. + 1" h A BDCG-TYW PWW2'-10"3'-10"2'-4"R-15 "60"72"54"6"7"1'-10"1'-10"1'-10"6'-6"6'-6"6'-6"8'-4"8'-4"8'-4"EWW3:13:13:13:161"73"55"36 "38 "72 "1/277 "13/1665 "1/21/211/1615/1633 "1/81/2655092701325087504"5"4"1/224"24"24"3'-5"4'-6"2'-10 "1/24'-0"5'-0"6'-6"6'-0"3'-0"R-2YW XA9 "1'-0"1'-9"1'-3"9"1/2WALLDIA.24"3"3 "4 "30"36"42"4"2 "18"BCDE2'-6"1'-7 "2'-11"2'-10 "3'-10"3/43'-7 "4'-6"5'-3"5'-3"1/22'-3"6'-1 "6'-1 "8'-2"8'-1 "1/23/43/43/46'-1"R-2SDIA.+1"PR-125"3:13:13:13:131"43"37"3:119"33 "16 "24 "37"53 "47 "13/167/83/1618 "1/227 "1/25/1613/1629"15 "1/2G-TWT.h1600194053804100100014"2 "3 "3 "3 "1/21/41/21/215"22"20"2"12"1'-1 "1'-4 "2'-2 "1'-8"5/81/21'-0 "1/21/21/21/21/21/2PLANN.T.S.SECTION X-XN.T.S.SECTION Y-YN.T.S.END VIEWN.T.S.NOTE: TONGUE END ON UPSTREAM SECTIONGROOVED END ON DOWNSTREAM SECTIONEND SECTION FOR REINFORCEDCONCRETE PIPE CULVERTSD-0158.DWGTABLE OF DIMENSIONSS=SLOPEPIPE PAY LENGTHDIA.12" 2" 4" 2'-0" 4'-1" 6'-1" 2'-0" 2.2:1 13" 9" 5305:1 MAX SLOPE2% MAX CROSS SLOPECROSS DRAIN (TYPICAL)N.T.S.NOTE:LOCATION OF CROSS DRAIN TO BE DETERMINED IN THE FIELD.5:1 MAX SLOPE18" R.C. DRAINAGE PIPE @ 14.24% SLOPE3'-0"3'-0"6"12"1'-3"2'-0" SQ.CLEANOUTCONCRETE POST FOOTINGEXISTING CONC. SLAB6" Ø STD. STEEL PIPECOL. FILL WITH CONC.AND PAINTED.BOLLARD DETAILN.T.S.3'3'12'5:1 MAX SLOPE5:1 MAX SLOPE VARIABLE INVERT HEIGHT VARIABLE OVERALL HEIGHT VARIESVARIES ADAPTORS CAN BE MOUNTEDON AND ANGLE 0° TO 359°CAST IRONOPEN GRATEVARIOUS TYPES OF OUTLETS WITHWATERTIGHT ADAPTORS FOR:· SDR-35 SEWER· CORRUGATED POLYETHYLENE· RIBBED PVC· CORRUGATED PVCPLANYARD DRAIN DETAILN.T.S.24"Ø NYLOPLASTDRAIN BASIN6" CLASS 7 CRUSHED STONE COMPACTED@ 95% MODIFIED PROCTOR LGLGLGSBSBSBSBSBSODLIMITSSODLIMITSSODLIMITSSODLIMITSSODSODSODSODSODSODSODSODSODBOULDERSCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-Landscape.dwg 6/18/18 at 2:13pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'17EH41 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080LANDSCAPEPLAN ILANDSCAPE NOTES1.CONTRACTOR IS RESPONSIBLE FOR THE ENSURING THAT ALLPROPOSED LANDSCAPING IS INSTALLED IN ACCORDANCEWITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE) ANDALL LOCAL CODES AND REQUIREMENTS.2.CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONSAND DIMENSIONING PRIOR TO PROCEEDING WITH WORKDESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANYDISCREPANCIES PRIOR TO BEGINNING ANY CONSTRUCTION.3.IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THEOWNER'S REPRESENTATIVE AND/OR THE LANDSCAPEARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANTMATERIAL FROM COMMERCIAL NURSERIES. THE OWNER'SREPRESENTATIVE AND/OR LANDSCAPE ARCHITECT WILLPROVIDE ALTERNATE PLANT MATERIAL SELECTIONS IFUNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOT ALTERTHE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THEOWNER.4.ALL PLANT MATERIALS TO CONFORM TO THE AMERICANSTANDARD FOR NURSERY STOCK ANSI Z60.1.5.CONTAINER GROWN STOCK SHOULD HAVE GROWN IN ACONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVEDEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.6.ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIREDCHANGE SHALL REQUIRE THE WRITTEN APPROVAL OF THELANDSCAPE ARCHITECT OR OWNER. NOTIFYREPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TOANY PLANTING. QUANTITIES SHOWN IN PLANT LIST ARE FORCONVENIENCE ONLY AND NOT TO BE USED FOR PRICING. THECONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLQUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THEWORK.7.THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPEARCHITECT RESERVE THE RIGHT TO REFUSE ANY MATERIALTHEY DEEM UNACCEPTABLE.8.COORDINATE WITH PROJECT REPRESENTATIVE FORDISTURBED SITE TREATMENTS OUTSIDE LANDSCAPEIMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATIONAND EROSION CONTROL.9.CONTRACTOR SHALL REVIEW ALL EXISTING IRRIGATIONSYSTEMS ON SITE. COORDINATE WITH OWNER OF THESYSTEM FOR ANY DISRUPTION TO THE SYSTEM.CONTRACTOR SHALL REPAIR ANY IRRIGATION LINESDAMAGED DURING CONSTRUCTION. EXISTING IRRIGATIONSHALL BE REWORKED AROUND PROPOSED IMPROVEMENTS.10.ALL HARDSCAPE MATERIALS SHALL BE INSTALLED PERMANUFACTURER'S SPECIFICATIONS.11.ALL PROPOSED LAWN AREA SHALL RECEIVE TOPSOIL WITH AMINIMUM COMPACTED DEPTH OF 4". ALL PROPOSEDPLANTING AREAS SHALL RECEIVE TOPSOIL WITH A MINIUMCOMPACTED DEPTH OF 12". ALL AREAS NOT DESIGNATED ASHARDSCAPE, SOD, OR LANDSCAPING ARE TO HAVE THEEXISTING SOIL SCARIFIED AND SHALL BE SEEDED PERSPECIFICATIONS.12.UNLESS SHOWN OTHERWISE ON PLANS, ALL PLANTING AREASSHALL RECEIVE ORGANIC MULCH.13.WEED MAT IS REQUIRED IN ALL LANDSCAPED AREAS ASSPECIFIED.14.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTIONSHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOILAPPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE,THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BYTHE OWNER, AS NEEDED. THE AREA SHALL THEN BESEEDED/SODDED, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHEDIN ALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINEDUNTIL SUCH POINT AS TREE IS RE-ESTABLISHED. ANY AREASDISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCEOF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTORAT NO ADDITIONAL COST TO THE OWNER.15.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIESAND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THECOURSE OF THE WORK. LOCATIONS OF EXISTING BURIEDUTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BESTAVAILABLE INFORMATION AND ARE TO BE CONSIDEREDAPPROXIMATE. CONTACT ARKANSAS ONE-CALL SYSTEM AT811. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR1) TO VERIFY THE LOCATIONS OF UTILITY LINES ANDADJACENT TO THE WORK AREA 2) TO PROTECT OF ALLUTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TOREPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OFTHE CONSTRUCTION AT NO COST TO THE OWNER.16.IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BEIMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, ASNEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPPPLAN FOR THIS SITE.17.THE CONTRACTOR IS ENCOURAGED TO COMPLETETEMPORARY OR PERMANENT SEEDING OR SODDING INSTAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETEDAFTER GRADING.18.ANY EXISTING TREES AND VEGETATION TO REMAIN THAT ISIN CLOSE PROXIMITY TO CONSTRUCTION SHALL HAVE THEAREA WITHIN THE DRIPLINE FENCED AND PROTECTED FROMDEVELOPMENT ACTIVITIES. PLACE PROTECTIVE FENCING ANDOBTAIN APPROVAL FROM STAFF BEFORE SITE WORK BEGINS.19.ALL SLEEVES SHOWN ARE FOR IRRIGATION UNLESSOTHERWISE SPECIFIED. IRRIGATION SLEEVES SHALL BE 4"SCHEDULE 40 PVC INSTALLED 18" BELOW FINISHED GRADE.GENERAL CONTRACTOR SHALL COORDINATE WITH SLEEVECONTRACTOR PRIOR TO PLACEMENT OF ANY PAVINGMATERIAL.4" TO 6"12" MIN.36" MIN.2" MIN.TREE PLANTINGN.T.S.NEW 8" LONG 2-PLY1/2" RUBBER HOSE1/8 " GALV. MULTI-STRANDED CABLECOVERED WITH WHITE FLAGGINGWRAPPING MATERIAL (TO BE REMOVEDWITHIN 1 YR. GUARANTEE PERIOD BYLANDSCAPE CONTRACTOR)PULL BACK TOP 1/3 OF BURLAPBALL & REMOVE ROPES.4" SHREADED HARDWOOD MULCHBACKFILL WITH TOPSOIL MIX4" - 6" HIGH SAUCER RIMPRESSURE TREATED PINE STAKES WITH 2X 2 SQUARE OR 2" DIAM. MINIMUMCROSS SECTION DIM.S, SET STAKES 120°APART AND PAINT WITH FLAT BLACKENAMEL.FINISHED GRADEEXISTING SOILMOUND OF COMPACTED SOILMIX - 6" HIGH MIN.NOTE:SEE PLANS & SPECS.FOR MATERIALS.WHITE FLAGGING (TYP.)PLAN VIEW:SECTIONMULCHSAUCERROOTBALLGUY WIRES*MULCH TO BE KEPT AWAY FROM THETRUNK OF ALL PLANT MATERIAL.2x DIAM. OFROOT BALL5'-0" TO 5'-0"TYPICAL BED LAYOUT:1. LAYOUT PERIMETER PLANTING SPACED AS PER PLAN.2. FILL IN PLANTING BED WITH TRIANGULAR SPACING.3. ADJUST AS PER L.A.'S INSTRUCTIONS.PLANTING SOILMIXTUREFINISH GRADEEXISTING SOILTAMP PLANTING SOIL MIXTO PREVENT SETTLING.SCARIFY ROOTBALL4" MULCH* NOTE:MULCH SHALL BE A 4" LAYER OF SHREDDED HARDWOODMULCH AFTER SETTLING - UNLESS OTHERWISE NOTED*MULCH TO BE KEPT AWAY FROM THETRUNK OF ALL PLANT MATERIAL.VARIES - SEE PLANEQUAL SPACINGSHRUB PLANTINGSN.T.S.BERMUDA SODSQUAREYARDSOD LIMITS BASED ON LIMITSOF DISTURBANCEN/ASODOG3OCTOBER GLORY MAPLEAcer rubrum 'October Glory'BALLED &BURLAP2" CAL.MIN.SINGLE TRUNKSPACED AS SHOWNTPTULIP POPLARLiriodendron tulipiferaBALLED &BURLAP2" CAL.MIN.SINGLE TRUNKSPACED AS SHOWNKEYQTY.COMMON NAMEBotanical NameROOTSIZECOMMENTS:SYMBOL2LG3LITTLE GEM MAGNOLIAMagnolia grandiflora 'Little Gem'BALLED &BURLAP2" CAL.MIN.SINGLE TRUNKSPACED AS SHOWNSINGLE TRUNKSPACED AS SHOWN2" CAL.MIN.BALLED &BURLAPSHAWNEE BRAVE BALD CYPRESSTaxodium distichum ' Shawnee Brave'5SBSHREDDED HARDWOOD MULCHCUBICYARDPLACE MULCH AT BASEOF TREE PER DETAIL4" THICKMULCHLARGE, STACKED NATIVE STONESEACHSTONES SHALL BE 24" DEEP X36" LONG AVERAGE6"-12"THICKBOULDER OGTPTPSODSODLIMITSSODLIMITSSODLIMITSSODLIMITSSODLIMITSSODSODSODSODSODSODSODSODSODSODSODSODSODBOULDERBOULDEROGOGSCALE:DATE:DRAWN BY :PROJECT ENGR:JOB NUMBER:W:\2017\17-5758 Arkansas River Trail-Riverfront Drive Trail Project Improvements-Little Rock, Arkansas\Design Drawings\LR17-5758-Landscape.dwg 6/18/18 at 2:14pm RJMLR17-5758ARKANSAS RIVER TRAIL RIVERFRONT DRIVE TRAIL PROJECT IMPROVEMENTS LITTLE ROCK, ARKANSAS ORIGINAL SIGNATURE ON FILEKnow what's below.Call before you dig.One CallJUNE 2018CONSULTING ENGINEERS, INC. McCLELLAND D E S I G N E D T O S E R V E http://www.mce.us.com 1810 N. College Fayetteville, AR 72702 PH# 479-443-2377 7302 Kanis Rd. Little Rock, AR 72204 PH# 501-371-0272 4606 S. Garnett Rd. Ste. 401 Tulsa, OK 74146 PH# 918-619-68031"=20'18EH41 INCH = FT.( IN FEET )GRAPHIC SCALE0201020204080LANDSCAPEPLAN II4" TO 6"12" MIN.36" MIN.2" MIN.TREE PLANTINGN.T.S.NEW 8" LONG 2-PLY1/2" RUBBER HOSE1/8 " GALV. MULTI-STRANDED CABLECOVERED WITH WHITE FLAGGINGWRAPPING MATERIAL (TO BE REMOVEDWITHIN 1 YR. GUARANTEE PERIOD BYLANDSCAPE CONTRACTOR)PULL BACK TOP 1/3 OF BURLAPBALL & REMOVE ROPES.4" SHREADED HARDWOOD MULCHBACKFILL WITH TOPSOIL MIX4" - 6" HIGH SAUCER RIMPRESSURE TREATED PINE STAKES WITH 2X 2 SQUARE OR 2" DIAM. MINIMUMCROSS SECTION DIM.S, SET STAKES 120°APART AND PAINT WITH FLAT BLACKENAMEL.FINISHED GRADEEXISTING SOILMOUND OF COMPACTED SOILMIX - 6" HIGH MIN.NOTE:SEE PLANS & SPECS.FOR MATERIALS.WHITE FLAGGING (TYP.)PLAN VIEW:SECTIONMULCHSAUCERROOTBALLGUY WIRES*MULCH TO BE KEPT AWAY FROM THETRUNK OF ALL PLANT MATERIAL.2x DIAM. OFROOT BALL5'-0" TO 5'-0"TYPICAL BED LAYOUT:1. LAYOUT PERIMETER PLANTING SPACED AS PER PLAN.2. FILL IN PLANTING BED WITH TRIANGULAR SPACING.3. ADJUST AS PER L.A.'S INSTRUCTIONS.PLANTING SOILMIXTUREFINISH GRADEEXISTING SOILTAMP PLANTING SOIL MIXTO PREVENT SETTLING.SCARIFY ROOTBALL4" MULCH* NOTE:MULCH SHALL BE A 4" LAYER OF SHREDDED HARDWOODMULCH AFTER SETTLING - UNLESS OTHERWISE NOTED*MULCH TO BE KEPT AWAY FROM THETRUNK OF ALL PLANT MATERIAL.VARIES - SEE PLANEQUAL SPACINGSHRUB PLANTINGSN.T.S.LANDSCAPE NOTES1.CONTRACTOR IS RESPONSIBLE FOR THE ENSURING THAT ALLPROPOSED LANDSCAPING IS INSTALLED IN ACCORDANCEWITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE) ANDALL LOCAL CODES AND REQUIREMENTS.2.CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONSAND DIMENSIONING PRIOR TO PROCEEDING WITH WORKDESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OF ANYDISCREPANCIES PRIOR TO BEGINNING ANY CONSTRUCTION.3.IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THEOWNER'S REPRESENTATIVE AND/OR THE LANDSCAPEARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANTMATERIAL FROM COMMERCIAL NURSERIES. THE OWNER'SREPRESENTATIVE AND/OR LANDSCAPE ARCHITECT WILLPROVIDE ALTERNATE PLANT MATERIAL SELECTIONS IFUNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOT ALTERTHE ORIGINAL BID PRICE UNLESS A CREDIT IS DUE TO THEOWNER.4.ALL PLANT MATERIALS TO CONFORM TO THE AMERICANSTANDARD FOR NURSERY STOCK ANSI Z60.1.5.CONTAINER GROWN STOCK SHOULD HAVE GROWN IN ACONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVEDEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER.6.ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIREDCHANGE SHALL REQUIRE THE WRITTEN APPROVAL OF THELANDSCAPE ARCHITECT OR OWNER. NOTIFYREPRESENTATIVE OF ANY LAYOUT DISCREPANCIES PRIOR TOANY PLANTING. QUANTITIES SHOWN IN PLANT LIST ARE FORCONVENIENCE ONLY AND NOT TO BE USED FOR PRICING. THECONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLQUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THEWORK.7.THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPEARCHITECT RESERVE THE RIGHT TO REFUSE ANY MATERIALTHEY DEEM UNACCEPTABLE.8.COORDINATE WITH PROJECT REPRESENTATIVE FORDISTURBED SITE TREATMENTS OUTSIDE LANDSCAPEIMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATIONAND EROSION CONTROL.9.CONTRACTOR SHALL REVIEW ALL EXISTING IRRIGATIONSYSTEMS ON SITE. COORDINATE WITH OWNER OF THESYSTEM FOR ANY DISRUPTION TO THE SYSTEM.CONTRACTOR SHALL REPAIR ANY IRRIGATION LINESDAMAGED DURING CONSTRUCTION. EXISTING IRRIGATIONSHALL BE REWORKED AROUND PROPOSED IMPROVEMENTS.10.ALL HARDSCAPE MATERIALS SHALL BE INSTALLED PERMANUFACTURER'S SPECIFICATIONS.11.ALL PROPOSED LAWN AREA SHALL RECEIVE TOPSOIL WITH AMINIMUM COMPACTED DEPTH OF 4". ALL PROPOSEDPLANTING AREAS SHALL RECEIVE TOPSOIL WITH A MINIUMCOMPACTED DEPTH OF 12". ALL AREAS NOT DESIGNATED ASHARDSCAPE, SOD, OR LANDSCAPING ARE TO HAVE THEEXISTING SOIL SCARIFIED AND SHALL BE SEEDED PERSPECIFICATIONS.12.UNLESS SHOWN OTHERWISE ON PLANS, ALL PLANTING AREASSHALL RECEIVE ORGANIC MULCH.13.WEED MAT IS REQUIRED IN ALL LANDSCAPED AREAS ASSPECIFIED.14.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTIONSHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOILAPPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE,THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BYTHE OWNER, AS NEEDED. THE AREA SHALL THEN BESEEDED/SODDED, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHEDIN ALL AREAS. ANY RELOCATED TREES SHALL BE MAINTAINEDUNTIL SUCH POINT AS TREE IS RE-ESTABLISHED. ANY AREASDISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCEOF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTORAT NO ADDITIONAL COST TO THE OWNER.15.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIESAND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THECOURSE OF THE WORK. LOCATIONS OF EXISTING BURIEDUTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BESTAVAILABLE INFORMATION AND ARE TO BE CONSIDEREDAPPROXIMATE. CONTACT ARKANSAS ONE-CALL SYSTEM AT811. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR1) TO VERIFY THE LOCATIONS OF UTILITY LINES ANDADJACENT TO THE WORK AREA 2) TO PROTECT OF ALLUTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TOREPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OFTHE CONSTRUCTION AT NO COST TO THE OWNER.16.IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BEIMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, ASNEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPPPLAN FOR THIS SITE.17.THE CONTRACTOR IS ENCOURAGED TO COMPLETETEMPORARY OR PERMANENT SEEDING OR SODDING INSTAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETEDAFTER GRADING.18.ANY EXISTING TREES AND VEGETATION TO REMAIN THAT ISIN CLOSE PROXIMITY TO CONSTRUCTION SHALL HAVE THEAREA WITHIN THE DRIPLINE FENCED AND PROTECTED FROMDEVELOPMENT ACTIVITIES. PLACE PROTECTIVE FENCING ANDOBTAIN APPROVAL FROM STAFF BEFORE SITE WORK BEGINS.19.ALL SLEEVES SHOWN ARE FOR IRRIGATION UNLESSOTHERWISE SPECIFIED. IRRIGATION SLEEVES SHALL BE 4"SCHEDULE 40 PVC INSTALLED 18" BELOW FINISHED GRADE.GENERAL CONTRACTOR SHALL COORDINATE WITH SLEEVECONTRACTOR PRIOR TO PLACEMENT OF ANY PAVINGMATERIAL.BERMUDA SODSQUAREYARDSOD LIMITS BASED ON LIMITSOF DISTURBANCEN/ASODOG3OCTOBER GLORY MAPLEAcer rubrum 'October Glory'BALLED &BURLAP2" CAL.MIN.SINGLE TRUNKSPACED AS SHOWNTPTULIP POPLARLiriodendron tulipiferaBALLED &BURLAP2" CAL.MIN.SINGLE TRUNKSPACED AS SHOWNKEYQTY.COMMON NAMEBotanical NameROOTSIZECOMMENTS:SYMBOL2LG3LITTLE GEM MAGNOLIAMagnolia grandiflora 'Little Gem'BALLED &BURLAP2" CAL.MIN.SINGLE TRUNKSPACED AS SHOWNSINGLE TRUNKSPACED AS SHOWN2" CAL.MIN.BALLED &BURLAPSHAWNEE BRAVE BALD CYPRESSTaxodium distichum ' Shawnee Brave'5SBSHREDDED HARDWOOD MULCHCUBICYARDPLACE MULCH AT BASEOF TREE PER DETAIL4" THICKMULCHLARGE, STACKED NATIVE STONESEACHSTONES SHALL BE 24" DEEP X36" LONG AVERAGE6"-12"THICKBOULDER EQUALLY SPACED EQUALLY SPACED CENTERED EQUALLY SPACED CENTERED 2' FROM LANE LINE 2' FROM CURB LINE EQUALLY SPACED EQUALLY SPACED CENTERED EQUALLY SPACED CENTERED 2' FROM LANE LINE 2' FROM CURB LINE (C3) 1 2 FY FY FEET FROM STOP BAR SHALL BE IN ACCORDANCE WITH FIGURE 4D-5 OF 2009 MUTCD. 6. MAXIMUM MOUNTING HEIGHT OF SIGNAL FACES LOCATED BETWEEN 40 FEET AND 53 THE APPROACHING LEFT TURN LANE. PLACED A MINIMUM OF TWO (2') FEET TO THE RIGHT OF THE CENTERLINE OF 1. FOUR SECTION "PROTECTED/PERMISSIVE" LEFT TURN HEADS SHOULD BE NOT LESS THAN 8' SPACING CENTER ON LANE BUT BETWEEN HEADS ON CENTER, MEASURED HORIZONTALLY PERPENDICULAR TO THE APPROACH. 4. SIGNAL HEAD SPACING SHALL, IN NO CASE, BE LESS THAN EIGHT (8') FEET LT LANE CENTERLINE OFFSET 2 FEET INSIDE 4 SEC. LT. HEADS LESS THAN 8' SPACING CENTER ON LANE, BUT NOT 1 2 3 R R Y Y G R Y G R Y G R Y G R Y G R Y G LT LANE CENTERLINE OFFSET 2 FEET INSIDE 1 2 3 R Y G R Y G 1 2 3 R Y G R Y G ON LANE CENTERLINE ALL HEADS ARE PLACED 3 SEC. LT. HEADS 1 2 3 R Y G R Y G R Y G R Y G CENTER LT LANE 3 SEC. LT SIGNAL CL CL CL CL CL CL CL CL 1 2 3 R Y G R Y G CL CL 4 CL R Y G R Y G VARIABLE 8-14' 2' TYPICAL 2' GENERAL NOTES: THE CENTERLINE OF THE APPROACHING LEFT TURN LANE. 2. THREE SECTION "PROTECTED" LEFT TURN HEADS SHOULD BE PLACED ON R Y G R Y G RIGHT OF LANE LINE HEAD #2 - 2' MIN. TO BUT NOT LESS THAN 8' SPACING BUT NOT LESS THAN 8' BUT NOT LESS THAN 8' L = CENTER OF LANE FROM APPROACH SIDE (A)(B)(C) (C2) (C1) (D2) (D1) (E) VARIABLE 8-14' 1 21221 LESS THAN 8' SPACING CENTER ON LANE, BUT NOT 1 2 3 R Y G G R Y G R Y G R Y G R Y G R Y G LT LANE CENTERLINE OFFSET 2 FEET INSIDE 1 2 3 R Y G R Y G 1 2 3 R Y G R Y G ON LANE CENTERLINE ALL HEADS ARE PLACED 3 SEC. LT. HEADS 1 2 3 R Y G R Y G R Y G R Y G EQUAL SPACING 9' TYPICAL CL EQUAL SPACING 8' TYPICAL CL CL CL CL CL CL CL 1 2 3 R Y G R Y G CL CL 4 CL R Y G R Y G VARIABLE 8-14' 2' TYPICAL 2' C ADDITIONAL COMPENSATION IS REQUIRED. RESPONSIBLE FOR DETERMINING THIS PRIOR TO INSTALLING THE MAST ARM IF ENGINEER, AND A NEW END CAP PROVIDED. THE CONTRACTOR SHALL BE MAST ARM SHALL BE CUT TO APPROPRIATE LENGTH AS DETERMINED BY THE (TO THE LEFT OF) THE CENTERLINE OF THE APPROACHING LEFT TURN LANE, SHEET(S) RESULTING IN MAST ARM EXTENDING MORE THAN TWO FEET PAST 3. WHEN IT IS NECESSARY TO PLACE POLES OTHER THAN AS SHOWN ON PLAN R Y G R Y G RIGHT OF LANE LINE HEAD #2 - 2' MIN. TO BUT NOT LESS THAN 8' SPACING BUT NOT LESS THAN 8' BUT NOT LESS THAN 8' TO THE DIMENSIONS SHOWN IN RELATION TO THE APPROACH SIDE OF THE INTERSECTION. 5. ALL SIGNAL HEADS SHOWN ON THIS DETAIL SHEET SHALL BE LOCATED ACCORDING (A)(B)(C) (C2) (C1) (D2) (D1) (E) VARIABLE 8-14' 1 21221 DATE FILMREVISIONDATE ISSUED12-9-99 3-11-10 2009 MUTCD R Y G R Y G CL CL R Y G R Y G CL CL R Y G WITH THROUGH LANES AS SHOWN ON DETAILS. INSTALLATION. HEADS FOR THROUGH MOVEMENTS SHALL STILL BE ALIGNED ON PLANS, MAST ARM LENGTH MAY STILL BE ALLOWED FOR FUTURE NOTE: WHERE LEFT TURN HEAD (HEAD 1 ON D1 AND D2) IS NOT CALLED FOR SIGNAL HEAD PLACEMENT ARKANSAS STATE HIGHWAY COMMISSION STANDARD DRAWING SD-8 9-12-13 ISSUED AS STANDARD DRAWING REVISED NOTE 612-8-16