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Home My WebLink AboutZ-8286-C Map 1DIRECTION OF LIGHT PROJECTION FIXTURE "C" BUILDING .f DIRECTION OF LIGHT PROJECTION FIXTURE "G" BUILDING r FIXTURE "H" PARKING LIGHT POLE EXTERIOR L 1 GIST I NCB I I XTURE SETA I LB 26'-0" DOLLAR GENERAL C O N N ,6'-1° DOLLAR tl GENERAL L 16HTED F"rL ON 516N S I SNA6E DETAILS VOLLAR 6ENERAL OPLAN "A PLUS") 2011 PROTOTYPE PLAN "A PLUS" (10,640 sf) (Dated: 5/28/201q) VIW RIDGE ROAD ALEXANDER, ARKANSAS (STORE #2co) B ARTLETT ARCHITECTURE, i n c . ARCHITECT PLANNER - DESIGNER 605 HWY #5 NORTH BENTON, ARKANSAS -7201 q DAN I EL BARTLETT A.I .A., NGARB 501-114-4448 I/.2 REAR ELEVATION AZ SCALE: 1/8' = 1'-O" 3 SIDE ELEVATION NO ACCESS A� SCALE 1/8' - V-0' �/'4 '\ SIDE ELEVATION (TRUCK SIDE) n rl n n FRONT ELEVATION A� mel F, tag=..= 1,�� ELEVATION KEYED NOTES O SIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP. WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN, SIGN TO BE CENTERED ON FRONT OF BUILDING. CONTRACTOR IS TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400 LBS. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THE FACE OF CANOPY. CONTRACTOR IS TO PROVIDE ADEQUATE STRUCTURE TO SUPPORT SIGN. COORDINATE THE PROPER SIGNAGE TO BE USED WITH DOLLAR GENERAL. O LED FLOOD LIGHT WTTH UPSWING WALL MOUNT (CpRFRUNE OF CONNECTIOk TO WALL AT 16'-6" A.F.F.) SEE ELECTRICAL UGHTING PLAN FOR MORE INFORMATION. SEE SHEET A3 FOR BLOCKING FOR MOUNTING LIGHT. 3O LED FLOOD LIGHT WITH UPSWING WALL MOUNT (CENTERLINE OF CONNECTION TO WALL AT 16'-6' A.F.F.) SEE ELECTRICAL LIGHTING PLAN FOR MORE INFORMATION. SEE SHEET A3 FOR BLOCKING FOR MOUNTING LIGHT. ® LED WALL PACK (CEWCAUNE OF CONNECTION 10 WALL AT 16'-6' A'FF.) REFER TO LIGHTING PLAN SHEET EP FOR MORE INFORMATION. SEE SHEET A3 FOR BLOCKING INFORMATION FOR MOUNTING LIGHT. O$ LED WALL PACK (CENTERLINE OF CONNECTION TO WALL AT 12'-0' AK-F.) REFER TO LIGHTING PLAN SHEET £2 FOR MORE INFORMATION, SEE SHEET A3 FOR BLOCKING INFORMATION FOR MOUNTING LIGHT. © (NOT USED) 7O TRIM - SEE SHEET Sl FOR COLOR. ® GUTTER AND DOWNSPOUT - SEE SHEET SI FOR COLOR O0- WUT FACE CONCRETE MASONRY UNIT. PAINT TO PATCH SEE WALL PANES SW /7077 BALANCED BEIGE. (TOP COURSE TO BE SMOOTH -FACED) 10 STANDING SEAM METAL ROOF. GALVALUME FINISH. PRE -FINISHED METAL FASCIA PANEL. REVERSE RIB 11 PROFILE SEE SHEET Sl. EXTERIOR FINISH SCHEDULE FOR COLOR. QPRE-FlMSHEO METAL WALL PANELS, "PBR' OR A' STYLE PANELS ONLY. PROM TAMPER RESISTANT FASTENERS FOR BOTTOM B'-O'. SEE SHEET S1. EXTERIOR FINISH SCHEDULE FOR COLOR VENT FOR BATHROOM EXHAUST. REFER TO MECHANICAL DRAWING M1 FOR ADDITIONAL INFOR%aTION. 14 DOOR BL22ER. REFER TO ELECTRICAL DRAWING E1 FOR ADDITIONAL INFORMATION. 1S (NOT USED) OWAG UNITS MOUNTED ON MOP. REFER TO MECHANICAL 16 SHEET M1 FOR MORE INFORMATION. QOUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING DOOR AT 9'-O" AF.F. 1B MINIMUM EAVE HEIGHT IS 14'-0- A.F.F. 19 PARAPEF BEYOND. ® FLASHING AT CMU/MTL. PANEL WALL/ROOF FLASHING ®FINISH GRADE TO BE A IANIMULI OF 4' BELOW FINISHED FLOOR LEVEL AT ALL NONPAVFA AREAS. ® (NOT USED) ®1/2" OAMETER x 6' LOlO STEEL EYE BOLTS (CLOSED) WITH 1' DALFETER OPENINGS. DRILL AND EPDXY INTO BLOCK WALL. 4 BOLTS TO BE LOCATED AS SHOWN EACH SIDE OF ENTRY. TOTAL OF B BOLTS. ® SCREEN HVAC UNITS WITH METAL PANEL WALL PATH CAP FLASHING, STRUCTURE BY MTL BLDG. MFGR. (COLOR: UGHTSTONE) L BY MTL. 'GR. 0 FOR 10 LOAD ER KAT OF CMU VICINITY MAP N.T.S. General Notes: -4. X A minimum of fatty eight (4B) houm pdur a any.—tion -gr•ading. C--tuc shall .—.a the State One -Call sysmm a, 811ro I.-m all undcW ..d udliti- The C.mmcmr shall notify the Engineer of Rcw,d immediardy In the esxnt that underground utilities am not sh.wm.n plan and / .c c.n8ict with proposed dO rocks X The Engineer of record AW on, be held responsible fnc survey inaccun , urvey n sst , nt fnc design etm,s c omissions resulting from an im ucvey. X Conswcri.n Contmcmr and bi. S,bramnclatt W- rha, Iw acamdaace -W,p.—fy pmdcunaw,ti.v p1c,.— and OSHA mfcgr,:—b,,h, Crnseuce.n C.naarv,rand fry Sabmo,rx,o—iU be.9,dmd ro assume vile and romplem responsibility for jab site c.aditium doting the worse of cunseuctiun of the pmjeca, indudiog safe,y,f a8 pmom and property; chat this mquimmrnt sha0 be mad, m apply contim,oWy and not h.m and w ormai working huum, end wnswcdon C.nuacru, and his Subrunrrumn funher agree m defied, hdev.vify and h.ld Design Pwfmsiunalbutvlasf mmyandaeliab8irv,rmlota9q- ,in....ection with the perlvmaance of wudc on ids pmjecn e�ccpt Ilahi1Jry adsing from the wle neg8genc , of design pmfes,i—L X It is the mp.nsib fity fthe Cune m, m maintain sly erosion and sediment contnA dnims thmugh afi phases of nseuction. Erosion and sediment wnwl denims map.nty 6c arrsaoed ripen 7fY'/ stabilrzarion of the site as defined by the Snte's Depamnen, uMnni—memal Q dW, Central Perm, f r C.nswcti.n. X The C.n,rac,u, is mbesolely msp.mibl,fu,any dmvagc to nclghbodog pmpccde, dudng cummmu.. of the project- X Isle pn4ca—F&.11(nadin=urdaue odlh aaur4any atxepteJ rtdwby de.ig.,t-tutda Theme ruf -,d dons lWr,r=M144Y W,41' pEetad n,hr ualea direct iarprclAn by-1he EegBseerof Raaurd&proper to dvp lay a nazw Scd qu�! d hepxnma kb memo during at ph_..t_m'c'in. X The Cnnearmr shall re,iewthe consrructinnd—ma pd.c to any wvswednn, and nndfy,he Engineer of Rec.f immeduicty ttp ndhW wy.fany dw pmclr. r1•at msj,—it u. ik dmudnge. AD wock shall diswminuc —m 'wch emc that rbc kltg4X r of Kcrrud Re m%nkTd Bald di,ampancy. X The Cnvtoc nr shall be responsible for disposal nf—muctinn—am mar ai-b icaludmg but not 8mited m danolid,n materials, debds, cuntamm—d soils / mamrials, etc, in a lawful manner, at so, and fderally accepted disposal si X Me C.nencwc is responsible foe obLiW gand --mg in .cool —with the stacce, of. thesewmrnrcd.n dncumrcrn and &ny A-witual dcmifs & spcdficatinns; and aB mmdcipaGdcs / gnw,ming Wncics' scandacda and apedBtndom kc fOm,rurdon X This.1-441 and awocvtcd,Bc g,adigp odlity, ere plansare t pmsentadom of the comwcd.n desipt and slap rwt be a.Id todcmrminc tkmtmivna A Tract OF Land Being A Pan OFThe Southwest Quarter Southaven Quarter, Section 16, Township 1 South, Range 13 West, Pulaski County, Atk msma Described As Fvl6ws: Commence At The Southwest Comer Of The Southwest Quaint OFSaid Section; North 02 Degrees 25 3[kn,ms 35 Seconds EasL.238.95 N" To A Pdnt;Thrncc l.cawi,tg Wut Late Of Said Section , South h8 30 bUaules 46 Seconds Ear 4SAc Pa_+t gtoff Way Lame DF Vimy - ge Rood. Said Point Bang The Poia1 Of Seginnirg'n cnm Airing Ssid Right OWay- lint, North 02 Degra_x 33 7flinutcs 42 Seconds Ease 299AG FcrtTo A Poinr'1'h=,;, Lcsving Said R(ghe Of N'aY Line, Staurh 87 Degnn 18 imams M Smunds East, 476.96 reet To A Point On TTtI Nonhtrcamlf Lne Of Irish &gongs Esbttex; AThpc a Swath 47 I?cgreer 02 Umutes 07 Sttonds WaF, Along Slid Ntirthwe =14, um. 349.75 irm Tu A Poinq'Fhmce, 3tar3ng Said Nordmearerlr la nr, North 88 Dcp=a 70 hGnuua 46 Srwrac4 West. 196.03 Foot Back To The Point Of Begknnin& Sud Tnet Connlning 96.467 Squue Fect Or 2? I5 Antes Mom Or L."- DE I/TLOPMENTPl--.-�S FOR* Dollar VimRich Road - � I e yf� .�� Yt��r�g� �€F3��?:a e�BE3� Alexander Arkansas dF A � � III e w�3.�� 3 6Ear .Contact Information: DEVELOPER. Scwcr Utility Company PB General Holdings (Little Ruck), LLC titde Rock Wastewater Udfides 5110 Talley. Read Vince Huth. Life RucL, AR 72204 11 Clrva^arec Drive Ph: (501) 219-8899 tied, Roll A, 72204 (n) 501-M-1452 LIVE. ENGINEER: Sw—h.ohQa 1—.cum Blew & M,veeres, PA 3825 N Shil.h Drive Mcctdc Fayxrteville, AR 72703 Evte,gy A,kaysas Inc Ph: (47q)443-4506 Bc—d N.."...' Far. (479)5B2-1883 42.5 W. Capital Ave. Little R.d . A, 72201 LAND SURVEYOR (u) 501-954-M 58 l& Aaeontc% PA ew ph_ Bnuemd�rote,gy.c.m 3B25 N Shiloh Dm< Faye eville• AR 72703 Gas: Ph: (479)443-4506 Crnecrpuint F.ne,gy F— (479) 582-I883 Edwin Rodriguez 401 W. Capital Ave. ARCF=Cr titdc Rnd, At 72N01 Bartle[, Ardtitecmce, 1— 501-3774751 603 Highway. 5 Nonh Be'.., AR 72019 Tdcphune: Ph: (501) 7944448 A. Fax: (501) 7944449 Chris Keithley I I I I Capiml Ave. Room 403 %VATER lift Rock Arkansas 72201 Cemml Aka.., W.— 501-373.6594 ).a.n Low,ler 221 F- C.pial Am Life Ruck Ar 72202 501-377-1245 CIVIL PLANS Cl Cover Sheet 08/28/2019 CI-1 Dollar General Standard Notes 08/28/2019 C2 Site & Utility Plan 08/28/2019 C2-1 Landscape Plan 08/28/2019 C3 Demolition & Erosion Control Plan 08/28/2019 C4 Grading & Drainage Plan 08/28/2019 C5 Dollar General Standard Details 08/28/2019 C5-1 - C5-2 Details 08/28/2019 ALTASURVEY Survey (by Blew & Associates, Inc) 07/07/2019 Tvpical Abbreviation List: RCP Rif.—d C.v¢cte Pipe TC T.p of Back of Curb (Spat Elmdnn) r hip Corrugated Mead Pipe G Guru / B.— of Sid --A (Sp., El—dn.) 14DPE High Density Pulyedylene Pipe TW Top ofW,11(Spot FJn-adon) LM SP mnnt Sh Line Meml Pip. BW ottom Bof W.B ar Grade (Sp.t El—dn.) PVC Pulyviny.l Odoridc Pip. HP High Point (Spot FJes wn) DI Ducti1, Itun Pipe LP Low Point (Spat Elcratiun) J-Box Jtmcmun Box TB Tup of Box (Spot FJevadu ) FES Flared End Section BC Back of Curb RW Rewning Wall PC FaceofCurb HW Head Nall FH Fire Hydemr Assembly W W Wmg Wall GV Gam V.We AE A—, Easement MJ h/echs.inlJ.im DE Dmimgc Easement N Numb ME Tempmaty C—troction E—coc E Fast UE Utility Easement W W'.s, ➢S Building Setback S South a V N O �y O N c h u�ci N r 0 ram^ U p 14 04 F O "Q V o B1EW&A%0C[ATES,PA CfVILINGUMM dcL1ND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, APXANSAS 72703 OFFICE- 479.443.4506 FAX: 479.5821883 www.BLEWINC.corn Cerdnnre nfAmbo,i on, Xs 1534 2019-08-28 19-0866 J On, J. Du Qnesne ..wc. 7.7.19-4866 Civil 001 C Mmk-dag C1 A. GENERAL CIVIL SITEWORK NOTES: C. SITE PLAN GENERAL NOTES: D. SITE PARJUNG LOT: 1. THE CIVIL SITUWORK DRAWINGS IN THIS PACKAGE ARE PROVIDED TO INDICATE MINIMUM STANDARDS FOR13OLLAR GENERAL NEW STORE DEVELOPMENTS IT IS NOT INTENDED, NOR WILL BE ACCEPTABLE BY DOLLAR GENERAL, AS FINAL CIVIL SITEW-ORK DRAWINGS AND/OR SPECIFICATIONS FOR NEW STORE SITE DEVELOPMENTS COORDINATE SITE SPECIFIC PLANS WITH ALL DISCIPLINES. 2. PRIOR TO CONSTRUCTION DEVELOPER SHALL PROVIDE DOLLAR GENERALAURCHITECTURAL AND ENGINEERING DEPARTMENT A COMPLETE SET OF CIVIL. SITEWORK DRAWINGS STAMPED BY A CMI, ENGINEER LICENSED IN THE STATE IN WHICH THE DEVELOPMENT IS PROPOSED, DOLLAR GENERAL SHALL APPROVE ENGINEERED DRAWINGS PRIOR T O DEVELOPER STARTING CONSMUCDON. ANY MAJOR MODIFICATIONS OF THE DRAWINGS, AFTER INITIAL APPROVAL, SHALL BE RESUBMITTED TO DOLLAR GENERAL FOR PRIOR APPROVAL ANY CHANGES MADE THAT ARE NOT APPROVED BY DOLLAR GENERAL ARCFIITECTURAL AND ENGINEERING DEPARTMENT, MAY NOT BE ACCEFTABLE, AND MAY REQUIRE RECONSTRUCTION 3. A BOUNDARY AND TOPOGRAPHIC SURVEY SHALL BE INCLUDED IN THE CIVIL SITF.WORKDRAW'INGS SUBMITTED TO DOLLAR GENERAL THE DRAWINGS SHALL BE STAMPED BYA PROFESSIONAL LICENSED SURVEYOR REGISTERED IN THE STATE IN WHICH TTiE DEVELOPMENT 1S PROPOSED. TOPOGRAPHIC SURVEY SHALL SHOW UTILITIES (ABOVE AND UNDERGROUND) AND EXISTING GRADE CONTOURS AT ONE FOOT (1) INTERVALS. TUPOGRAPHIC SURVEY SHALL ECI'ENID BEYOND THE PROPERTY BOUNDARY AS REQUIRED 'TO SHOW LOCAL STREETS, NEARBY INTERSECTIONS, ADJACENT DITCHES, ETC, AS ITEMS PERTAIN TO NEW DEVELOPMENT. 4, A UTILITY PLAN SHALL BE INCLUDED IN THE CIVIL SITEWORK DRAWINGS THE PLAN SHALL INCLUDE UTILITIES REQUIRED FOR BUILDING SERVICES AND ANY UTILITY MAIN IMPROVEMENTS THAT MAY BE REQUIRED. UTILITY DETAILS SHALL BE INCLUDED IN THE DRAWINGS. UTILITIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL JURSDICTIONAL REQUIREMENTS S. DEVELOPER AND/OR CONTRACTOR 1S RESPONSIBLE FOR ANY NATIONAL, STATE AND/OR LOCAL STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS. EROSION CONTROL MEASURES SHALL BE INSTALLED AS REQUIRED TO INSURE TIiAT NO SEDIMENT IS CONVEYED OFF THE 51TE TO ADJACENT PROPERTIES, AT A MINIMUM, CONTRACTOR/DEVELOPER SHALL SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS, A SUITABLE STAND OF GRASS SHALT. BE OBTAINED AT All. UNITPROVED AND NON -LANDSCAPED ARRAS 6 PROVISIONS FORLAGIL AND/OR REGIONAL. LANDSCAPING REQUIREMENTS, INCLUDING LANDSCAPING IRRIGATION, ART. NOT SHOWN ON THESE DRAWINGS. DEVELOPER SHALL PROVIDE LANDSCAPING IN ACCORDANCE WITHJURISDICTIONAL REQUIREMENTS. 7. HANDICAP REQUIREMENTS SHOWN ON THE DRAW -RIGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMIERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. B. PRIOR TO FIN AL ACCF.PTANCF. OF STORE BY DOLLAR GENERAL, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. 9. DEVELOPER SHALL OBTAIN ALL JURISDI(TIONAL APPROVAIS AND PERMITS REQUIRED FOR THE DEVELOPMENT. 10. WHERE OFFSITE WORK IS REQUIRED FOR THE 1)EVEIAPMENT, SUCH AS DOT STREET IMPROVEMENTS, UTILITY IMPROVENENTS, ETC, DEVELOPER SHALL INCORPORATE THE IMPROVEMENTS AND/OR OFFSITE DESIGN DRAWINGS 1NTI) THE DOLLAR GENERAL SITEWORK DRAWINGS. 11, DOLLAR GENERAL MBVIUMI PAVEMENT RECOMMENDATIONS MUST BE MET.DEVIATIONS WILL REQUIRE A GEOTECHNICAL INVESTIGATION INCLUDING DESIGN RECOMMENDATIONS AND APPROVAL BY DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT. B. SITE ELECTRICAL AND SIGNAGE GENERAL NOTES: 1. UNDERGROUND ELECTRICAL SERVICE S PREFERRED FOR DOLLAR GENERAL DEVELOPMENTS. TRANSFORMER PAD DESIGN SHALL BE PROVIDED BY ELECTRICAL UTILITY PROVIDER AND SHALL BE BOLLARD PROTIEC TIED WHEN LOCATED IN A HAZARDOUS AREA. Z SITE LIGHTING SHALL BE DESIGNED TO PROVIDE A MINUfUM OFTWO FOOT-CANDLES AT THE PARKING LOT' AREAS, BUILDING EMNT.'RANCES, DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTER PF.RIMF.TFR OF THE BUILDING SHALL. BE LIGHTED FOR SECURITY. SITE. LIGHTING SHALL BE INSTALLED ALONG THE WALLS OF THE BUILDING AND POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT. 3. REQUIRED POLE MOUNTED LIGHTING: 23' HEIGHT POLES WITH 1,00 WATT METAL HALIDE HEADS. 4. REQUIREDWAL. MOUNTED LIGHTING: 400 WATT METAL HALIDE WALL PACKS. S. RRQU [RFD BI-DIRECTIONAL SECURITY BULLHORN LIGHTING: 400 WATT METAL HALIDE. FLOOD LIGHT WITH CUTOFF SHADES. 6. LIGHTED PYLON SIGN: PROVIDE CONDUIT FRONT ELECTRICAL PANEL TO LOCATION OF THE: PYLON SIGN BASE BURY CONDUIT TO PYLON. THE CONDUIT 1S TO BE 1"AND HAVE ONE SIT OF 10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL A TEMPORARY Y TALL WIRING STAKE SHALL BE PROVIDED AT THE PYLON SIGN LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED, 7, LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL. TO THE CENTER OF THE SIGN CANOPY. THE CONDUIT 1S TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP -POLE BREAKER AT THE PANEL BUILDING CANOPYMUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN. SIGN WEIGHT UP TO 1.400 LBS. NOTE: IF THE LEASE SPECIFIES A 5 -0" X 40'-0" BUILDING SIGN OR 24" (OR LARGER) LETTER SET, WITH TWO - 10/2 WIRE WITH ROUND AND TWO 20 AMP FUSES THE BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN. 8. UNDERGROUND ELECTRICAL SHALL BE PROVIDEDTO THE SITE LIGHT POLES. 9. THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY. 10. DOLAR GENERAL VENDOR PRICING FOR LIGHTING WAAIL. PACKS AND POTE.LlGHT FIXTURES ARE AVAILABLE FROM: HARRIS LIGHTING AND NESCO LIGHTING, REFER TO VENDOR LIST. IF STANDARD DG LIGHTING DOES NOT MEET JURISDICTIONAL REQUIREMENTS, CONTACTS HARRLIGHTING FOR ALTERNATIVE SITE SPECIFIC PHOTOMETRIC CALCU ATION& 1. THE SITE PLAN 15 BASED ON MINIMUM REQUIREMENTS FOR SITE ACCESS, PARKING AND FREIGHT DELIVERY. DEVIATIONS FROM THIS PLAN SHALL INSURE PROPER SITE ACCESS FOR DOLLAR GENERAL'S FREIGHT TRUCKS DURING NORMAL BUSINESS (OPERATING) HOURS, ONSITE DELIVERY TRUCK MANEUVERING PATHS SHALL BE DESIGNED UTILIZING DOLLAR GENERAL'S 73-FOOT LONG FREIGHT TRUCK PATHS SHALT. BE UNOBSTRUCTED AND FREE. OF LANDSCAPE ISLANDS, SIGNS, LIGHT POLES, BOLLARDS,LTG HEAVY DUTY PAVEMENT IS REQUIRED ALONG THE ENTIRE DELIVERY TRUCK (MANEUVERING) PATH. Z SEE SITE PLAN FOR NUNIM UM AMOUNT OF PARKING SPACES REQUIRED FOR THUS DEVELOPMENT, WHICH INCLUDE 2 HANDICAP ACCESSIBLE SPACES THE NUM BER OF PARIINIG SPACES SHALL BE INCREASED AS REQUIRED HY JURISDICTIONAL REQUIREMENTS. IF ADDITIONAL PARKING SPACES ARE REQUIRED OR PROVIDED, THE. TOTAL NUMBER OP FLC SPACES SHALT. BE INCREASED IN ACCORDANCE. WITH ADA REQUIREMENTS, 3. STANDARD PAR IOIG SPAM- SHALL HAVE MINIAIIIN151ZBOF 7H ML'NLESS LOCALJUIUSDfCDON "UIllEl ARUM,5PAM PAXN3NU SPACEMMIN-G SACALL BE STANDARD 911 DEGREE STYLE MIND HIM SIZE OF H.C. PARKING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS- 4. PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YFII.OW FORASPHALT PAVP.NENT AND CONCRETE. PAVEMENT COLOR FOR PAINTED H.C. ACCFSSIBIE. PARKING SPACE. STRIPES, ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE REQUIREMENTS OFTTiEAUTHORDI HAVINGJURISDICION. BOLLARDS SHALL BEPAAINTEDYELLOW. PAINTSHALLBE REFLE(TRIi TYPE 5. PAINTED FIRE LANE STRIPING OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY JL'RISDILTIONAL REQUTREMIENTS. 6. CONCRETE PARKING STOPS SHALL BE USED AT PARKING SPACES ALONG THE OUTER PERIMETER OF PARKING LOT WHEN CONCRETE CURBS ARE NOT USED. 7. CONCRETE PARKING STOPS SHALL NOT BE USED AT THE FRONT OF THE BUILDING ORAL.ONGTHE PERIMETER (ADJACENT) TO THE BUILDING. S. THE SIDEWALK AT THE. FRONT OF THE BUILDING SHALL BEA MINIMUM OF 9-FFM WIDE THE. SIDEWA LK SHALL INCLUDE A 10.FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE STORE MAIN ENTRANCE SIDEWALKS ALONG OTHER SIDES OF BUILDING SHALL BE MINIMUM 3W' WIDE SIDEWALKS ADJACENT TO BUDDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND SHALL BE 6" HIGH ABOVE EXTERIOR OR PAVEMENT FINISH GRADES. ALL EXTERIOR SIDEWALKS SHALL HAVE A BROOM FINISH- 9. FORTIAND CEMENT SIDEWALKS SHALL. BE MINIMUM 4" THICK WITH A G' I4IGH CURB AT ART. PAVEMENT TRANSITIONS, USE WELDED WIRE FABRIC REINFORCING. 10. THE PREFERRED WIDTH OF SITE CURB CUTS 15 36' WITH ONE ENTRANCE LANE AND TWO (RIGHTTURN AND LEFT TURN]) EXIT LANES 1L DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHT -OF -NAYS, INCLUDES RADIUS SIZES, PAVEMENT MARKINGS, DRIVEWAY WIDTHS, ELL, SHALT. BE IN ACCORDANCE WITH JURISDICTIONAL. REQUIREMENTS. 12- A25'MINIMUM RADIUS SHALL BE USED FOR DRIVEWAY TURNOUTS AS SHOWN ON PLAN 13. SITE PLANS SHALL UTILIZE DOLLAR GENERAL'S PROTOTYPICAL BUILDING DESIGN WITH 130'-O" BY 7"" DIMENSIONS SHOULD SITE CONSTRAINTS NOT ALLOW THE PROTOTYPICAL BUILDING DESIGN, DEVELOPER SHALL CONTACT DOLLAR GENERAL SITE COMPLIANCE COORDINATORS FOR OPTIONS AND APPROVAL, GROW BUILDING OUTWARD IF NECESSARY TO MAINTAIN CLEAR SALES FLOOR AREA AS SHOWN ON ARCHITECTIRALDRAWINGS. 14. THE BUILDING MAIN ENTRANCE SHALL BE ORIENTED ON THE SITE TO FACE THE MAIN ACCESS ROAD PARKING SHOULD BE CONCENTRATED AT THE FRONT OF THE STORE 15. THE ALTL'AI. LOCATION FOR THE PYLON SIGN SHALL BE SITUATED FOR OPTIMUM VISIBILITY ALONG IMF, MAIN FRONT TRAFFIC CORRIDOR. TESL THE LANE OR DRIVE BETWEEN PARKING SPACES SHALL HAVE A MINIMUM WIDTH OF 36'WHEN LANES HEAVE' DUTY PAVEMENT AND USED FOR FREIGHT TRUCK MANEUVERING. THE LANE SHALL HAVE. A MINIMUM WIDTH OF 24'WHEN THE LANE 15 CONSTRUCTED OF STANDARD DITTY PAVEMENT AND NOT USED FOR FREIGHT TRUCK MANEUVPIUNG, 17. BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BE BOLLARD PROTF.CTFD, ABOVE. GROUND UTILITY APPU RTENANCES, SUCH AS METERS, TRANSFORMERS, FIRE HYDRANTS IN PAVED AREAS, ETC. SHALL BE BOLLARD PROTECTED. 18. DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS. SEE CIVIL DETAIL 19. DUMIPSTER AND DELIVERY PADS SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED ON THE DRAWINGS. AN ENCLOSURE SHAIL. BE PROVIDED ON THE DUMPSTER PAD IF REQUIRED BY jLII1m=()tiAL REQUIRI7,OE%mk OR IF V'L51BIE BY Ci SMma TRAFFIC 01 ANTMNG RESIDENTIAL SANTT,AILV 5EW'EA .'AND DOMITSTIC HOT W 1TER $HALL B R PROVIDED AT DUMPSTER AREA 1F REQUIRED BY JURISDICTIONAL REQUIRENIF'NTS. 20. PUBLCSANIITARYSEW'ERCONNECTIONREQUMM. 21, SEPTIC SYSTEM NOT ALLOWED UNIFSS WRITTFN APPROVAL. IS OBTAINED FRONT DOLAR GENERAL 22 HOLDING TANK SYSTEMS ARE NOT ALLOWED Z3. LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR GENERAL APPROVAL 24. EXTERIOR WALLS AND FOUNDATION SHALL HAVE WATERPROOFING. 25. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON -PAVED AREAS. 26. ALL DOWNSPOUTS DISC14ARGTNG ONTO NON PAVED AREAS ARE TO HAVE A M DMIUM[ FIVE FOOT PERFORATED LANDSCAPE PIPE STRAPPED TO A MNLM UM 12INCH X24INCH CONCRETE SPLASH BLOCK 27. FINISH FLOOR TO BE A MINIMUM OF 11 INCHES ABOVE 100 YEAR FLOOD PLAN. 28. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN TENANT PARCEL AND ADJACENT PARCEL., THEN LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE WITH TENANTS PROTOTYPE CRITERIA SET PLANS AND ANY APPLICABLE GOVERNMENTAL AGENCIES. L U5E PAVING SPECIFICATIONS NOTED ON DETAIL SHEET UNLESS A CERTIFIED GE(TIECH REPORT SPECIFIES AN ALTERNATE REQUIREMENT (SEE DETAILS) AND IS APPROVED BY DOLLAR GENERAL Z PROVIDE PARKING TAT IN GOOD CONDITION, PROPERTY STRIPED PER SITE. PLAN WITH YPLIAW PAINT. SEE SITE PLAN FOR MINIMUM AMOUNTOF PARKING SPACES REQUIRED, INCLUDING A MINIMUM OF 2 HANDICAP ACCESSIBLE SPACES (PROPERLY MARKED. SIGNED, AND ADA COMPLIAN ). 3. PROPERACCFSS FORDOLIARGENERAL'S FRE1GHTlRUCKS(FREIGHTTRUCKS ARE APPROXIMATELY 73'4I" LV TOTALLE! , ARE REQUIRED DLAMG NODIRL BUSINESS HOURS. THIS INCLUDES ATRUCK PATH THAT IS FREE OF LANDSCAPE ISLANDS. SIGNS, LIGHT POEMS, AND OTHER RARRERS W HIE MAINTAINING WIDE RADIUS CURVES ON ALL ENTRANCES AND EXITS HEAVY DULY PAVING (SEAR PAGE C4 FOR SPECIFICATIONS) REQUIRED FOR TRUCK PATHS 4. PROVIDE PROTECTION (BOLIARDS. GUARD RAILS. OR EQURALENT) FOR ECFCnUQ. GAS, HVAC, AND WATERMEIERS THAT ARE IN POTENTIALLY HAZARDOUS LOCATIONS 5. CONTRACIIDRWILL COMPLETE ALL SITE WORK: FINAL GRADING, LANDSCAPING, SEEDING, PAVING, RETENTION, AND REMOVAL OF DEBRIS. 6. ROUTE DOWNSPOUTS UNDER SIDEWALKS AS DETAILED IN DETAIL SHEET AT ALL SIDEWALK LOCATIONS 7. PLEASE NOTE THAT THERE SHOULD NOT BE ANY PARKING STOPS LOCATED DIRECTLY IN FRONT OF OR DIRECTLY ADJACENT TO THE BUILDING. 8. EROSION CONTROL AROUND PROPERTY IS REQUIRED BY CONTRACTOR 9. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALL VEGETATION AND REGIONAL APPROPRIATE LANDSCAPING. ALL LOCAL LANDSCAPE REQUIREMENTS MUST BE MET. 10. THE GRADE FOR THE PAVED TRUCK RECEIVING LANE IS NOT TO EXCEED 23%. IF THIS CONDITION CANNOTBE MET, NOTIFY DOLLAR GENERAL IN WRITING WITH PROPOSED GRADINGPLANI FOR APPROVAL 11, THE GRADE FOR THE PAVED PARKING AREA S N(TTTO EXCEED 3S%. IF THIS CONDITION CANNOT BE MET, N(TfIFYTHE DOLLAR GENERALARCRnFCWRALAND ENGINEERING DEPARTMENT IN\VRITING WITH PROPOSED GRADING PLAN FOR APPROVAL 1Z THE CONCRETE DELIVERY TRUCK RECEIVING PAD MUST BE A MINIMUM OF IOXI6: THE CONCRETE PAD MUST SLOPE AWAY FROM THE BUILDING AT 1/B" PER FOOT. 13. THE CONCRETEDUMSSTER PAD MUST BE A MINIMUM OF I X IW. 14. IF REQUIRED, THE DUMPSTER ENCLOSURE MUST BE I WIDE BY IT DEEP AND HAVE WOOD FENCE ON SIDES AND REAR WITH CHAIN LINK GATES AND PRIVACY SLATS AS AMINIMUM BASS OF DESIGN 15. CURBING OR CONCRETE PARKING STOPS SHOULD BE LOCATED AT PERIMETER PARKING ZONES ONLY. 16. LANDSCAPING AND SITE WORK SHALL BE FREE OF DEBRIS AND IN LIKE NEW CONDITION. AC SECURITYFENCING: PROVIDH 77AYi WNfIN THESIORGS DEFINED AS BOTH SELECT ANDEjIL .'N%LEASE, 1. PROVIDE 69 FiNEA r R'-0" HIGH fi GAUGH CHAIN LINTCFLNI:I]G. Z SCHbDLW-4BGAL.VAN1 M 3. PROVIDE POLYF.IHYL].41RTHRRAIDPL PRIVACY COLOR TO MATCH BUILDINGWITi UV INHIBITORS USE WHEN UNITS ARE FACING RESIDe Al. A PROVIDE (2)30-GATES WITH CUI`6 MADEH 'D(D"Y HINGES AND LOGICS, FRAMES TO BE SAME AS TOP RAIL 5. MAINTAIN A MINIMUM 0 r'IN-BETWEEN UNITES AND FF7\'CING.. ISTOBE6"1NSIDEOFTHE buGEOFC )NC EDRTT ADJUST PAD AND FENCING DIMENSIONS ACC 'GI.Y. 6. PROV, COB. FULL LENGTH OF FENCING, 18" DIAMETER. GALVANIZED, 7 . T RM, NOT APPLICABLE TO THIS PROJECT IIlD1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING GRADE BEFORE AND DURING CONSTRUCTION CONTRACTOR IS ALSO RESPONSIBLE FOR SHORING AND ENSURING THAT THERE IS NO SLOUGHING OF ADJACENT PROPERTY UNLESS OTHERWISE APPROVED IN WRITING BY THE ADJACENT PROPERTY OWNER. I O z C A lJ BLEW &ASSOCFATEUA CIVIL FNGIlVFFRS & NAND SURVEYORS 3825 NORTH S-H DRIVE FAYETTEVILLH, ARKANSAS 72703 OFFICE 479.443.4506 FAX 479582,1883 mtF .BLMNC.eom CeAnikk uTAIMMriwiaR ]& 13?K n•m JOR •` 194866 r,on..."•� 2019-08-28 As Nurcd 19-"66 Ci i1001 dwK C1-1 1 I x oo'�BGcru }4 aPET, � I� .anlwma�s� PANS x� P, <* 9N-2 YH"REoFlR s z ProfaEY frx N; rAirt d G_u N GRAPHIC SCALE ■ X E u4 tvcr 7 Kroww4Lot'a yelpsr Cap ward you dig. f' � OrHLI'JIRE FEIJLC } ` — — � Y — 1 — % — — %1 �, % — t[ -- i[ __ K x _ x � % � K — k — x � — % — X .� :? � X � >< � • � X � X — x J -• }� f/ 14' LAND U_5E BUFFER 1743• � ••\ + / LOT31 r'ub ��{ prQ V (.><�a. I f /+!IRISH SPRIHGS ESTATES PH. 'B'MB'Mn.Ca•c. Prd 2.275 Acres Feet + ' For OumyaterAmr 86.467 Square Fest+►- / "�� f*/ •' 1G'K6'MaConc Pad f f -rf '� F� For Recmirg Are., 'I•F/Jr El PROPOSED RETAIL STORE 76'-0" x 140'-0" "A+H PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) N N � 55 I - rur.e.rr!/tyr7LTQF7-T .v CRaa hiM A� 25' BUFFER FOR 5TREAM\\\j Iowv( ) N 88e30'36" NW PROPERTY INFORT< AMN sire n.a 96,467 of 221 Dra'>rv-0RDR'` O.00sf 0.IXi . naa 96,467 sf 1-" SITE INFORNLMON P,.a Ary RAX4.itf 0.47 Sklr elk Ara 1,834.59 of AIm m r.Wx 9,Inn.00 sf 021 Impervwus Area: 31,571-04sf ) RrrwrAwc 54_141,96sf 9 ELEv cof D.erro Te Dc Routed To D-1.. Poro Jw ll" ADS Pipe r,p � 5) irf l�l r LOT31 J IRISH SPRINGS ESTATES PHASE II a•PaMva rrvw sTr:pl 5N-05 a^yVde Fovs4 Ye bx $trpea 2'- a 15• SN-OT 4"1N4 Lane S:dp'rg-PerMU.T.LO (Sea PWn for Leal, and Lo'ar) SN-0B a"wde POz .5",-Pe.0 Tea (5ee Plan for Lcgu+a d Law) 5'. 16 FJkn s':wmrK % INV LIEV ' flq • ir' 6T 1 �ELLv taOlttln • u+• T � `` t +�%. / i 3 +� q y 32 / ..[v AV11514 SPRINGSLOT ESTATES PHASE 11 f 0p/}k \+ t \ T� P Lire Striping Specificatiom Z71 YELLOWLURBI d 5UKFACF551.0 D6EGLEANdD"..METAL5URFAOES SHALLBE FREE OF HEAWRU51, WcFA -SHALL �� ^oaparty O he Property Lire Offsiee, Property Line BOIlARDS r"UNG TOT RECwE 2 CGA1565HERWIN W1WAM5-BEM RlghbOf-Way Line ACRttIGALRYOENAMEL 5AF VWLL4TVB55130D 5rback Line SulE5 SHOULD BE ClEAR&M W WAT5H-WH Ea56ment Line Sm"Ilz —,No LOT. wILLMM5- PRO MARTRAvHL MARRLYG PAIW IIAV Zoning Li " TMsesS rL Street / Drive Centerline HANDKAP STRIPING SURFK.FS SHCUID RECLEAN dDRY.bPCOATSHEXmN PAR-C LOT W:LMAMS-PRO P,VHT MG-.LUE Curb And Gutter (see Site Plan For 5fu) Toil enel Edge OF Pavement Edge Of Gravel Flrelare Stdpirg ' Asphalt Pavement (See De 11 Sher 0 For Pavement 5eations) L Pavement (See Detail Sher X Dimensions are measured from the Face of Curb. the Edge of Pavement, © For Pavement 5ectloro) for Pavement thea1 aLiPwalk the Face/Comerof the I3ullding(s) orthe %dp LoncreSielPlanF Carte+fErl>1 oi5kHe X Am radtl dbA be 4 ibatm. FaceofCurb unless otherwise specified. © (See Ste Plan For D�mcnslons) X Layout of Site Plan 15 based on and limited to survey information, Gamer Fence Llro hell X All Curb&Gutter sbe 24" wide per detall sheet X (5ee Plan For Type) X All Pavement Marl sham be applied In accordance with the _ o — o — Chain Llnk Farce Line requirements outlined In the most wrrerrt MIL!on of the "Manual on board Fence Line UnlForm Traffic Com'sal Devleed'(Id�TCD} ccsrncTs Parking Counter X All 5lgns,T fFc Control Devices. etc shall followthcauldell—ofths MVTCD X Thc Contractor shall refer to the Architectural drawings for Bullding ® ® ® S S m St. -Latch Basin(.) Floor olane and Dlmenslon., Wall5%tla,ia. floor OppAfRSDWiky Retalnlrg Wall Utdty Entrance Pdrts, etc. ThaGwaPxtx shaf ar aW.*.otiy the Architect. sad Engineer in the event that the CM7 Site Flares See UTILITY PLAN for Marc Information Building Layout does not, match the ArchKc ral drawlMs, X All handicap spaces shall be striped / marked In accordance with the _ Gate Valve handicap striping detail Fin Hydrarr Assembly All paverrerit Indicated aF.11 be standard duty bituminous pavement Water Meter - Single .nice. othcriviee noted on plan. The pavement ahal be constructed In ® Water Meter - Double all accordance with the pavenume seetnn decam G Sewer Manhole X tis the Contractors responsibility to conetnatlem steking coordinates according to the dimensions shown on thee. plans The � UtilSqu �� nb Contractor shall verify the accuracy of the coordiriarce shown on the 19 plane and notify the EMWaar of any Imegularitlee before corotruction starts Note X All ramve nips shall hadtectabls truncated dome parole par A D. A and See Survey For Existing Features Legend city standard. anal the detail shoat Sae Cmar Shxt For Abbrav ation List. a ( f O o �a4 0� O� � "4 �a o�y L 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFIC& 479.443A506 FAY: 479.582,1883 mmw.BLE\iRNC.com kI.M& ..f Autl-6M M iS74 J.OR 19-4866 naumuann 2019-08-28 uv As Nuted OL1a�A� 194066 CmIC(li.dw--x C2 F.Ir ) .rynn rawR Lw n xra dg.Fra Ir� � r. wioxrrEAl� (p ecafgy eG• +Os,F ,&. UNPvLAPE AREA 1) RO a 02) EG. 330 5• LaMxp. A— BO 5r �11 RC (I I RC !T" P V ande:.Pe �ru � en i0 Ro I F ALL DISTURBED AREA5 SHALL RECEIVE TOP501L AND 50D, AN EXTRA WATER METER 5HALL BE INSTALLED FOR THE IRRIGATION 5Y5T-.K TH.E IRRIGATION CONTROL BOX 51HALL BE LOCATED AT THE REAR OF THE BUILDING A5 SHOWN ON THE LANDSCAPF/UTILIrY PLAN, Landscape Notes- I X DIMENSIONS ARE MEASURED FROM THE FACE OF CURD. ME FACE/COKNER OF THE 13UILDING(5) OR THE CENTER OF STRIPE X LANDSCAPE CONTRACTOR SHALL CONTACT AF.KAN5A5 014E CALL FOR UTILITY LOCATIONS PRIORTO BEGINNING LANDSCAPE WORK. X GFA55 AREAS 5HALL BE 50POED WITH BERMUDA GRASS 501). X ALL LANDSCAPE BEDS ARE TO BE MULCHED WITH EITHER TANNED HARDWOOD BARK OP. REDWOOD MULCH, WITH A THIGKNE55 OF 3" OVER ENTIRE BED, X 501L WITHIN LANDSCAPE BEDS 15 TO BE AMENDED WTH EQUAL PARTS OF PERLITE (OR EQUITABLE SUBSTITUTE), PEAT M055 AMC) CLEAN TOPSOIL ALL LANDSCAPE BEDS ARE TO HAVE 500 REMOVED BEFORE INSTALLATION OF PLANT MATERIAL. X IRRIGATION WATER METERS HATE BFEN PROVIDED. DEVELOPER TO CONTACT IRRIGATION CONTRACTOR TO DE5!GN AND INSTALL AUTOMATIC IRRIGATION SYSTEM. X ALL PLANT MATERIALS SHALL MEET REQUIREMENTS E5TA5LI5HED BY THE A.MERICAN STANDARD OF NURSERY STOCK. X ALL PLANT AND LANDSCAPE MATERIALS SHALL BE INSTALLED PER CITYS LANDSCAPE MANUAL (IF AVAILABLE), Tr... Pa•syRNilL @EE3 n[ed 3'LaMecupc a Y IK '1F% aY K — ❑ .`ife.tlL'& AREA � PM a (za1 sH L.xFae'e I.ngar�� 1 e+a Lr cenrel.a.. srr sa Idma o..,w�� PROPOSED RETAIL STORE 76'-0" x 140'-0" "A+" PLAN W/ VESUBULF, (HVAC UNITS ON ROOF) 9'tw )e ff (27)` 1,(24B of B" SF Souchem Red Oak RO Balled & B"'LO; " 3 quen:us Falcata Limbed 6ft1r sh. 6round LP 13 Labially Pine 3„ Balled & Budapped Pious taeda Limbed 6 ft from the Ground Burford Chin -se BC 110 Holy 15"In Height Ilex cornuU'0urfordl/ PM 172 Pron""' Jasmine 15" In Height Jawnimum —any! Gras. Area 60.547 S.F. X—Y--,e7C—X —Xw X— K —X —X— x—'4-- x _ Rol t r�f LOT 31 comma. cEsTA TES PHASE 11 Landscape VEHICLE USE AREA PERIMETER PLANTING REQUIRED PROPO5ED 1 Tree& 35hruba per 301f 7Trees&155hroba VEHICLE USE AREA 5CKEENING REQUIRED PROPOSED 5hmbsat3'Avag5paciry 1045hrub. 1 Tree per 301f 10 Treeo BUILDING LANDSCAPE AREA5 REQUIRED PROPOSED 1 Troo & 4 Shrabs par 40ff of vehicular u.c area abutting the 200ff=5 Trees&205hrube build PARKING LOT INTERIOR LAND5CAPE AREA5 REQUIRED PROPOSED 1 Tree per 12 p-Wry spaces 30 Spaces = 3 Trees PERIMETER LANDSCAPING REQUIRED PROP05ED I Tree& 35hrubo per 301fadJacer2 to residential ro cry 7N 47=16 Trees &485hrubs TOTAL REQUIREMENTS TOTAL PROPOSED 39 Trees 29 Trees (12 Tree Credit) 1875hrubB 1575hrube if I 1• J? 1r } IV [yj N iV Knout what's below, Call before you dlg. GRAPHIC SCALE _I 1N FtLT t 1 hrA = a1 fr Property Line —_ 0"41a, Property Ls" --- G1Foffa YroJNNgfiW -- Right -OF -Way Lim •- -- ---- Eaearwnt Lke Zoning Linn" 4 Street/Drive Gantedre Curb And Gutter (5ee Sire Plan For 51z ) Thickened Edge Of Pavemer" Ede.OfGravel © Asphalt Pavement (See Detail Sheet For Paremerr, Sections) Conerere Pavement (See Detail Shoot For Pavement 5-M.. Concrete Sh (5cc Slte Plcanan For Dimcnsionz) X Gen�l Fence Line ( Plan For Type) —o—o— Chain Link Fence Line ..� Board Fence Line ® ® ® ® 13 m Storm Catch 0aan(a) .!. Stone Pipe (5ee Gradmg Plan For Type And 51m) � q Rat iining Wall WeeWee 1TCJrFLNm Fw 1-1- Scom + Too, Crow, Benda, Gate Vale& Reducer �..� Fire Hydrant & Assembly Water Meter-51ng1e Water Meter - Double -- 5anitary Seeer Force Mam Sanitary 5—r Line 5anitary5c— 5—!ce ^G 5anitary 5—Manhole Ga. Chic Overhead Electric Lme Underground Electric Line Cable lelcvision Line Flier Optle Line Orrhead Telephone Line Underground Telephone Line Utility Pole Light Pole Nora: -only 5ymbo16 That Appear 0. Th10 Sheet Ara She- In Thle I eg-nd. 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UTAW a4S W pue'ueld plum Suwulpas pue ualswa atoll uo Mo3e swn- IN � rr' � --=1-• - - - ._ x'Tx-x;-%'-,x-36-x-x-x-x-x-x-x-x-K--V-x-x-x-x=x= arvod a115 p - - u„4me:0 rf r s El f- e 1 rr -+-x ■ -X-x -� �urdr 7dn�rarrn� avwd3BS. r q,MPla � dav„wnr - ❑ vS= e. -r �•�� l'I 1 - -------------- • muad 3B50 ' L N, 5F 5F 5F 5F x T Ir wa1 ox ( M w i I� I j t I -- I � ' �'—• e r I 1 I TBM F1 _ 2/ - ors - X —x —'x —x —x —x — x— x —X — rf. — El PROPOSED RETAIL STOREY }/s - •45stn �% , 76'-0" x 140'-0" a to "A+".PLAN _ & W/ VESTIBULEIIA `' • (HVAC UNITS ON ROOF),/ n:,• ;w 4 . f rmnrs.�. f 411 his or i,nrg wse.�� f /��j r, \• / rr +/ fr LOT 31 IRISII SPRINGS ESTATES PHASE It r , a, -•.-. -• --- '----- - - a J am .._-------------- `----------- ---___- `-_-`•_� __-.�i�.r-'�S r s= `i r PRE•CONSTRUC ION: materials that would affect the smi,111ty of the fill If X 5tomn systemismeasuredfromtlie-sterofthe X Prior to start of site grading, eroelon control uncertalMy islets as to she oultabilKy of any low oni Rom alp end oe toe flarada d ee %mi, mea.ures shall be inatalled In accordance to the material, the contractor shall have a Registered X Drainage structure. shall be constructed so that ero..loncuntrolp" ;hate erasion central Geotechnlcal Engineer make thefinal determinatlon. the appropriate section of the box, such a. the msaoures,asa n.rrare� ehaR ln;Wi•.11I ell; fencing, X Contractor shall ensure that the fill material be free gutter for curb inlets, the grate fordrap Inlets, is at temporary sediment ponds, temporary construction of organic materials, fismn materials, muck, highly an elevation that will allow for the maslmum drainage entrance, and any other measures necessary to compressible materials, rocks, rubbish, timber, brush, WX 9M:n accordance with proposed grades and eseare thx amra -, a.e. Mai W.. t1k eve, stumps, building debrie, and other ..Ural. that epos elnitlen shown on the plan. The contractor X Contractor shall notify the appropriate Utility would nogatively affect the fill matsdol. shall notify the englncer of record In the event of a Companies and the State 0--c.11 5yourn . X Contractor shall stock pile and malntaln all good top discrepancy minimum of48 hours prior to any excavation for soil removed from areas to be graded and filled for X All drainage structures located within the State or location of all underground utlllty lines that will be use In final grading all critical / unpaved area., Local Right ofWay shall be constructed In aff,aso bythle development. Pleas note that X Cortractor shall proof roll subgrade of e11.rose w be accordance with the spaelficatlon. and details of the e+tl.tirg 1211lt1a. noted on plan have been located with paved prior to Installation of padng materials. Any Appropriate Gwerning Agency. all available Information and that exact location of .oft areas shall be removed and replaced with select utility lines may not be accurate. fill and compacted as noted in the pavement section POST-CONSTRUC3'ION. X A prcconstructlon meeting shall be held on site once shown on the detall sheet. X Contractor shall scarify any area to recall top soil ALL Erosion Control Measures have been Installed X C stractor shall employ a Geatechnlcal Erglnsring / to a min, depth of 3". and Prior to any eImgrading / conamcv / Inapsetlon Firm rmgistored with the 5tate of X All unpaved disturbed arse. shall be graded .maoth demolKlon. Arkansas for Inspection and testing of subgrade for and recele a minimum of4" aftopsoll The area shall proporoompaction (95% standard proctor), be lorded and / or nodded in accordance with the GENERAL landscape plan. The area shall be watered until a all required ntee X CnmracWr shall lnstall/use 1paprnea STORM SYSTEM hamov (y cover of grass has been established and W4 ..we nnplwith all safety standardod"etated by X All dralrage .traduces under paved areas and / or of the slte has been otab.rtdi eta nljsca .r-i OSHA, Federal, State, and Local Regulations areas impeding heavy duty traffic loading shall be ADEa5 Con.tructlon General Permit (ARK150000). X Contractor shall coordinate with appropriate Utility designed to meet AA5HTO Heavy Duty (H20) traffic X Once the site has reached final etabilmatlon In Comparry as listed an the cover sheet for ad)u.tment loading. ccordarea to the requirements set forth In adeq's vF utility lines affected by cut and fill, X Storm pipe / boo shall be bedded in accordance with construction general Permit, the concrscmr shall file X Areas to be graded shall be 0sarad and grubbed so the bedding detail and In accordance with the a —k—, oI-�nwnaysn as to remove all organic material Including but not specifications of ASTM D2521 (latest dlUon limited tovegstation, trees. roots, debris or other a.liable st Murl1—ASTM org} You' r s6.11L7•E .'� o,r r�r +rr r- *r r 0 ■ N ■ Knovwhat's belOW. E Call before you dig. GRAPHIC SCALE ( wFcer / I h =vin Propen6y Use -- --- Onaito Fr." Line ---�--- Offsits Property Llne Right-cfway Llna Eaeornsn Line rL Street / Drive Centerline Curb And Gutter (See Site Pn For Sire) Thickened EdgeOf Pavement Filg OFGr el l� Asphalt Pavement (see Detail —J Shoat For Pavement Section) Concrete Pavemen (as Datall © Sheet For Pavement 5actlone) Concrete Sidewalk (5ce 51te Plan © For Dlmenslons) X General Fanee Line (see Plan Far Type) —o—o— Choln Link Fence Line ��-- Ooard Fence Line E ® ® ® ©m Storm Catch Daoln(.) ------------------ Ditch Line .- Fault Line/Grade Change Storm Pipe (See Grading Plan For Type And 51m) �- Retaining Wall Sex Jet P nFot Llae 5w'ee — WaterWater lee aq w.-- Tee, Crom p_ nds, Ga. Vale &Induce, —¢ Fire Hydrant &Aasemby ® Single Water Meter ® Double Water Meter — Sanitary 5swer Force Main — 5anitary Sewer Line p Sanitary Sewer Manhole 0 Utility Pole Light Pole Note: ' See Survey For Fxisting Features Legend ' See Cover 5haet For Abbreviation List. I ❑t ;I i f i 0 c z Wo° c4 .0� o1;� G01S� y l� BLEW&ASSOCI MT PA 17VIL ENGINF.F.T S & LAND SURVEYORS 3825 NORTH SHILOH DRIVE F AYETTEVILLE, ARKANSAS 72703 OFFICE 479.443.4506 FAN: 479.582.1883 aaavto.BLE JNC.com frrri6nk nfAwhnriva ,n 1�1334 •rw,. J. Orr yaw 19-066G .r„rr,.,,,; 2U19-0B-29 v,. .As Nomd .r•u•o 19-4866 ri iH 001.1 l C4 Downspout Detail Loading Ramp Detail S .Iry••Iw - 1 LT %B• % ]/4• D NOTCN FOR ]/4- DIAL — BOLT Irr T-0 T•B' swcs•wT mL] • I .•TS 1 YYJ•�fA �aWL Dumpster Fence and Gate Detail sMc Im, VARIES R/W lAI.iL� el VERTICAL _ LNRVE REOD VARIES tiLY rn•.:nAr .ERICAL PARMA .IL/A EtlKBL RFCT i ;pF d Y�yAY VERTICAL - CURVEREOD 51GNAGE IIUTALLED ON A METAL COLUMN AT THE PROPER. low REQUIRED FROVIDEADDTRONAL 5rNA5E BELOWTHE ACCES516LE SIGN AS aal:.sEv PER REGULATIONS. BWTSIGNS TO GALVANIc'ED METAL PIPECOLUMN 6. OAM=TER CONCRETE FILLED STEEL TIFF BOLLARD FNNTEDYELLOW CON CRETEND YIP3U..0" AROUS LCLUMN Parking Sign Detail DRIVEWAY DETAIL NOTE5: 1 DRMEWAYS 5HALL BE CONSTROMD IN ACCORDANCE-H JUP,I5DRTIONAL REQUIREMENTS AND DOLLAR 3ENERALREQUIREMENT55HOMJHEREIN DKN AYGRAOE55HONNHFREIN ARE OOLUR GENERAL'S PREFERRED MANMUM AND MINIMUM GRADES. ITIS UNDERSTOOD THAT BMCEPDO%TO THE5E eEW—ENT5 MAY BE REQUIRED AT 50ME SIZES BASED ON "TABLE GRADING REQUIREMENTS AT DIFFERENTGEOGRAPHIC REGION5 PIROU611O ITTHE. USh HOWEVERANYERCEPME 6RP RESUBMITTED TODOLLARGENERAL ARLHRELAIRAL ANDENGINEERING DEPARTMENT FOR5 IN A XIXDAW SU HJUR SHALL INC LUDE DATA SATE ET THAT PROPOSEDDESIGN 15 WATA SHALL WITHJURISDIGUONALLS, L.LOUIl1Y. STATE,LMOACLEPfABLESTANOARRS, DATASHALLINGLFLOCAL MNG D<GUIDELINEAl ANQ ENGINE RI GRATA TH LLETTERS.PE5 THACOPIES OF LOCAL DESIGN GUIDELINES. ETC ). AND ENGINEERINGDATATHATILLUSTRATESITE TN RDOLLARGENERALTRACTOR RAILER DELrvERY RUCKCAN ACCESS THE SOE W1T9N NORMAL OR REASONABLE MFAL D LETTER FROMA!ES !LICENSED CMLE INFER IUOE ASIGNEOAND DESIGN 6I ACCORD ACCORDANCE. FRO—CAENSEDLNILEN AGER LERIIFTNG THAT iND DOLLAR GNISIN ACCORDANCE. WITH RESSANDELF GRESSK AREMENTSSHOULD BIVFKIF DOLLARGENERAL GELME LTR�AKGHI INGRESSANDE. IN5REQUIREMENTSSHOULDBF rRIFRDTHROUGHDOLLAR OOLILAGE.NEGENERAL MID F.N AND ENGI GEPARTMEVA DEVFIJTOV SHALLLOMICH OF VARGENERALARCHRF.564SAND BE pEPARIMF.M TO DETERMINE WHICH 11'PF. OF DF.LrvERY BULK THE DESIGN SHALL pE BASED UPON 2. VFRIFYJUR15DIWNALREQUIME EN MLLALLOWTHEPAVEMENTTO5I EDIKELTLYTOTHE ROAD A55HOWN ON THE DETAIL WHERE THE PARKING LOT 15 HIGHER THAN THE ROAD ELEVATION MAINTAIN POSITNE 5WM A— FROM THE BUILOING TO PREVENT FLOODING. Driveway Detail —1/]"=1YP LWIOBlTRU=MVNLW ri%MOFA -I'I5PALING 0.FS'IM:VIlA11 BLvmmG BT!TYT!DS: Mac lT4NMTP.AACIILANT ADJAL PARCFJ. FRONT THPJN IdSSOA 5HATJ. CONfTRVGTA TOP VIEW zwA w PRI\FALI'IPNCTiMACCORDA\LALYTiH FLANSTS PAOTLT]TREC kILB ABET O-V aIµ YOB1 :!ACeiS PI.A[NB AND MY APPLCABLB •••••• OOVFANAIENTAL AEQUIRPd1EN1A. NOTE 1 AD00 TO BE REATEDPINE USE GALVANL'ED NAILS FOR FASTENING 2 NUMBER OF WM05 WILL VARY DEPENUIN'G ON 5PALE BETNEEN BOARDS AND AGNAL W 1- OF BOARDS. Wooden Privacy Fence -1r-W B11BKmA1wA 'MDPI AB BRWAH aH 91TE PMVI A\yySRA 4 �wWww�lu�EnM w•Tw.1Ec ]DINT xlr wrvnwFw.YTRB . ner m`rr.i�cElOK Mvfl+E. ~:�• Dumpster Pad Cross Section Widened Sidewalk Edge Detail K'TuSolc T f T.R f•L? Handicap Detail Snlc 1/E•=11Y PAVEMENT DETAILS I DEflLLSMEDOLLLRGENEMLBTANGAI✓0N6pUBF]f MDMAYINCRFABEMDECNEAEE YAMVARR SOLCOWMN6AGFRITF3]WCALI PG4TIGNWRHPAVEMENTDESIGN RFlOIIREbATIIXE SHALL BE COMI—I Fpli EACN IINIEL0P4F]!T. THE FOLLDVANG DETAILS ARE MN111111NG GENEFAI. PAVFIBIfPELNMEAIENP- IMCNFA$M RECOMME-IAMNS ARETOBE ABED CRAM+DEN WW4111 i•YLL B6 NID01'NOlIS Amm ECAAYYTED AIO LD4 ACila N A.L.1%== EMONAA11O0.x1[ Di4RkCOWALTEP 6CLi4i MAipUILtY ADidedJlCR fITM OEDraI}IMCAI InODMMEW RitlYl 1 CILRTE mvmff, AW, WANOIi{O tr.IPiL41tlCA'viEnAVEUEI BFG IxLrJJy BL}LIITGRaaL1A QIM I La :]R KL xQrAORCBa. TFPE SHALL aB: eO FF aDIJAR mli Cpn mor xALWl- R/]fY ADO CLYH O(lfOPP APPiNVl4 R uSlO A] Tom 1]4R L�11gE Fa4 wR,IxIl ANv �lCg4 �. NCI.BR iylFgl,.WlFlfygNNq µYt]I/T. E or OWIR1l1f ALL49MLLTTNuq I/NLL IE #FTNZu riY NiD>bx 1AiR1 OSW it iiSTING ■1' DG 2' A5PHALT- SEE NOTE 5. no _:Y•:_TCOMPACIED AGGREGATE BASE Z i:"ALTE 0 5 0 &AAV W LU STANDARD DUTY ASPHALT DETAIL dsulr:NOrmxnlH U W ASPHALT- SEE NOTE 5 F Q - G 45' COMPASSED AGGREGATE BASE .. • COMPACTED SUB GRADE HEAVY DUTY ASPHALT DETAIL aC.UGNOTIDSCAIB /CD]' MTMWA1R Accessible Parking Access Ramp & Access Aisle Detail ur,Iv /SBUAB5E GRADE IETATL W 4XIM FS117BEt L•cMYLgKCC C4ICR � AYI.1 Kr< TE BASE TS F r E V z 0 w5 o: BLEW&ASSOCIATES,PA CI%FU,ENG4 S&I_+9MSUMSYORS 524 W. SYCAMORE ST• SUITE 4 FAYETrEVrt r F ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 4795821B83 mm .BLEWINC.com Cr>rbva JALDIn.uadnnlb Lira ua•• J.O. luw �vnm 19-066 2019-08-28 AI N—d 194866 DPnib 001 do C5 FOR W WDY PNKT6. PRUNE ALL DAMAGED, DLSEASED, DR WFA(51EM5 DQGw w.w r wrArArrBw pWM 7'y.•� fir. EXCAVATE ANO REPLACE EUETING SOIL ADJ EOIL A—PLIENr51F NEIT55A.RY WATER THOROUGHLI TO ELIMINATE NR 10CAE15 DO NOT CAMP. KOOTBALL - ROOT WLL1R S—L BE KEI.WXE i.Q56 BG L I9N —Or SAILM WND III W7 B.LLL r Tl e^ ABOrF FINISHED GRADE TO ALIGN FO4 SETTLING. =eJ'L(rJ s..e5 - elI ROUGHEN SIDES OF HOLE SO i BALL ON FIRM 501L uuorelukeEO surwDE Shrub Planting Detail e..1. N.T. l �"}ram M f I . ... Ta hF r pl.par:2 far Bab) geepke AoJ the S-0-MM1mum Plea--1 LMrg In Platy 10 MII Plestic 1 plMlrg Wlro I Ins NvY+e Marmlel l+ar Beb (Oputm 4t,&i (BFe Stabee (2 Per Bab) Concrete Washout k. 3/e' = I'U' 7nlft AA LD tp SAJ White Re %mlve Trafflc PBIIt Traffic Flow Arrows Sdc 1/1• = I'n' NmEr. TRfE5 SMALL 0E 2'G11PER MINIMUM 2 THE HOLF FOR 1HF ICFF SHALL DE EXCAVA cD 2.3 TIMES IN". OF THE ROOT DALL l BTA 6 'B kfukl AeYAV.X•MLU4[KDA THE PROJECT MANAGER •.�Lc;]XMTT'A!; W 1l.riE4PP/bclR I,[]LlmtsFrarF taLz . PRUNE ONLY DEAD OR BROKEN BP.AVLHES DOUBLE LEADERS AT TIME OF PLA rI 6. IEOTBALL -ROci 0— SHALL OF N51BLE BE1KXfE ERCESS SOIL FROM TOP OF BALL F NEEDED 5ETTOP OF DALL r 10 Z' AD FINSHEO GRIOE TL ALID.V FOR SETTLING AFIER SEIT. BALL IN FLAMING NOLE. LIJT AWAY OR REMOTE THE Ea11eF4F3tE aAmvAu! dc"M*r d xa-a OR MINE FROM BALL CBT AWAY OR eEMNE BURLAP IF ROOmA1L DEGDei FALLING APART DURING IWETA1LA "OR WHILE RELINING THE NNE BABtEr, CITr AWAYONLY HALF OF THE BURN. 50 t BI L ftvvD%0rrr 1MA1N1 W.;L; eAmW a St" MP.Cn ]' T04' AWAY FROM TRUNK YT04'OFC oANGMI— No LYPRr.55 MULCH SHALL BE L'SED- pUILL 4" HIGH EARTHEII RING AT THE OUTER EDGE OF TREES DFB— 9L:AW'ArllW.f!"ACSTSiyU pOt ApD SLH, IwF3q TN IF NECESSARY A$OIRFLtEO BY PROJECT M.ANA -WA1. THUROUI TO ELIMINATE AIR PEYAETS BO NOT TAMP. WIDE SHALL—HOLE5 WTTHTAYERED 510E5 BP.EA( OOAN OR B W EN SIDE50F THE HOLE SET BALLON FIRM SOIL 21451.r fPr;05NLL01AF•=1R Tree Planting Detail Frale N.TS Pa� a1d Pvvt4 MpA ea!I+n"um length of thlrty-ek (7,6) Inches canetmoted of either of the following matdele: 5tel'T or "U" type, or 2" X 2" herdwoad. 2 Wwen Vhre used as addkianal fence support shall be Minlmum 14.5 gauge wkh ON (1) Inch Minlmum Mesh 5peing 3. Wwen W1re shall be placed along the uphill We of the Fence and fasterlsd wffh Wlre Tles Or one (1) Inch staples along the uphill eUs of the posts. 4 Fllter Fabrlc shall be faeterod to Wwen Wire Becordine to Menufacturaeo m-lotion, or with ties every twenty four(24) luhee at the top and mM- ectlore 5 Whereto places of FII Fabric adJoln each other ahoy ohall be overlapped by ON (6) Inches and folded together. 6. Where two posts meet t)Dln fenoe eectlons, the tops ofthe poste shall be secured together with wbe 7, The fence shall be coretroeted a long the contour ae much ae possible. 6. Ends of fences shall be eRrerdad up the elope to prevent mroff from 9 YIerstlrlg around the and of the fce. en lbpvcu"ofthe fore LLhpE beperfwrld nmw''. w*ww$ptty ohm b.AI.Ynl, or wl rr-bulFel APpawh 0,aatilwul/trda, Mt 6e AWLaLN wcKeTd ipY ;Np hegHE sF thr faWC. .syXrWW replaDs^1OIt oTN^lagv! fence ahem : e er+few prpinpfh W - Asa13ew1etd summed rmwed wd dapvaNdL+nr A�.vwd FTe-+ evRh a marine•[Alas r•ae mtcmnt., mdEtiN4 enrJx. tl. ANE"iiiaY1•y eerlLpep�Twice She c0lVtR,f:t'pfn Wv 1p fyfy. JW4 BD as to net Impede storm flow or dralnage. 12 F_fabdcated unit do nos r qulre the use of Wwen wire fence. FENCING 6 I — AT B' O.L -1 LINE PIANI.w PLAN SINGLE TREE 2•a4'INSIALLEO RTYJ.LLY 5PALED B"TO 5'APARTARWND LIRLUMFERENCE OFF TREE BURUPTRUNK WRAP GRIP LME ORANGE 5.— 1C.a WRAP WRH b GAWE WIRE 24' O.0 STAPLE NTRE TO EPLTi TX 4' arAtaeATWOC MIN -rosrnrlrpc L� Y TREE 6TALL IG NOIF& L INSTALL PL NuTrEGWHERE INDI%TEO UNTHE DRAW.NGSOk AT i' THE BI.CTION OF THE Trio, CT MANAGER 7t 2 PIANMNGBOAROMATPRIALSHALLBEUNIREATFDPINEGk ? INSTAIPLANGIIG TAMPI£iELYAROUND THE TREE DO NOT PlI1LE PIANRING BOARDS ON (GOT FLARE OF TREE 4 DD.1PW El, 5I.IKE PUNRS IMO THE GROUND 5. Wde 1ASTEllfll.rs']ertFS CRITICAL 1,,001 ZONE 1 FOOT PER 1 INCH TRUNK CAW — Tree Tree Preservation Fencing and Planking Detail Sob. N.TJ. Few Fyn DTa�pi SCAL E: 3"=TC' r 5-1 or W Herdrvod Wwrn Wlro Fenn Ma(W1/2'pA Pox O Mow ac 10'IF" P tl1A For K1.e Mesh Supported Force MPR G"Mesh SpachM Fabric Attached calker Y UpetrpeaI Wbe on eem SMv oFFelee Silt Fence (ER -SD Fd .3/4•=11r Standard 90' Parking Stall J 311,=I'Jf Embed Mph 1D' oPFircer Fabrlc Inaba 6'1Vlde N B' Deep TrerclL BackBll wrzh Natwe Soll � r•a'uA•'sMsTe'., Fa.3M +� g.ea � J. rF GnolwGb Gar{acted Faber SWprade Sdcl/J'=1R Accessible Striping Detail Fe 3/4"=1W Construction Entrance Sole 1/1-1V a e *_ e.rr.t cN.ldr Vsrbo � 12'Mln �Yalp e r H Nln ram' ro Be uewl K street Lne shin IX Grade p O era t=�at Gaav Sbpe ..yyJJ1I1..� 1•rNv Lr0' j TYPEI TYPE 11 Borne 1. Cvrloete for'LuAad GutTerh be LlafaA 3.WMpe155Gap IAbweh — AI.,Nlan.h 2 Al Grba—'Pehdrhwe AbraomMfinleh uNaee a4�erwMe epeulbd. S MNlkd curb lType4Bh.11 brp�Wvcrceoe0 4 MvdMea Cur6(Type 19 Shdl be, pieced acre a Al 5be STrOOLO 0OFO OF b,Mpudmal grade 1e L n than t 5 5aa CutJ 619-0' ou Sea Mlh ore p.rt add appua 511kFas Jdne S. ar pth:r Appeve15 1anc NJoLne to be 5ecba Prn- W Fbul Aap11ase Plecemme 6 P.gLle12'preformsd E,Yanbn,Jolnc Meters (AppaA1 ra{rINW 1lbNW a Aepwr.NWd4']aSDS+Ergyv.cx rca (Grfa �I' !r[e<CYM. Deb�h]-Sre De411) orae Dl Jb/FagM>. Concrete Curb & Gutter Seec ]/LIT U a V LL A CIS l OO� W if4•N•JTI F•I O / 1 > F=Y a b( Q V fn BLEW&ASSOCIATES,PA CNrALENGINEERS 8cLAPII7 SURVEYORS 524 W. SYCAMORE ST, SUITE 4 FAYIMMVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 wmntBLEWINC,com Glrifirart'vfA+ILLariladDa.fb ]53a ..I •• J. Orr Fab(.nw 19-- �:r ..,0 2019-0g-ZB As Norcd ua W 19-0tl66 D—ib 001 do C5-1 Segmental Block Wall Section ..,I,t•.I•Ar - rtPt.aest.rs wdr.v xn.�r.r-nn 4"Aephar, (2" 5a0aee, r 0+t V.r ISan cut I'Min 5Lb» 7 Bass Crone at mm �nm uMtW Edge Modes A Proctor Denetty CmmpaarM 5ubgradcat:57. MM1fy Prva[er Denemj Roadway Widening Cross Section saw 1r_•= r fY Cerr.pipled AL6e £•seeded 5'.(!-Ne,latd Edge of pavement Compacted Subgrade. F_,tended 2'-0" 8ey-el Edge of Pavement JM r/i � •" i" Eder of Roadny n �{ Drt,—y Grades shall be Designed Radrs mM.—n.rr� r � ,•.� by Engineer to keep ato—ter in Phns (25' Typ,) _7 atreet" Grade. shall follow Dollar General 5tandard Driveway Dotall - f igl`AgrJnR✓n Rr3 F7annaall &^Am Driveway Sdc 3/der"=1b• and Bridge Department wish the base course proctor end subgrade proctor pdar to roadway wnetruction[ Roadway Widening Cross Section .•;Mr v Cu—S. D,{hehee) Reck5ra d.. {!rchee) Apr," a ch LW(lee) Lo=A'arh 'k.(Irrt1 Donrmtnam W1drh Wd, Ifen) lh�tness LllKaae) Rack aq (taw) 1 b 7 3 u le S &1 B 23 a 22 Sa W •A a 22 TS Z. } A3 36 � 24 9 2] 30 12D ;' H 25 ioz 30 W 1BD id N W12 32 35 215 4S R I 1�• '�-e;3^Lsesr� —r_ �38� RICE!"Y.L4�Fa"4'Ii 6 NOTES: 1. Apron length: Apron Irrgth (!a) shell be determined hmm Tebk1 2. Apron wldeh: The ePnn welch la based on the dieme[er of the b'etharge pipe, (0) The apron Mdeh will be 30 at the upecneln end (Wa} and Iln dmvne[ream width (Wd) will be equal to (D. Le). The epnn sW e j ee [he channel Wstem and up IWe al.p. far a ,W,n um bell equal -w We diameter of the pipe, (D) A. Allanmene: The apmn shall be locetod eo that ehersenro bells in the Mrtrsrlfsl nllgnmenc The apron shoos be lard veer Re lergtb, ore ue de+a[bn of the downel:renm end of the apron must be the memo es the eleratbn oP she racewnrg channel adjau�rt growl C.. Thicknes. s: The required apmn[h 1.., leehavn b Tab's1 L. d..bb e: WI,,. M gablen mat 1r 1. 01—j It elwll be nodal d9ubbtwin1...,h I deteel Mrs Ge.,Inheg be fabr�ceted In such a manrwr that the alley, ende,arld IW can be neMlva at yr wral,lr.•.:a1r Rye I.Ta nosyaK +ndQ Irithm [hL^L 3. Mseerlale:Outlet rotectbn bTd XLS rwtrtn o p msy 1 P P rgebbn aea nt nrr< Ri:wr I,tlReldr to w a •tc w r7tL a a h�hew ar.TlrYru e^rlr.r.rs... eleranado roug u uemye• erg ng uel that Mll art doer• •ate ono r7 to Nterc .eatear 8ro'un wncre[e mry N roll gra NdM rt dew +Y- �a.r am rynes sled r ml�rfordrlg barn, all that K 19 bnien Info bbcty pierce auU� [ha[ the lemsec dimenebn of Mel, Plew le no man then 3 clmee the emelket d'!ro *.. The ngonJ rock.t ie sham In Tables IaM 2 Ir all ��e�s geo[catlb (Aker fable) elan be placed be[wroenthe apron end w, underbinge Ito pr—n; YNi movemehl Imo end through the dprap Rip Rap �1r ••Sty TABLE 2 - Re:qulted Rock Graded.. Sma!lee[dimarxnln lchn Ps.eel2d r•�Farm Ra4m 6"dv 9"dd 12"de 5"d.: e24 5 9 t6 a5 Ifi 21 9 1B 5 20 24 u 9 ZD 6 M SA 3 22 Ter M d{ :8 @ K 9 tt 56T +@ 'B RB V 2fR 3a Rid Pipe GENERALNOTES L PPDDUIG SHALLBE CIaLS51-A 6DBR1(D RY 6 ED:AL RACKFITI• NUT LNDERPAIMAREI4 HUD @GROlT1DWAIFAQ ANDC1PAlPD CANBEUl Sh-ACOA@AL=..DTC95S6 THF:I BEDDING SHAII.BROASSI-B STANDARDPROr.TOR ODA@Al'f1!DTV YR: STANDARD PRDLT'D0. (SP.R SPECIE1CM7KS URGRAMTr7N) 7. ALL iIATBRI.ALS ARECL1SSIll F.O IN ACFDRDAAY:EBTIH ASTLI D ZM- z HAUNOIL'GBHAu BU WVRKFD AAOUNDTHE P@EBYH mm,EILm:A]EYUms AND R A1LI6ATERTAISs11AILREeWALLEDW 51A 11EMWI-AORmASSYB 011.4M SR RIA]1.1mA18-LOOSELET AI AC[ORDANCH CD6@ALTID TU IISA PROCI00. NrITf ASTSI D 69i Ll_ASS m AND W--A iUTRIUM A 01MI RR COL@ACTIIDNFA0. IA 1, 14 OPR\IULI AIOISIL'RP. COhZSCiT. ]. INTAI. RACLFl .SHAL OF CIA55 � W'ORA-FD BY IIAb1D,OR LTASS I -OCR OA4II CDMPACTFD Y095%STANDARDPROCT00. A FILLSALDERlAOGANIMAISIDRO.H BE PR Il OPTH" --10R4'ANICS AND RUf-KS { INTDALBAf-hT11L ]RT,T LNDEA PAVYD ARLA.S L4Rc'drATNAN.T, FAN BB CLATS ID fAIMP,\LIED ll, aNt STANDARD PROCTOR. 10.ALLTRm:CHESUVATIO.SN SHAII. BE SUJPPD. sxoREo, sHmTItD. RRnao, oa oTHCRRns E S 0DIM.AIIAp.'FIMLLN07DIDRNR fLU45F5Sy1AND41 REGLI ATTPDONELCNOAIIMALORDIIN-ANLE W. srECIl Storm Sewer Trench and Bedding C[1\•1AAT)RSHAIl RRYERTt]THE [:FAfECFQGf4L REPORT N)RTHfi SGILIIPES IIKATPD ONTHRTIdISSTIEANDSesALL FOISDtPTHP. GFATPGH RPA:OiQR?NDATIONS I- ns ra I(L� tale M R,,y�ry Cin ft.Canorace, )S Win is=4000 psi 3fLN �� I AtLf'ge AgpByte 6a.e I 17" LIP 2i c s swff Driveway: Section A -A Compacted5ubGrade Roadside Ditch Cross Section £ot 1/4'=1K Snlc 1/2•=111- t E Z � Q 5 t U a i Q � cC N L p0[I 0 U Cn T C/] f 4.1 Op }, /S N OS 0 O Ya 4-4 A-1 E rh O '^1 V �1 a GD�p � BLEW&ASS0GATF,S,PA rntt,enrFNEM&LAMSOW YOAS 524 W. SYCAMORE Sr, SUITE 4 FAYETTEVnIE, ARKANSAS 72703 OFFICE: 479.443.4506 FAIL• 479.582.1883 amrtP.BLEWINC.tom [rmjs[Ipe91 Avlhranztidra 7G i539 ••• t, O[r aarw 1941166 wmrwa 2019-08-28 As..- u.. 19-4866 Derails 001 dog C5-2 4 N.T.S. General Notes: X Aminimum Mety right(48)houn;ioi—any--d.. ticgomlmg,G'nmtemr 'hall—wtthe State One -Call system at B11m loate all underground urilides The Contrctor shall notify the Engineer of Record immediately in the c.-wt that underg.-d uti8dea arc mot shown on plan and / or wnt e, wide proposed civil —ks. X The F.ry-,arrr of reand shall not be held tnpowibk for survey ioaccumdee,'un•ey nmi,unn,, or for design ermrs X ar olnlidensres-1 'Im. an inaccurate survey. moracdonCo.'Z., and his Subrontraemn ague that in arcwdanr th •accepted [r-UM practices and OSHA safety suandso", Cap nard.n Cont ...-1 N, SsAnrn'----.trite b.,cSoir lsoaxume -le and complete asponsibieq fat w6 at te coodiuune during the course of construction mf the pwjerr, hncludmg safety uFaB perwos and propene thu dos rcqu'vemrnt shall be made m apply condo..usly and not limited m nmrrw rHm;6..kama comtnrdan Cwtttaaw end bls Sabconrratn�n f—l—Jr—L to deed6 rnderrrrlf smd hold uv,irn prorn,lnntl na mx,t fnun yrndra 1ra:dlity, e.9 arapegd, in wru cenm nth the pctr tree or np4anthh ptujny rxuPi 9aMhsy seiwug f m the wle txy�kenre uFdniy pafrariraL X It &the s.spwnnbikry ufthe Cwdtxasr mtnainrdn all erws.rn and Rclr,airri rurtlul ,krcen shnngh 49haan a wcdan. Erosion and sediment control devices may mlyl,, removed Ikon 7W. s I Muatiou of the site as defined by the States DepartmentuMmim-mental Quality's Gemrel Ikamn 6.'Cae—'n 'a X Thc Co. --is to be solely.,ponsiblc for my dmagc m eighb-ing properde, during eommaetiun of this pmjcct. x l7l ya�r:ads rkayndJ. sow darceuqth wwmly'sa-pta Wsarrykrirrr'--I 'is. The Engineer of Faxunl slr..•a r,atyamnr a*yttvtioaraploled tit. tvdesr dims rn'ffthr the Enj;L—QfRecord&proper tcadntg by a Its. rectkd rpw Sed V. ecwwr lab -Lamm durarya l plate'niteuarmedaa X The Cormarto shag review she en —ruction dncumene, prior to any construction, and notify the Engincerof Reeun(fmroedeskl}•upun rGceyverp ofany din�epraries dutrrm'accur ten she drauing', Aewulkshafl diswnnime until sw:h time tEu the Enginccrnf I w'ml has es 1 cod uMdhnep—y. X The Conrtacmr shall be responsible for diapo,al of coastmetinn waste materials including but not limited m duoolrcmn materials, debris, contaminated soils / materials, etc. in a lawhd manner, al state and Fcdr,aby accepted 4upaw site'. X The Contractor is respuadAle for obtaining and wnsmscdng in ueamtu with the striae of. these construction dmmr�wr and any ... =-d details & spcdfic d—; and ail murdripahtics / p-en "g agencies aeandsol. and IP-Cises44m for cotwratlam. X This dnuirng set and uwdatcd site, gmdiug, utility, ae. plans arc mpre'cmations of the comet-rion design and shall nor be sled to determine dimensions. A Traci Of Lard Llcing A Part Of The Soutbwest Quarter Souther t Quarter, Section 16, Township 1 South, RanBc l3 "eat, Pulaski County, Arkansas, Described As Poll— Ct,tmarnoc At7hc Suuthuxrt Corner Of The Suuthsvess Quartet Of Said Section; Nofrh 02 De�e� ZS Mirtalsm 35 Sntamds Cast a36A5 Feet To A Ptakir, 7ilcnkr Lcarhtg t5'nr tint: i7f Said seeoon , umulh 88 Dgprccs 7,0 Alknutn 46 5emndI Cox 45.4G Tier Eo A Putfst Ots The Eaac Ripftt pf Wtty- Lone Of � uag Midge Rend, Szid Pgyst Bcirlg3hc Point OF1icPjnning; Thence, Aiaiig$aid Ribdlr Of lG'ay Line, ir'prrA 02 Degrees 33 Atinnln 42 Srmnds Ear 290A(I 9iicr To A Paint; Thence, Lcsring ]tad Right of'<C'Ag Line, Wuth 67 Drbvm 18 3Gnurn 35 5cnanda Carr, 476.g6 Pees Tu A Point 0 n'171e tivahwertcriy [sac OF Irish Split,gs Cstases;T'hwtt South 47 i]cgtncs f32 hlinvlu O7 Stxwltb UTesr, aVcmg $aid Northsvcstrdy Line, 399.75 Pee"To A Point; Therxe, frt3titsg $aid slluttiiu'tfteele LEn� North BH Degtm JO 3Unuta 44 Semtadr Wcsr, 19Gft3 Fees Rack T. Thc Pninef)F 9cgiming, "raid 7ncr C ncdviftg4fi,46ti Sgtarc Free Or 2? 15 Arm ]tom fh Irxs. 3lk{1fIfr1lNlry�r. DE T/ELOPMENT PLANS FOR- ""AIE5i...... ' Dollar ,-a �151- -u - Vim Ride Roa ��zs e�,Y9 fi��SM ' w 11F9 0 °0� g 2- Alexander Arkansas 9 l -�.gp S•��'jt$ �j (Contact Information: DEVELOPER Sewer UWiry Company PB Ger ml Holdings (Little Rock), LLC little Rnck wastewmter Udkies 5110 Talley Road Vince Botha Little Rork, AR 72204 11 Clearwater Drive Ph (501) 219-8899 tittle Rick Ar 72204 (.)501-689-1452 CIVIL ENGINEER: Steven.burth@l—co. Blew• & As,...s, PA 3825 N Shiloh Do,, Electric: Fayetteville, AR 72703 E..W Arkaasas Inc Ph: (479) 4434506 Bcmad Ncumder Fts: (479) 582-1883 425 W. Capital Ave. Little Rock , Ar 72201 LAND SURVEYOR (a) 301-934-5158 Blew&A.so In PA Bnuemd@rntetgv.com 3825 N Shiloh Dn -c Fayetteville, AR 72703 G". Ph: (479)443-4506 C-.,poinrP ergy Far: (479) 582-1883 Edwin Rodre "' 401 W. Capital Ave. ARCH( ELT: UNc Rock, Ar 72301 Barden Architeemrc, lad 501-377751 603 High ay 5 North Be".., AR 72019 Tdcphonc: Ph: (501) 7944448 An Fate: (501) 794-4449 Chris Kei[hley 11 I I CGpi.1 Ave Room 405 WATER Utrlc Rock, Ark— 72201 Central Arkansas 1Gater 501-313-6594 Jutm Lnwrkr 221 F- Capitol Ave LiWe Ruck Ar 72202 501-377-1245 CPM, PLANS C1 Cover Sheet 08/28/2019 121-1 Dollar General Standard Notes 08/28/2019 C2 Site & Utility Plan 08/28/2019 C2-1 Landscape Plan 08/28/2019 C3 Demolition & Erosion Control Plan 08/28/2019 C4 Grading & Drainage Plan 08/28/2019 C5 Dollar General Standard Details 08/28/2019 C5-1 - C5-2 Details 08/28/2019 ALTA SURVEY Survey (by Blew & Associates, Inc) 07/07/2019 RCP Reinforced Conttere Pipe Chip C... pted Metal Pipe 14DPE High Density Pulyeffil-k tPipe SI \IP Smooth Lim. Moral Pipe PVC_ Polyvinyl Chloride Pipe DI Ductile Iron Pipe J-13- Jmnra-B.. rEs Flared End Section RW Re jmmg Wall HW Head Wall W W W g \Vail AE AeeessF srmeot DF. Dndnage Ea""" ME Tempnruy Cnostrvctinn &iemat UEI Utility Easement BS BOd-.g Setback Z- Yan-c 3)(- ",t rvc.-e-4 -. 7-C Top of Back of Curb (Spot Elevation) G Gumer / Bmmm of Sidewalk (Spot Elamdoo) TW Top oFW.M(Spot F.les-ad..) B W Boamn of Wall at Grad, (Spot El—tinn) HP High Point(Spur E-soion) I-P Lou• Point (Spot Election) TB Top fB.. (Spot El —dun) BC BarkofCurb FC Face ufCucb FM Fa Hydra -Assembly GV Gaccvalvc AIJ kf.1nmin1Joint N Norh E Fast w West s Smash V iy U O D N n N too f�w.� `/ Pi oho L4-I oq v a`i t O�� u� T� Cr Ri p x r� V y4 7-I 0 4% o D ^ . F�1 O BLEW&ASSOQAM,PA CIVIL ENGIlIFERS & LAND SLRVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVIL.LF ARKANSAS 72703 OFFICE. 479A43.4506 FAR; 479.5821883 —MLEWINC cam CrdT1eatrnf.A.IR, .-*J5-34 ,w W19-08.28 sNw.a 19-4W J.om •�IDoQues :w 7.7.194866 Civil 001 L M.& dwg C1 A. GENERAL CIVIL SITEWORKNOTES. C. SITE PLAN GENERAL NOTES: D. SITE PARKING LOT: 1, THE CIVIL STTEWORK DRAWINGS IN THIS PACKAGE ARE PROVIDED TO INDICATE MINIMUM STANDARDS FOIL DOLLAR GENERAL NEW STORE DEVELOPMENTS. IT IS NOT INTENDED, NOR WILL BE ACCEPTABLE BY DOLLAR GENERAL, AS FINAL CIVIL SITEWORK DRAWINGS AND/OR SPECIFICATIONS FOR NEW STORE SITE DEVELOPMENTS COORDINATE SITE SPECIFIC PLANS WITH ALL DISCIPLINER 2 PRIOR TO CONSTRUCTION DEVELOPER SHALL PROVIDE DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT A COMPLETE SET OF CIVIL SITEWORK DRAWINGS STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE IN WHICH THE DEVELOPMENT IS PROPOSED, DOLLAR GENERAL SHALL APPROVE ENGINEERED DRAWINGS PRIOR TO DEVELOPER STARTING CONSTRUCTION. AM' MAJOR MODIFICATIONS OF THE. DRAWINGS, AFTER INITIAL APPROVAL, SHALL BE RESUBMITTED TO DOLLAR GENERAL FOR PRIOR APPROVAL ANY CHANGES MADE THATARE NOT APPROVED BY DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT, MAY NOT BE ACCEPTABLE, AND MAY REQUIRE RECONSTRUCTION. 3. A BOUNDARY AND TOPOGRAPHIC SURVEY SHALL BE INCLUDED IN THE. CIVIL SITEWORK DRAWINGS SUBMITTED TO DOLLAR GENERAL THE DRAWINGS SHALL BE STAMPED BYA PROM- SIOINAL LICENSED SURVEYOR REGISTERED IN THE STATE IN WHICH THE DEVELOPMENT IS PROPOSED. TOPOGRAPHIC SURVEY SHALL SHOW UTILITIES (ABOVE AND UNDERGROUND) AND EXISTING GRADE CONTOURS AT ONE FOOT (I� INTERVALS- TOPOGRAPHIC SURVEY SHALL EXTEND BEYOND THE PROPERTY BOUNDARY ASREAUAM TO SHOW LOC.iL STREETS, NEARBY INTERSECTIONS, ADJACENT DITCHES, ETC. AS ITEMS PERTAIN TO NE97 DEVFIOP&MM. 4. A UTILITY PLAN SHALL BE INCLUDED IN THE CIVIL SITEWORK DRAWINGS. THE- PLAN SHALL INCLUDEUITLITIES REQUIRED FOR BUILDING SERVICES AND ANY UTILITY MAIN IMPROVEMENTS THAT MAY BE REQUIRED. UIRLTTY DETAILS SHALL BE INCLUDED IN THE DRAWINGS UTILITIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL JLIISDIC ZONAL REQUIREMENT& 5. DEVELOPER AND/OR CONTRACTOR 15 RESPONSIBLE FOR ANY NATIONAL, STATE AND/OR LOCAL STORM W'A7ER POLLUTION PRE•VFNITION PLAN (SWPP� REQUIjRD Il, TS. EROSION CONTROL MEASURES SHALL REINSTALLED AS REQL41 TO INSURE THAT RM15WIRIP_VY l4 CONVEYED OFF THE SITE -A)ADJACENTT PAOPERTI V[ AT A 3Jr. MUAL, CONNTRACTOR/DIM'BIAPER SHALL SE ED, FERTILE!,@ A.'M MULCH ALL DISTURBED AREAS A SUITABLE STAND OF GRASS SHALL BE OBTAINED AT AIJ. UNIMPROVED AND NON-LANDSCAPFI) AREAS, 6, PROVISIONS FORIACAL AND/OR REGIONAL. LANDSCAPING REQUIREMENTS, INCLUDING LANDSCAPING IRRIGATION, ARE NOT SHOWN ON THESE DRAWINGS. DEVELOPER SHALL PROVIDE LANDSCAPING IN ACCORDANCE WITHJURISDICDONAL REQUIREMENTS. 7 HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS DEVELOPMENT SHALL BE IN ACCORDANCE WM FE KAL AND LOCAL REQL"EF M -%IS FOR H.LI DICAP AMYF557RL:.FF'Y, INCLUDING BUT NOT LLMTTED TO THE AMERICANS WITH DISABILMES ACTACCESSIBILITY GUIDE I INIM B. PRIOR TO FIN AL ACCEPTANCE. OF S'PORE, BY DOLLAR GENERAL THE. SITE. SHALL BF CLEAN OF ALL DEBRIS AND TRASH. 9. DEM! fWER SHALL OBTAINALL JURISDICTIONAL APPROVALS AND PERMITS REQUIRED FOR THE DEVES.OPME,IT. 10. WHERE OFFSITE WORK IS REQUIRED FOR THE DEVELOPMENT, SUCH AS DOT STREET IMPROV'EANENTS, LTILITYIAIPROVEMENTS, ETC„ DEVELOPER SFILL INCORPORATETHE IMPROVEMENTS AND/OR Fl O-SITE DESIGN DRAWINGS INTO THE DOLLAR GENERAL STTEWORK DRAWINGS. 11. DOLLAR GENERAL MINIMUM PAVEMENT RECOMMENDATIONS MUST BE MET. DEVIATIONS WILL REQUIRE A GEOTECHNICAL INVESTIGATION INCLUDING DESIGN RECOAIIENDATIONS AND APPROVAL BY DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT. B. SITE ELECTRICAL AND SIGNAGE GENERAL NOTES: 1. LINDCRGROL•ND ELE,MICAL SERVICE IS PREFERRFD FOR DOLLAR GE7NE•RAL DEVELOPMENTS. TRANSFORMER PAD DESIGN SHALL BE PROVIDED BY ELECTRICAL UTILITY PROVIDER AND SHALL BE BOLLARD PROTECTED WHEN LOCATED IN A HAZARDOUS AREA. 2. SITE LIGHTING SHALL BE DESIGNED TO PROVIDE A MINIMUM OF TWO FOOT-CANDLES ATTHE PARKING LOT AREAS, BUILDING ENTRANCES, DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTER PERIMETER OF THE BUILDING SHAH. BF. LIGHTED FOR SECURITY, SITE LIGHTING SHALL BE INSTALLED ALONG THE WALLS OF THE BUILDING AND POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT. 3, REQUIRED POLE MOUNTED LIGHTING: 25' HEIGHT POLES WITH 1,000 WATT METAL HALIDE HEADS. 4. REQUIRED WALL MOUNTED LIGHTING: 400 WATT METAL HALIDE WALL PACKS, 5, REQUIRED BI-DIRP.0 ZONAL SECURITY BULLHORN LIGHTING: 400 WATT METAL HALIDE FLOOD LIGHT WITH CUT OFF SHADES. 6 LIGHTED PYLON SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL T) LOCATION OF THE PYLON SIGN BASE. BITRY CONDUIT TO PYLON. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER ATTHE PANEL A TFMPORARY S TALL WIRING STAKE SHALL BE PROVIDED AT THE PY L()N SIGN LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED. 7. LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO THE CENTER OF THE SIGN CANOPY. THE_ CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL BUILDING CANOPYMUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN. SIGN WEIGHT UP To 1,400 LBS. NOTE IF THE, LEASE SPECIFIES A T-O" X 40'-0" BUILDING SIGN OR 24" (OR LARGER) LETTER SET, WITH TWO - 10/2 WIRE. WITH ROUND AND TWO 20 AMP FUSES THE, BUILDING CANOPY MUST BF. SUFFICIENTLY BUILT TO SUPPORT TIME DOLLAR GENERAL SIGN. B. UNDERGROUND ELECTRICAL SHALL BE PROVIDED TO THE SITE LIGHT POLES. 9. THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY. 10. DOLLAR GFN1iRA1, VENDOR PRICING FOR LIGHTING WALL. PACKS AND POIJi LIGHT FIX'TL'RFS ARE. AVAILABLE FROM: HARRIS LIGHTING AND NESCO LIGHTING, REFER TO VENDOR LIST. IF STANDARD DG LIGLMTING D[7N5 N[YI'MEET]L'R75DICDUNALREixiIRENILn'75, CONTACT HARRLS (R)I \G FC)R A.TER'NATNESTFE SvEaFIC PHOT751FD7t1CCAJCUATIONS. 1. THE SITE. PLAN 15 BASED ON MINIMUM REQUIREMENTS FOR SITE ACCESS, PARKING AND FREIGHT DELIVERY. DEVIATIONS FROM THIS PLAN SHALL INSURE PROPER SITE ACCESS FOR DOLLAR GENERAL'S FREIGHT TRUCKS DURING NORMAL BUSINESS (OPERATING) HOURS ON -SITE DELIVERY TRACK MANEUVERING PATHS SHALL BE DESIGNED UTILIZING DOLLAR GENERAL'S 73-FOOT LONG FREIGHT TRUCK, PATHS SHAH. BE UNOBST'RULTFD AND FREE OF LANDSCAPE ISLANDS, SIGNS. LIGHTPOI.FS, BOLLARDS, ETC. HEAVY DUTY PAVEMENT IS REQUIRED ALONG THE ENTIRE DELIVERY TRUCK (MANEUVERING) PATH. 2 SEE SITE PLAN FOR MINIMUM AMOUNT OF PARKING SPACES REQUIRED FOR THIS DEVELOPMENT, WHICH INCLUDE 2 HANDICAP ACCESSIBLE. SPACES THE NUMBER OF PARKING SPACES SHALL BE INCREASED AS REQUIRED BY JURISDICTIONAL REQUIREMENTS. IF ADDITIONAL PARKING SPACES ARE REQUIRED OR PROVIDED, THE TOTAL NUMBER OF H.C. SPACES SHALL BE INCREASED IN ACCORDANCE. VC'1TH ADA REQUIREMENTS- 3 STANDARD PARKIN'4,I SPACES SHALL HAVE MLNIMU1151ZIS OF TX X/ UTNI.FSS LOCALJIIRISDICrTION RF-IZWRE LARIIFR5PACFS. PAI kDX. SPACE STRIPIi(.; SHALL BE STANDARD W DPGBEE "y- MINIMUM SIZE OP HC PARKING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS. 4. PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YELLOW FOR ASPHALT PAVF.I.IENT AND CONCRETE. PAVEMENT. COLOR FOR PAINTED H.C. ACCESSIBLE PARKING SPACE. STRIPES, ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. &)LLARDSSHALLBEPAINITEDYELLOW. PAINTSHALLBE REFLECTIVE TYPE. 5, PAIN -MD FIRE LANZ STRIYLN"'G OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY JLR1SDTrnQ NAL RRQUtREMCNTS 6. CONCRETE PARKING STOPS SHALL BE USED AT PARKINGSPACES ALONG THE. OUTER PERIMETER OF PARKING LOT WHEN CONCRETE CURBS ARE NOT USED. 7, CONCRETE PARKING STOPS SHALL NOT BE USED AT THE FRONT OF THE BUILDING OR ALONG THE PERIMETER (ADJACENT)1.0 THE BUILDING. R THE. SIDEWALK AT THE.. MONT OF THE BUILDING SHALL BEA MINIMUM OF 9-FP.FT WIDE THE. SIDEWALK SHALL INCLUDE A 10-FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE STORE MAIN ENTRANCE SIDEWALKS ALONG OTHER SIDES OFBUILDING SHALL BE AIINIMUNT Y-6" WIDE SIDEWALKS ADJACENT TO BUILDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND SHALL BE 6" HIGH ABOVE EXTERIOR OR PAVEMENT FINISH GRADES ALL EXTERIOR SIDEWALKS SHALL HAVE A BROOM FINISH. 9. PORTLAND CEMENT SIDEWALKS SHATJ. BE MINIMUM 4" THICK WITH A B' HIGH CURB AT All. PAVEMENT TRANSITIONS, USE WELDED WIRE FABRIC REINFORCING. 10. THE PREFERRED WIDTH OF 51TL+ CURB CUTS 15 36' WITH ONE ENTRANCE LANE AND TWO (RIGHTTURN AND LEFT TURN) EXIT LANES. 11. DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHT-OF-WAYS, INCLUDES RADIUS SIZES, PAVEMENT VARKjt'X;S, DRV EWAY WIDTHS, EMU., SHALL BE IN ACCORDANCE. WITH JURISDICTIONAT. Itmu1%1-%MAN M 12 A ZYMINIMUM RADIUS SHALL BE USED FOR DRIVEWAY TURNOUTS AS SHOWN ON PLAN. 13, SITE PLANS SHALL UTILIZE DOLLAR GENERAL'S PROTOTYPICAL BUILDING DESIGN WITH 10-1)" BY 7ITa1" DIMENSIONS. SHOULD SITE CONSTRAINTS NOT ALLOW THE PROTOTYPICAL BUILDING DESIGN, DEVELOPER SHALL, CONTACT DOLLAR GENERAL SITE. COMPLIANCE COORDINATORS FOR OPTIONS AND APPROVAL. GROW BUILDING OUTWARD IF NECESSARY TO MAINTAIN CLEAR SALES FLOOR AREA AS SHOWN ON ARCHITECTURAL DRAWINGS. 14. THE BUILDING AfAEN ENTRANCE SHALL BE ORIENTED ON THE SITE TO FACE THE MAIN ACCESS ROAD. PARKING SHOULD BE CONCENTRATED AT THE FRONT OF THE STORE 15. THE ACTUAL. LOCATION FOR THE PYLON SIGN SHALL, BE SITUATED FOR OPTIMUM VISIBILITY ALONG THE MAIN FRONT TRAFFIC CORRIDOR, M THE LANE OR DRIVE BETWEEN PARKING SPACES SHALL HAVE A MINMUAI WIDTH OF 36' WHEN LANE IS HEAVY DUTY PAVEMENT AND USED FOP, FREIGHT TRUCK MANEUVERING, THE LANE SHALL LIAVEA MINIMUM WIDTH OF 24' W'HEN THE LANE IS CONSTRUCTED OF STANDARD DL71 Y PAVEMENT AND NOT USED FOR FREIGHT TRUCK MANEUVERING. 17, BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BE BOLLARD PROTECTED. ABOVE GROUND UTILITY APPURTENANCES, SUCH AS DIETERS, TRANSFORMERS, II RE HYDRANTS IN PAVED AREAS, ETC. SHALL BE DOLLARD PROTECTED. IB DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS SEE CIVIL DETAIL 19. DUMPSTER AND DELIVERY PADS SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED ON THE DRAWINGS. AN ENCLOSURE SHALL, BE PROVIDED ON THE DUMPSTP.R PAD IF REQUIRED BY JURISDICTIONAL REQUIREMENTS, OR IF VISIBLE BY CUSTOMER TRAFFIC OR ABUTTING RESIDENTIAL SANITARVSEWER AND DOMESTIC HOT WATER SHALL BE PROVIDED AT DUMIPSTER ARF 11F REQUIRED BY JURISDICTIONAL, REQUIREMENTS. 2U. PUBLIC SANITARY SEWER CONNECTION REQUIRED. 21. SEPTIC SYSTEM NOT ALLOWED UNLESS WRITTEN APPROVAL IS OBTAINED FROM DOLLAR GENERAL. 22. HOLDING TANK SYSTEMS ARE NOT ALLOWED. 2L LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR GENERAL APPROVAL 24. EXTERIOR WALLS AND FOUNDATION SHALL HAVE WATERPROOFING- 25. FINISHED GRADE AT EXTERIOR WALIS SHALL BF. A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON -PAVED ARRAS. 2(, ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MINIILAS FIVE FOOT PERFORATED LANDSCAPE PIPE STRAPPED TO A MINIMUM 17.INCH X 24 INCH CONCRETE SPLASH BIACK- 27. FINISH FLOOR TO BE A MINIMUM OF 12 INCHES ABOVE 100 YEAR FLOOD PLAIN. 2R IF AN UNOBSTRUCFFA VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN TEN ANT PARCEL AND ADJACENT PARCEL, THESE LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE WITH TENANT$ PROTOTYPE CRITERIA SET PLANS AND ANY APPLICABLE GOVERNMENTAL AGENCIES- 1. USE PAVING SPECIFICATIONS NOTED ON DETAIL SHEET UNLESS A CERTIFIED GBOTECH REPORT SPECIFIES AN ALTERNATE REQUIREMENT (SEE DETAIIS) AND IS APPROVED BY DOLLAR GENERAL 2 PROVIDE PARKING TAT IN GOOD CONDITION, PROPERLY STRIPED PER SITE. PLAN WITH YELLOW PAINT. SEE SITE PLAN FOR MINIMUM AMOUNTOF PARKING SPACES REQUIRED, INCLUDING A MINIMUM OF 2 HANDICAP ACCESSIBLB SPACES (PROPERLY MARKED, SIGNED, AND ADA COMPLIANT). .3, PROPER ACCESS FORDOILaR GENERAL'S FREIGHTTRUCKS(FREIGHT TRUCKS ARE APPROXIMATELY TV-0" IN TOTAL LENGTH) ARE REQUIRED DURING NORMALBUSIJFSS HOURS THIS INCLUDES A TRUCK PATH THAT IS FREE OF LANDSCAPE ISLANDS, SIGNS, LIGHT POLES, AND OTHER BARRIERS WHILE MAINTAINING WIDE RADIUS CURVES ON ALL ENTRANCES AND EXITS. HEAVY DUTY PAVING( W. PAGE C4 FOR SPPAFICATIONS) REQUIRED FOR TRACK PATHS 4. PROVIDE PROTECTION(BOLLARDS, GUARD RAILS. OR EQUIVALENT) FOR ELECIRIG GAS. HVAC, AND WATERME-MRSTHAT ARE IN POTENTIALLY HAZARDOUS LOCATIONS S. CONTRACTOR WILL COMPLETE ALL SITE WORD FINAL GRADING, LANDSCAPING, SEEDING, PAVING, RETENTION, AND REMOVAL OF DEBRIS 6. ROUTE DOWNSPOUTS UNDER SIDEWALKS AS DETAILED IN DETAIL SHEEP AT ALL SIDEWALK LOCATIONS. 7. PLEASE NOTE THAT THERE SHOULD NOT BE ANY PARKING STOPS LOCATED DIRECTLY IN FRONT OF OR DIRECTLY ADJACENT TO THE BUILDING B. EROSION CONTROL AROUND PROPERTY IS REQUIRED BY CONTRACTOR 9. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALL VEGETATION AND REGIONAL APPROPRIATE LANDSCAPING, ALL LOCAL LANDSCAPE REQUIREMENTS MUST BE MET. 1R THE GRADE FOR THE PAVED TRUCKRE)EIVIIG LAME IS NOT TO EXCEED 23%, IF THIS CONDITION CANNOT BE ME1', NOTIFY DOLLAR GENERAL 1N WRITING WITH PROPOSED GRADING PLAN FOR APPROVAL 11. THE GRADE FOR THE PAVED PARKING AREA IS NOT TO EXCEED A5Yw IF THIS CONDITION CANNOT BE MEN', NOTIFY THE DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT IN WRITING WITH PROPOSED GRADING PLAN FOR APPROVAL 12 THE CONCRETE DELIVERY TRUCKRECPIVWGPAD MUST BE A MINIMUM OF 167C16'. THE CONCRETE PAD MUSTSIAPE AWAY FROM THE BUILDING AT 1/B" PER FOOT. 11 THE CONCRETE DUNIPSTER PAD MUST BE A MINIMUM OF 1B X 19. 14. 1F REQUIRED, THE DLMPSTER ENCLOSURE MUST BE IB WIDE BY IT DEEP AND HAVE WOOD FENCE ON SIDES AND REAR WITH CHAIN LINK GATES AND PRIVACY SLATS AS A MIN INIUM BASIS OF DESIGN. 15. CURBING OR CONCRETE PARKING STOPS SHOULD BE LOCATED AT PERIMETER PARKING ZONES ONLY: 16. LANDSCAPING AND SITE WORK SHALL BE FREE OF DEBRIS AND IN LIKE NEW CONDITION SECURITYFENCING: WHEN THE STORE IS DEFINED AS BOTH SELECT ANDuTJLJPiy^CNN1 LEASE ]. PROVIDE 69 LIN 3 x R'4M HIGH fi CADGE CHAIN LINK FENCING. 2 SCHEDLI.E 401^•Ar_YA.NIZEU 3. PROVIDE POLYITHYL.FNETHRRA1CIPL PRIVACY COLOR TO MATCH BUILDING WrTH UV JNHIBTIORS USE WHEN UNITS ARE FAONGr %ESIDEITLAL 4. PROVIDE 0"GA WTii CO DER RADE - . D . HINGES (2) 3 77f.5 hMA ()T5 GES AND LOCKS, FRAMES TO BE SAME AS TOP RAIL S. AIAINTAIN A WNNIIUAI O' IN.BETWEEN UNITS AND FENCING. 'G L5 TO BE 6"INSIDEOP THI EDGE OF COI�CO. , ADJUST' PAD AND FENCING DIMENSIONS A I,Y. 6. PROVIDE Colt FULL LENGTH OF FENCING, 16'DLWIL-TEA,GALVANIZED. 7. IRA: SNOT APPLICABLE TO THIS PROJECT,RDIN CONTRACTOR 15 RESPONSIBLE FOR VERIFYING GRADE BEFORE AND DURING CONSTRUCTION CONTRACTOR IS ALSO RESPONSIBLE FOR SHORING AND ENSURING THAT THERE IS NO SLOUGHING OF ADJACENT PROPERTY UNLESS OTHERWISE APPROVED IN WRITING BY THE ADJACENT PROPERTY OWNER. F 3 I c z O" �5�]] F4 U 4^-1 Qu (u C 044 v coo N c� O ^� O `-4 O O QU ),) O On a Li T--1 H F"4 y B LE LW & AS�ES, PA ❑Vil.F2 GTNFTXS&I.iRR75LLR\'Jl'U8S 3825 NORTH SHILOH DRIVE PAYETI-EVILLE, ARKANSAS 72703 OFFICE 479.443.4506 FAX 479.5821883 a -.BLE\CINC-m C-;r-a A..66.600 Nr 1S14 J. 0r 19-4866 ,eawRnw 2019 OB-2B M N.- o<.wsw� "-.66a,-ROO1.dwR C1-1 i CONTCA mTo TAPE[ ASPHALT TO F?15" "", 4i i x 1 ` _... s r n[1.ne.A fw n b�.n 6 LSr:r'�i n S B7"20'25" F' �x Iwy ar.r /� nett. •,,r,n q .ra.Nr 1'Wrtw>mlr2 Ltra� ty�ti< w �I o.¢rn Doubkg Wrtw Mcv CSC I^; 1;L•on 2O Tr N GRAPHIC SCALE /fT i f I W E % (u.' k'NEr 7 Roar wMr� � E{01AI nY..M1•I, r Gd{I before you dig. fix t UAN64VIBEGENCC + —x x= x—x- x- x— x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x —x�{a *� W LAND USE BUFFER �t + + iLOT I �'� + //IRISH SPRINGS ESTATES PH. Sub' 2.2 Pro art Area: � ; r 2.21E Avres +!- + ❑ i IB'MB'Min C,nc Fed 3 For WmPera.,.�e 96,467 Square Feet+►- J 5crcmrg � %:' For RUMIM AnnLUL \ A[.rN TeC .:Ln -`� Vlf EiEY fP?nl b•➢lf br /} U(V ELEV1�IrP•3ft li PROPOSED RETAIL STORE 76'-0" x 140'-0" "A+" PLAN W/ VESTIBULE (HVAC UNITS ON ROOK N 55 � a• 5en1'sry 5rnr 5mke w/Glean fM 610?0C. luw.l / �r•t �aG40� ps // / 25' BUFFER FOR 5TKEAM 19403'(m) N 88°3U'36" W PROPERTYINFORNIA170N inn. sin, L 90.467 of 221 9R .,-Dcdicared0.p.R': 0.005( 0.00 at[e .'M sire nra 96.467 sr 221[tre SITE INFORNIATION r"?-J A— 203G4S V BA7 sc fd 6eleudk Arcs: 1,834.59sf (1;(4 erol ea:tgL.Les[ 9,1MOO sf 021 rnd lmp.rvWu A. 31,571.04 sf W,241.9G sf 65.$• jryV ELEV mwlw -af3 L/' IM' ELEV.1—T) • of a a1 A r f r� LOTy1 J IRISH SPRINGS ESTATES PHASE IT SNP. 4F. AYe- ellg S4a1G 4',4 P— Ye lrr S[rlpro.2'-0',e 695' 5ND7 a"WL1e Lena Svdpl�-PerM U.TLD (Sce PWn for LggU, nrd C,lor) 5N-0B a' Vrdr D,uM,c Lerc S[rlpin3--M UTLD (Sce Fyn fm Lng[N and Cob,) sN-,z �ene�sle Rwrpmsl4w:en 51: 16 Efee of Pevcmnrrt LET /' J�17iIyf SPRINGS ESTATES PHASE II +� / k + \+ i Tl\ YELLDWCIIRBIIGI 5URFACE55YAULD BE QEVI A M. METAL SURFO4 BOLUC6i SHALLDS FREEDFHENWWU -SURFA -SKU PARMN'G IDr RECEWE2CO ZMSHERWWWILLWIS-KEN YJ00 AM1C ALCYD EIMMEL SAFETY YELID W BSS'330D STRIFIAG SURFAC 5"o ILO MCL"NADRY.TOPCOATSHEPMN PARKING LOT MLLVMS- PRO MARTRAFFC MARLING PNNTWILLOW TM5e55 11MOKAF5Mll% SUKFACEsskheULOBECLEAN.ORY.TOPC0AT5HERWIN PARMNGI W:LMMS- PRO MAR TRAFFIC MARLING FAIR NC' BLUE. X Dimensions are measured from the Face of Curb. the Edge of Pavement, the Edgeof E-IJ W lkthe Fa: dCarner ofthe Bullelirlg(s)orthe Ccnter/End of Stripe. X All ra bll shall bG 4foot at F—FCurb-L—thorWlsesp-Mcd. X Layout of 5ite Plan Is based on and Ihnitcd to surreyn infonstbn. X All Curb6Guttar shell be 24''wWe per deca0 ahcl. X All Pavement Marking shall be applied In accordance with the requl—snto outlined In the most correrm JW.. of the "Manual on Uniform Traffic Control Dcvicce" (MIUMC4 X All 519,B.Traf"c Control PeAccs, e. shall fnllowthe guidelines of the MUTLD. X The Contractor shall refer to the Architectural drarerge for Building Flc ,,lane and Dlmensloru, Wall Sections, Door Openings. BuMirg Ut,ltyEntrancePolnts,ete ThCCo tacwtey rshalllmmcdanotfy the Archiceet and Engineer in the event that the Cwil Site Plans Building Layout does not notch the Architectural drawing., x All handlwp spaces shall be etnped/ marked In accordance.0 the hsndlcop striping detalL X All Iv" L`n'PK kJ'cated shall beataMaN duty bltum$i a pavement Lml- atlnraTagratedonplan. TM paLemerrt e1La7 be eaesuDtr dIn accordonce with she pavemcrt-stem dBUIL X It is the Contractor. roaponsibiligto calculate, construction ateklrg coordlrlatrs according mshe dimelT.lonz .hown Onth'. plans, The Lorrtractor shall verify the acwraty oFthe coordinate. shxtm an the plans and notify the Enelneer of ary Irregularities before construction starts. X All ramps shall have deter[ We v unrested dome panels per A D.A and Gty.tawNe and thwdnwil sheet M Property floe Onette Property Line -----'— Offelte Property Line flight -Of -Way Line Setback Llne, ------ Ea.c—,M Line Zgnbg LI.0 4. Street/ Drive Centerline Curb And Gutter (5w Site Plan For Eire) Thickened Edge Of Foremen Edge 0f Gravcl Flrotane 5trlp1ng Asphalt Psvemerlt (5ee DC.ail 5heet 0 For Pavement 5eatlon.) Concrete Pavement (see Octal] Sheet © For Pavement Sections) Concrete Sidewalk (see Site Plan For D,mcnaions) i General Fence Llne X— (see Plan For Type) —o—o— Lhafr. Llnk Fence Llnc •�� Board Fence Line m-5 Parking Cam] B, 52orm Latch Basin(.) .--.- v Retsining Wall See LTifUTY PLAN for More Information Gate Valve Fire Hydrant Aseem* ® Water Motor -5lrgie ® Water Meter- Doublc O 5an1tary Sewer Manhole Utllity Pole 0 Light Pole Note- 'see Survey For Eisting Features Legend " See Cwer 51heec For AbbraVation LIM d r O r�r'11 W 3825 NORTH SHIL.OH DRIVE. FAYEITEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAIL' 479.582.1883 mm-.BI.E\C1NC.corn C.&F of of AYrlwniodun A 434 .nmvu jon, u- 19-4866 osn. 2019-08-28 As Hard �•� 19-4866 CMI 001,dvR C2 ) a4 Ty — ALL DISTURBED AREAS SHALL RECEIVE TOP501L AND SOD. AN EXTRA WATER METER SHALL 3E INSTALLED FOR THE IRRIGATION 5Y5T-.k L THE IRRIGATION CONTROL BOX SHALL BE LOCATED AT THE REAR OF THE BUILDING AS SHOWN ON THE LANDSCAPE/UTILITY PLAN. X DIMEN51ON5 ARE MEASURED FROM THE FACE OF CURB, THE FACFICORNER OF THE BUILDING(5) OR THE CENTER OF STRIPE. X LANDSCAPE CONTRACTOR SHALL CONTACT ARKAN5AS ONE CALL FOR UTILITY LOCATIONS PRIOR TO 5EGINNING LANDSCAPE WORK. X GPA55 AREAS SHALL DE SODDED WITH 5ERMUDA GRA55 SOP. X ALL LANDSCAPE BEDS ARE TO BE MULCHED WITH EITHER TANNED HARDWOOD DARK OR REDWOOD MULCH, WITH A T HICKNE55 OF 3" OVER ENTIRE 5ED. % 501L WITHIN LANDSCAPE DED515 TO 5E AMENDED WITH EQUAL PARTS OF PEKLITE (09 EQUITADLE 5U55TITUTE). PEAT M055 AND CLEAN TOP SOIL ALL LANDSCAPE DEDS ARE TO HAVE 500 REMOVED BEFORE INSTALLATION OF PLANT MATERIAL • IRRIGATION WATER METERS HAVE SEEN PROVIDED, DEVELOPER TO CONTACT IRRIGATION CONTRACTOR TO DESIGN AND INSTALL AUTOMATIC IRRIGATION SYSTEM. X ALL PLANT MATERIALS SHALL MEET REQUIREMENTS E5TA51.I5HED 5Y THE AMERICAN STANDARD OF NURSERY STOCK X ALL PLANT AND LANDSCAPE MATERIALS SHALL BE INSTALLED PER CITY5 LAN05CAPE MANUAL (IF AVAILABLE). n:e1[vnI11M •:tea xy+'rGrvd �xK.r LCt1AI[L�>lL�' LR OW+k+KM (I) RO t (12] EL3' 5 J5� vcN NO m (Trp ) ,50 41Sf (II rL F v f.rer yNbr�lti. ��) TrcraYrWR�: y).G Yrrr •� M Pm.wad War,{Nv ARJ. 3'laMecaPc Lemecepe i,—pe LANDSCAPE AREA IA M(2L)BH � tka-SP PROPOSED RETAIL STORE 76'-0" x 140'-0" "A+" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) (Z!) P. 6 (24) BN e-5F �roxxpe Ma 3mry 111 R0, (m P4 PM (TyP) —' --r x --y x -\- x — kNAh/— x -- .o. D—See eu Id", Dee qn Subb 96. TQCALLANDSLAPE AREA xrse7 PexrC. W. 2SE0 -.+„q uiTr � 11GM i /� raf4r3 ,f.�d}o� � LJ LOT31 IRISH SPRINGS ES7A7 ES P: IASE 11 ay-v J i f Landscape LcgcnJl-. RO Southern Red Oak BalleddQ(afiipprA 3 Quepuo Falcata Llmbed6 ftfiogY pis0lbund LP 13 Loblolly Pine Pinue taeda 3„ Saw Limbed 6 ft}Lgn drFLlrouad Burtord ChIr.c BC 110 Hclty 15"In Height Ilcv cornuts'Surfardll' P.M 172 Pdmrox JY.minc - 18" In Height ,/r gym meagl G—Area 60.5475.F, VEHICLE USE AREA PERIMETER PLANTING REQUIRED PROPOSED 1 Tree &55hmW per 301F 7Two &155hrub. VEHICLE USE AREA SCREENING REQUIRED PROPOSED Shrub. at 3' Avg,'Pacing 1045hrub. 1 Tree per 30R 10 Tree. BUILDING LAN05CAPE AREAS REQUIRED PROPOSED 1 Tree & 45hrub. per401f of vehlcuiaru.earea abuttingthe 2001f=5 Two &205hrub. PARKING LOT INTERIOR LANDSCAPE AREA5 REQUIRED PROPOSED 1 Tree per 12 parkiry apace. 30 Spacee =3 Tree. PERIMETER LAN05GAPING REQUIRED PROP05ED 1 Tree&35hro1,. per301FadJarerrt to reDwrtlA prpperty 477it=16 Tree5d485hrubs TOTAL REQUIREMENT5 TOTAL PROPOSED 39 Trees 29 Trees (12 Tree Credit) 1875hrubs W5hrub5 K,o v,hat'I below. E Ca�� before you dlg. GRAPHIC SCALE IN F=1 Y Wf eSl lr Proposcd Features: Property Unc �•- Orel. Property Llne Offeite Property Line Klyht-OF-Way Line -- Easement Line Zanimg U. 4 Street/ Drive centerline Curb AM Gutter (5ee Site Plan For 51-) Thickened Edge OF Pavemen Edge Of Gravel 0 A.phalt ?avement(See Detail 5heet For Paromenc 5ect1—) 0 Concrete Pavement (See Detail Sheet For Pavement Sections) © Contract Sidewalk (see She Plan For Dlmcnelpns) % General Fence Line (eee Plan For Type) —o—O— Chain Link Fence Line a Board Fence U.. N ® ® ® E] m STorm Catch Baeln(o) Storm Pipe (See Gred,ng Pi- ForType A.M SIM) Retalmry Wall 5 UCR[y Ploa Fm Lhv SSes — 11cafRr� .4 1— � Tee, C.e., Benda, Gate Vale & Reducer —� Fire Hydrant & A..embly ® Water Meter-Singlo 0 Water Meter- Double --- Sanitary Sewer Farce Main --- Sanitary 5— Line • - 5-1tary 5ewer Se,ice a 5anhary 5evnr Manhole _ Gas Line O—head Electric Lme Underg—M Electric Line - Cable Tcicvision Line Fiber Opel, Une Overhead Telephone Line Underground Teephoro Line Utility Pole Light Polc Note: Only Symbols That Appear On This Sheet An Shown In Thle l egend See Surety For b[zting F—W— Legend Sec Cover Sher. For Abbrevi.tI.. U t, IU U U C 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARICANSAS 72703 OFFICE 479.443.4506 FAIL: 479-582.1883 m—.BLE\T7NCcom fpr&9 of Ma` _- - N 104 J.Om 19-41166 xaurruunn 2019 08-28 Ae N—d ourac...ra 19-4N660\2 Wl.dag C2-1 1 I y xi:5 TBM #1 I x x x I I I + I' G an w 1 g� Lt Y •_� � a� �� fry , I I1 I ----_--_ --- i yij ' L +I rn.w.a w* I I � I y,1�1T_f beam plrMryae,TeLainaCkv- . 5rr.11"Tipr . i ehwpnwM nre�wsnrg4 nr JN. rf i r a Dewhemo � j a S:K Fcrce : —x—x--x—x x—x—x�x—x--x--..i—x—x—x—x--x.—x—x--x--x--�C— �••yS�S • 1 e oe Subie2 'ra eel Area: 2,215 Acres +f- 96 -711 4— :> LOT31 I :m.p - • IRISH SPRINGS ESTATES PHASE II N All ---- ---- --- --• J_3- L [ -------------------------- --------------------- --------------------------------------------- ti All measures stated on this Bros n end .cdiment control plan, and in the Dcm0fition Notes: - O Trm m y Gravel Construction storm water pollution prwentlon plan, shall bo malrri i—i In fully functional Ionoer fora =R.u,q •- F.nm ce condition until no required completed phase of work or anal oElm to be Rmv col onrol.wl Silt Fence atabllf—tlon of the ate, All erosion and sedimentation control measures shall be checked by a qualified person In accordance with the contract eAt7: Edpam to Rema�n In the caecdvega ion. Lamrrror ehuY endure document_ or the applicable permit, which— I. mom stringent, and °LLNba'dpm,na ® L'sting Goss repaired in accordance with the following: RELOL E,detlg to to Relw_rtea (Sec Pbn F.rW/ d,) t Inlet protection J`Ac . and barriers shall be repaired or replaced M ^—• TPF— TREE Toce Pres—ri.n And Protect- they show sign. of undermining, or deterioration. 2. All seeded areas shall be checked regularly to sae that a good stand I. —iol,-> >rvnit TL•mp..q Di-asinn Dike maintained Area. should be fa tIIized, watered, aM reseeded as needed m�sm—FA---el 11•aNe a 5lhfencas shall WgAti.ed to their crullAW don&Vens If damaged 5adlment shall be riviOn4f in the silt 9•nfe %+Iim It reaches RCD Ruck ClucJ: Dams are-haffthe halght of the alit Frme. A The comtrectlon entrances shall be maintalned In a condition wh!ch will wPRAP R require tracking or flow of mud onto public righv -of-way" This may Fun For Sior P-'nP 0R ) require pedodls top dressing of the construction entrances as coMiUene demand Olist_i Inlet Promcdun 5. The temporary parking and storage area shall be kept in good coM21on (suitable for parking and storage). This may require periodic top AVD And-vu—Dcvice dressing of the temporary parking as conditions demand. 6. Outlet strocturea In tAie sedimentation basins shall be malntainod In Nute,. operational conditions at all times 5eeiment shall be renewed from • Only symbols that appear on this sheet are sl— in this legend sedlment basins or traps when the design capacity has been reduced by 50%. • f:iaetmrar Bluewanponelbk far renv,Afl of :ha Padisrta HLnAataAree. 4uead r1e7s�r,',u�c�e. rrirq.lwd Starapr ranke,mda�q! War -'T'^'m.Itl0 Pl r4i� �Onir/�AP r�iO R'aIOSY ai[df�•r[Nt oF.e Aebrty. ra6ikrR arld vehar aAdterAay rnalllrrg irae pratizdn ilnd aimae derralltWlt aper►t1m10. Dlepnal ahatk R/Wrdame •kh pA Lac.C9tateaMlor iadera, Reglsfatbne Gmmtl�la a,rfi teperellan•. • The Gereral CorltraceorshM Septatrpn;auQ:bna scttse.Lry to asnpi property domege toadJaa[+K prvputen Mie6 the ClRARY�t1e11 pha—ofthlspnp:L tic eaisreaSar wlA N}AeN rdey rpspespyk ier sig damapeotothe a Jy W-_ rrperlte L M".rtg• MP404 ztruccion phases tr Ala pr111 M • The contractor is aptClrata14r mtmixu this the intoner wlWor elevatlen of existing utilities as shown on thane plans Is based a. ecorde of the Vareas w,wty gmtr" ere. and where possible, measurement. taken Inths 4rral, TheiltormnUk Pe not a 49 Woe!upon a, belro exact or complete. The contractor most cell the appropriate iral'!ty, company at least 48 hours prior to arty secswvtlon to request exact field location of utillti- It shall be the contractol. responsibility locate all exl.tlrhg utlll ties which con81;1, with the propa.cd improvements shown on the plans, whether shown a nee ehown at no additional cast to the ewmr. • Contractor shall re—c all buildings, pavetnarrt, arba, trees, light poke, utility poles and lines from the site up to the an"of construction or the property line unless otherwise noted Cmrtraator shall cap/plug arty water, gas, sanitary newer or storm zewerllro at the property Ilne Electric eM Telephone Ibex whether overhead or underground shall be terarl—W a the closest utility pole or pedestal to the property line or per the Designated Utility Company. Requirements, • it I. the Contractors responsibility to remove any —all asbestas or any other hazardous metedals From the silt. pergovemmant guidelines and .hall dlop— ofthe hazardous materials In strict accordance to t'na guldelines Contractor shall ensure that a&quate measums are taken priorto the removal of any e,tlating storn water! senftary saver systems so that the discharge of water remains uninterrupted both on aM off the site e Contractor shall ensure that any ut:.iry a a a.' awe to tlx 6" tldtkyl ye remo,ed will not Intc—i...I to the l0al6vu,4 property owrcero It s the contracture responsibility to coordlea;ei teneighboring property owners if zarvlcewll be incemupted [ LV ��} ►'i o �+s• GRAPHIC SCALE I w Fear ) lark =w It A the Stromw—,re— Frerorf.!cn Flan(SVlPPP)lA rnmp;leW rd tie Ereolm Pheoel a ll ranetrue[yn draM .tFe eteMerd de[eYe ands J mlwrd dcwmemeinclud:rg racymaw,ae e WrnrseWreluYlnpnmr,n.b:n mawegeme.r-prerclrn aeir�p�na ly the 511PPP" itaFa*a+lass n•re�L•r-py:.YraetMhq-.er[iJ.•,4t.w Haawnbno a.a.L. rz tra[e•,mgemeec rreatogr�•jWvrgraartira+•te'Ney, atatl.s yawl roqt�. wrw,r,.11 pyetec w.q+eaH::rvwww[ I.prrr_ s,,e .alra.rvrw u .xts+iVO AL�ryo. E � map w,atciee•iJArl••e: we iron ylL•rw Prawn M/b r.-rewtw enhKy aeYnaaq aria neu•aa.•yJr[q •nWMe•.M.N•aalN-sJ e•eSaNY 1e�a. F. Cafar[•.e•aMabwa�da�rab4i•wwenetNeA►ietl[Msp.apWRtN ameml pmdr- G GwwaLWmrxtorehJl derorew Henthe'+n. ✓aMYVJ ✓,xwpa sn xnW �waf H w ea ire r¢p+W• ,WNVY•are e'rwretava pW,ln paary •ta •ra4vrar[q p,t�rffy:Yµ s•gn VWn,ayr i[ln i+:atAl�a tt +T.e•h „en Crwna,I,Pa..r+L: er.�rR e'FWn'yeW'aa rt.-.l are.iM r Aw,i a,drx«e-�e.tApow. I, snmalmL,r,vwaLaa.aweay..xiw.,rnet.,,,.-.iwr,vi,Pas,w raaay our Mga•era•wse Ipwrzlaar�tAAr and nee J.'4H•nLYw raslgraM'M 'hr Mrd�/M a4weu,rc pe[rokem beets or , 0 m«yV+•act i.Trre. A• rF!•r-e•.rr7Ar+A•L t Pai,Y.tea•rVcke/c- etw.tR4 atr•Y•r r1t�NMe•,aY A�j ecakd ern.:.w wlmte ral n pmrw iv iu.y L..sr.waL. a•.eyu t•a aata� ai •W rY a,aelYer�A ira•a(aaM[hr•v�a-,weiivayYr•u5- L Kn•rrn •J4•ie1•valrrve%" rCaNnrrgCLns e•fMa �l[r.Nwtlar �/e^+ wie.2'Learrwtae•r .awrPaeerxJMron e.>•.[t.rw. u �attaiwt Priwdottwr,wr•r fa+YLxx.etrtr> weAyd we. •d"r4'/rErerdlaa rraW Vu.uAq•aSn iiY 4el iaw[net'a•e?Lvq'aasu+P/1 vw,rw. u DlaturbW po.tbnt of the area wMrc wne[nielw —t,lwep:mw,amy etoppW eha:l Is be �ermwemayeeeded hex areal eF.a, be eecded ro rter thin M dye aiurthe yn tauetMatLNty owumng N these arise Rater La eM gradl 3 pion mN/or IrverMrap plw 0 ReM aeWnAwhilee trweLro we.tsh-01,l comtrua'bnrruencaa unot eumcem ofdlr.wmud"tlen . trot mwtbwwlwd belore R Ga vchklee ammo pa61y road wash' need, prwayna mwL be made to ImemeptsM wash Ann— trapiwoWintent iodine N, le curried off [he ehn. P Mmatedey epllbJ. droppW. waeNW, crtnctW tram vehyke era roadways ar!ma rmdmbw mwL be remwxd imm.W uuy Q famwwarvgr5ubwmracmn wl0 be rn_panelhL•ior ramming eWimect intM detaiRion pondeMerrie SmenLthe: may hev: whited In [he etarm ecwcr draiwp c/some In wnla„ctlw coin tM eub:AvLlsn or cne aim R omeivaoaatte toil atxtpYeaW borrawerew .hull be presr.W From eroabnaM eWeremarmh tamugn llnpbmen[abn of bae[mun�ement prvRbee 5tocipYe and bnnor.area ItceLlorm eheil be rMsd an :hc e',te map and pvm.4d In accordance wi[h rvl permF. rrgmmmc,Re 5 5bpee ehel be lek lnervuehcred wrd�Wndum,g tie grading phew to mdaa rurr,if xakrat.• e,w ronom T. .s, It gredechmg:e du,irg1,—rtl emmr ch(lit1 ,the Coin 1,k., eb`I tie mapwlbk rt• WJI,a:Mg iha troebn eamrol m.atume (.lit iencee, ttrw bake, e[u) to p emtio, U All.— thA be soh%I�eLG. eM orwch wehng dy, tAelncludee bacMang oFtmxhes For minty ra.trvctynad plvmn;n[ of grael or bh:,mlroue p+.ingfor road conctruc[M Property Lim Onsft Property Une Offs,te Property Um Right -OF -Way Lim Not=. See 5utvey For Ed.ting Feat[[ree Legand 5ea Cwar sheet For Abbrevfatfon list 9 -. -1 -1 — H.- I t 'a O Cr 3; BLEW§ �PA ci ILF- raL&UMS3cLkNDSL7CcWC)R$ 3825 NORTH SH1I.OH DRIVE FAYETTEVILLEs ARKANSAS 72703 OFFICE 479.443.4506 FAM 479.582.1883 vnvtv.BLEWINC.com tcm&ax of Avlh—i- Y. 1534 aim 10,, •.roe. 19.4866 .nn,nne. 2019.08.28 as As Noted '•'Y.• „ 19-066 CiW 001.duR C3 I I ( 'if YJ - - iijiii a a .4 E I} a n a -� l u c �rI i c k: �w ( 1 . I� 1 LI TBM 41 iy — Y. X % — X -- % w• X -- K K — % — sacs.. � — Y- � .. — � ti � ?. �- ): — Y — Y ^ tC — f — o - ��S! PROPOSED RETAIL STORE 1 - V-0" x 140'-0" / a =Asp' IIA+".PLAN + +/ A5 • rTaaz W/ VESTIBULE j t/ r' ; // IRISH SP' e�xrn (HVAC UNITS ON ROOF};' wsvnD +/ % r /•'' �} + o +/ f! _ rra•wY� sass /'� "^+\ +r +�= + -- sw'�i� 'rr•+~^ rtrxxrr. rye.'• __ +/ - IHISHSPRIHGS ESTATES PIIASEII +/_/ ,r�r r• r _ ------------ - - - - - _�_---_-_-.. S ' ' PRE -CONSTRUCTION: materials that would affect the stability ofthe fill. If X 5tormay.n I.meaauredfromthcoarr ofthe X Prior to start oFsta grading, croolon control unwrtalnty exlete as to the Wt.1,111ty or arty box and Item the sd of Ilse psrad end men urea shall be installed In accordance to the material, the contractor shall have a Reglstered X Drainage structure. shall be construcud co that melon writ.1 plan. These erosion control Geotechnkel Engineer make theflnal determinatbn, the appropriate sectl.n of the brat such ea the measures, as a minlmum, shall Include all alit fencing, X Contractor shall ensure that the fill material be free gutter for curb inlets. the grate for drop Inlets, I. at temporary.adlmerlt ponds, temporary construction of organic materials, fromn materials, muck, highly an el.vatbn that will allow for the maximum drainage errtrance. and arty other meaeuroe clew -scary to c.mpressible naterlals, rack., rubbish, timber. brush, Ina:�•e xt-�vrwdanes W_h propmW grades and ensure that sediment does not leave the aite. stumps. Wilciing debris, and other material. that spctalevati—hownonthepun r1wonuacter X Contractor shall notify the appropriate Utility would nrgatwely affect the fill material. shall notlfythe erlglneerefer_4,i In theevertefa Cmepanies and the 5tate OneCall 5y.tem a X Conntracte, shall stock pile and maintain all good top discrepancy, minimum of 48 hours prior W arry excavation for the salt removed from are.. to be graded and filled for X All drainage structures located within the State or location of all underground utility Imes that will be use In final gradlmg all critical I unpaved areas. Local Right cFWay shall be constructed In affected by this development. Please note that X Contractor shall proof roll subgradc of all areas to be accordance with the specifications and details oFthe existing utilities noted on plan have been located with paved prior to Installation of paving materials, Arry Appropriate Governing Agency. all _11.101e Information and that exact location of soft .—a shall be removed and replaced with select utility Imes may not be accurate fill and compacted sa noted In the pavement section POST -CONSTRUCTION: X A pre -construction meeting shall be held on site once shown on the derall sheet. X Contractor shall scarify arty area to rawlve top soil ALL Erosion Control Measures have been Installed X Contractor shall employ a Gectechnlcal Engineering / to a min depth of 3". and pr.rIL any aite grading I construction I Inspection Firm registered with the 5tate of X All unpaved disturbed area. shall be graded smooth demolition. Arkansa. for Inspection and testing of oubgrade for and receive a minimum ofN' of topsoil The area shall propercompactbn (95% standard proctor), V Tripe ',d I or ztm" with tht GSNER a1. plaThcoaraem ha wateruntil e X Contractor shall IrlstaIVuse all required equipment so STORM SYSTEM: hardy cover a grass has been established and 80S a. to campy with all safety standard. dicta A by x Ail drahwv otnrnuroe udder paved areas and / or of the site has been swbkrna m auaraw.cs wl:e 05HA, Federal, 5tata, and Loc.I Regulatlons. areas expecting heavy duty traffic loading 6hall be ADE,75 Construction General Permit (ARR150000). X Contractor shall wordinate with appropriate Utlllty designed to meet AA5HTO Heavy Duty (H20) traffic X Once the site has reached final stabilization In Comparry as listed on the cover sheet for adjustment loading, accordance to the requirements on forth In adeq's of utility Imes affected by cut and fill X Storm pipe / box shall be bedded in accordance with construction general permit, the contractor shall file X Arsas to be graded shall be cleared and grubbed so the bedding detall and In accordance with the a noon.. ofTermination. as to remove all organic material Including but not speeificatI.r. a AM D2321 (lateet edition limited to vegetation, trees. roofs, debris or other ..liable at harp://—A5TMorg) N lu, WKnow what'. WOWE Gall before you dig. S GRAPHIC SCALE ( IN F"Irr ) I e.rh =.1 h �LLI1"C;S -- -- On.lte Property Line ------- Walt, Property Lino Ryhbof+vay Llrc Eseement Line ti Street i Drive Centerline Curb And Gutter (5ee 5- Plon For Si.) ThWkcned Edge OF Pavement Edge Of Gravel Asphalt Pavement (sec Detail 0 Sheet For Pavement Sections) Concrete Pevement (see Detail 5fecc For Pavement5ectkma) Concrete Sidewalk (Sa 5ite Plan © For DimenslDns) x General Fence Line (5ee Plan For Type) —O—O— Shaun Llnk Fence Llne Board Fen- Line ® ® ® S Ej m Storm Catch Ba6in(e) • Ditch Llne ••• Fault Line / Grade Change 5torm Plpe (See Grading Plan For Type And 51.) .T� Retaining Wall 5ee J'A6y Fla , For LIer SUee — Water Line e c Y Z.Cros Benda, Gate Val. e - • 'ducs. A Por —•yt Fire Hydrant S Assamby ® 51nglo Water Meter ® Double Water Meter — - Sanitary 5ewer Force Main — . 5ankary Sewer Line 6 Sanitary Sewer Manhole p utility Pole Light Polo Notr. ' 5ee Survey For Existing Features Legend ' See Cow:r Sheet For Abbrevlation List. 5 1 a cii n O ' BLEW&.ASSOCIATES,PA [7['R_ F_\C i Ikf•F.R.S k i -L�7) Slnt�'FYPItS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE 479.443.4506 FA7C: 479.582.1883 m ,TBLEWINC.com LinnAeir .f Aurhulnael.m H ISM ..,xn j Orr ,sots 194866 �.ri^`^2019-BB28 -•" As Nuicd `• "r'F 194866 Gri1881.dw8 I::C4 Downspout Detail —B/A' =1'+1' Loading Ramp Detail II- XB•K 3m-D NOTCH MR 3/5• DN. ME BOLT Iw.- BARRE•e re KINGS HINGE 'TAGS •40-I0G3 T I zAssl PENBD TAIRWC. Dumpster Fence and Gate Detail s..] N ' 'Are$ R.1e TA/2B!] wr ROADWAY dELVAA CURVE EH cuRVE. RFaD 51-0' VARIES ROADWAY VERTICAL Arks •BT T•AS NRVE RELTD� �Df nn� Fi:l-(L'RII. CI:pL YC?J 5TANDARD STATE APPROVED AME55IDLE S6WE INSTALLED ON A METAL COLUMN AT THE PROPER HEIGHT REWIRED. PROVIDE ADDITIONAL 56NAGE BELOWTHE ACCESSIBLE SIGN AS REWIRED FEE REGULATIONS BOLTSIGNS TO GALVANIZED METAL PIPE COLUMN R LLED DOLLAR .LOW IURROUND ECOLUMN Parking Sign Detail DRIVEWAY DETAIL NOTES: I DRN15VAY55HALL BE CONSTRUCTED IN ACCORDANCEV/ITH JURISDICTIONAL REQUIREMENTS AND DOLLAR GENERAL REQUIREMENT5 SHOWN HEREIN. D9WEWAY6RADE5 5IIONN HFRFIN ARE DOLLAR GENERAL'S PREFERRED MAMMUM AND MINIMUM GRAOES. R 6 UNDFRSTDOD THAT EKCE NS TO THESE REGUI-MFNT5 MAY BE REQUIRED AT 60ME SITES BASED ON ACCEPTABLE6RAGING10EWIREMEW5ATDIFFERENT6EWRNHICtF I0N5THROWHOUTTHF U5A HOWEVER. ANY EXCEPTIONS, SHALL BE SUBMITTED TO DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT FOR PRIOR APPROVAL SUBMITTAL SHALL INCLUDE DATA INOCATI EI THAT rR005EE 14IW151IN AmGCWRC[TTiI H JUMSDCItii:ti'jOM1: CQJIM.. STATE, ETGI A`.LIPIAABTt 6T� OATH6WAL MlGE aRAWIKTPLT,fA:7Nlil'J✓. JURI!{ICT{'IMJAlERQPA11j I[RIFBxcyPIESOfTL✓JL DYGu'-{GL DFLNES. ETCA ,NDTJd:R�C64ATA TMAT �µgTypxB>D{R^w 1YPiOA', 97lAtMIFRA TRACTOR TRACER DELIVERY TRUCK CAN ACCE55 THE SITE YBTHIN NORMAL OR REASONABLE MANEW 114G-TOLERANCE9 SUBMITTAL SHALL INCLUDE A 56HED AND PROPF55ONIALY SEALED LETTER FROM A LICENSEV CML ENGINEER CERTIFYING THAT THE DESIGN A IN ACCORDANCE WITH APPLICABLE GOVERNING AGENCY(IFS) REQUIREMENTS DOLLAR GENFRAL DFLWF.RYTRUCK INGRE55 AND EGRESS RFdUIRF.MFW5 5HWLD BF VERIFIED THROUGH DOLLAR GENERAL ARCHITECTURAL AND ENIGINEFRING DEPARTMENT. DFVFIDPFR SHALL CONTACT NLIARGF.NFRAL ARCHITECTURAL AND FNGINFFRING DFPARTMENT TO DETERMINE WHICH tt➢F. OF DELIVERY TRUCKTHE OFSIGN SHALL BE B45F9 UPON. 2 VFRIFYJUM5DILTIONALREQUIREMENT5MLLALLMNEPAVEMF T05LOPEDIRFCTLYTOTHE ROAD A55HOWN ONTHE DE- AL WHERE THE PARONG LOT 16 HIGHERTHAN THE ROAD ELEVATCICMAIHTANPOSRWE SLOPE AWAY FROM THE BUILDING TO PREVENT FLOODING. Driveway Detail Sdcl/B`=1R' -,%Z, PAUNG 4x41 FRONT Top VEGw I'Z TFAN L. Al, AUITZMG SIT E XIX UF.A RIMDIEYTTR BLANTIA JACM, J: T14N IX -SS RSHANOONSTIURPARCTI_ THANLESSORTITNACOR AUCRN PRIVACY FT! I INACCOR'MR]A ET T1iNAN1'S PRUNTYPY L'RIlTR1A51T PLANSANDANV JIBLJ5 OOVEA.NAIENTAL REIQURLSQUIRPAUTiTS I � I I..T REAR VIEW NOTE' 1 WOOD TO BE TREATED PINE USE GALVANIZ70 NALS FOR FASTENING 2. NUMBER OF BOARDS WRL VARY DEPENDING ON SPACE BETRSEN BOARDS AND ACTUAL WIDTH OF BOARDS, Wooden Privacy Fence — 1/r=nP RRNY EAF ,APo,w, wanl As aRrWH ITM sNe PIAR ? �IrpFcp(aRTRY/ T,E-rcnmlaaHr YTl.wmrrzN a1r 1n WA1e1�R>bra Ianl COBR IVBNID'x 3NCL coxT. >� �wl:w Dumpster Pad Cross Section Widened Sidewalk Edge Detail N , T. 5 �% %fw u- "Mmm Handicap Detail —1 V -=1TP PAVEMENT DETAILS r. NETAES APEDOWROFNEPAL 6TANOAROREDUREMENTSANDMAYINCRMEOROECAEABE WRIT —OUB BOIL CONDRRINS A OEOTECHNICAL INYEGPGATON WITH PAVEMENT DESIGN REGOMMENOATIONS SHAM BE COMPLETED FOR EACH OEVELOPNE-. THE FOLLOWING DETAILS ARE MINLMUM DOLLAR QEHI— PAVEMENT REQUIREMENTS INKFU LSED RECOMMENDATIONS ANC TU LLB mW a. nevXauae iNl'EA11:5 vwu m PaoDA+aLrn++Ayvrtavllrmo AND CO WACTRo smRi FV PIACCMWr C,w F f ,ERV.A.LM►R mswIO BONORABE WTp PRE AS WTTH*CCJ Lv EP�AMA9nA VrtIHCfINrPCTETI ETLEGrwTiITRLCA � cRETE rxaF.l+CuT AA�BrANVA>.G OLIPFWACRETE NM�n� RESORT cR WNL rvoc:�ew~Lac Eowools:wlorrnR_A=aiD• oa.UYI.T�A O[L1111]A Cob YL1NR TL ,OetE VFSTCN ANOLAYcIrt l 5 THE D—ITV OF ALL ASPHALT PANNO SHALL BE EETWE N ECR AND N% (ASTM D-1) TESTING BY a 2" ASPHALT- SEE NOTE 5 :'COMPACTED AGGREGATE BASE CO W AetW SUB GRADE STANDARD DUTY ASPHALT DETAIL su,lx NDrroscAl H 3' ASPHALT- SEE NOTE 5, i-L�• k y'2 - B' COMPACTED AGGREGATE BASE COMPACTED SUB GRADE HEAVY DUTY ASPHALT DETAIL 51:AIENOT]9SCAIII [ COIL'RETE _ _•�— Jt' ACTED F- ' `i-- CCM'FE BASE LNT 2 0"ACIED SUB GRADE aSTANDDARD DV CONIC ' DEE'Aii. TrA1xlrRErm rAlr. a r It UtRMELWY ASE LDETAIL B fnw•L+IwTIN VB+ET.OtxEx.x+1CI•.LmLV4Wnae NTnE+t �AAnPxxp Accessible Parking Access Ramp & Access Aisle Detail Or.l1r nw� Id G N O 11' 4-4 ^Q) W 1 I BLEW&115SDMTFS,PA CR7LENGR4F S&1Ai-1DSG'x%'EymS 524 W. SYCAMORE ST, SUD7? 4 FAYE=VaLF ARKANSAS 72703 OFFICE: 479.443.4506 FAX 479.5821 B83 �.BLEWINC.m. C.+Tilir.a NT4 Avllwl4ryw,n 3A l" -.�r fM.KlnHl f.()IT 194866 ' • w„ 2019-08-28 As Nomd 194866DRui1s U01.dmg C5 FORWGODY PLANT6. PRUNE ALL DAMAGED, DE+JSED.OR YJFAC STEMG ��'�N`"-'� e.cEATZ LACE M5TNG SOIL ADD SUILDMECE56ARY WAI:R THCROUGNLT'TO ELIMI WIE NR racxErs-p0 NOT TAMP. R015- - ROOT COLLIE SHALL BE 151-Ee- FYSF55 501L FROM ICI OF DALL 1 NEFDFD 5ET TOP OF BOUGHLLLY EN T02 61DE50F NAINNt FIYISOLEED GR HADE TO Al1DN FOR SE RII G. TAPERED'FOES. DREAK WWN OR R SEi BALL CN FIRLI SDI. D-.A1ICTEL UND.-DED SUBGRA� Shrub Planting Detail tw7..TF 5Mt Ty, Slapbe (2 Per Bab) 51 1 p1e, hoM Fl,etb Llrerg M Pkm YI MII Pkeac I BIMbg Mm � I Idese 5.6) (2 Pcr Dab) Concrete Washout Traffic Arraws to be Solid whb lze.CA'e Tl-z- wail. Traffic Flow Arrows sde 1/1= rI NDIFS: t, FREES 5NAL, BE Y CAMPER MINIIAUM 2 THE. HOLE FOR THE TRFF SHALL IF F]C .ED2-3 rAln'It =.. O, T,M CQT'M 3 5YAKE ONLY IF NECE55ARY AND A5 PIRECTED M THEP ELTMAIO- EIRG]'E ANY TVIINE, ROPE FV.L W, WRAPPNIC,M UARDS FROM-E. RUNE ONLY DEAD OR EROKEH eRANLHE50R COfeALL • ROOT COLLAR SHALL DF N51151E :MFNE EACFSs SOIL FMMTOPOF DALL IF .EDED.5ETTOF CF BALL P TOIAeOYE FII46NED RAPE TO ALL FOR SETTLING. AFTER BEITING ILL IN FIANNNC NOLE CUT AWAY OR PE1HOl THE JOKE W KE BASKET. CUT GE EEMOVE ALL ROPES t TVINE FROM DALL CUTAWAY OR REMOVE JRIAP.IF ROORAIL 5EMN5 FALLING APART JRINC IN5TA11ATION OR WHII-EREMOONO ME WRE -E7TCUTAWAYONLYHALFOFTHEDUELAP. tttt PLUMD 50 THE MAIN LEADER IB BIRNGHT RN MULCH 3" T04"AWAY FNOM TRVNK DIMGRGANCMULCH WRF.55 MULCH SHALL DE L5E0. D 4" HIGH -EN RING AT THE OUTER EDGE OF TEEE5 DID \VATS AND REPLACE E05TING SOIL ADO $OIL AMENDMENTS -5ARY AS DIRECTED BY PROJECT MANAGER" WATER RUUGHLY TO ELIMINATE NR YOCRET6. DO NOT TAMP. ESHALLOw'HOlES NtM TAPERED SIDES DREAK DO,AM OR BALL ON FIRM BOIL .FJRE. 6UDG..OE 2 TO 311ME5 1400MALL DIAMETER Tree Planting Detail 4ab: N:rS " aaM 5.a0MN-T-1 m 1. Poets Shell be a minium length oFthlrty-elx (36) Inches constructed of either of the folI.Mng materials: 5te.V7 or "U" type, or 2".2" hardwood, 2 Woven Nine used a, additisnal for..upp.M shall be Mlnlmum 14.5 gauge wlch Sk (6) Inch Maximum Meah Speelrlg 3. Vlo-WkIR Z, bo �+K+]d+b^F W upfRn.-a. d Ce fv -4ba cla ktkh W1r'a TIRE! Or ane (1) lnth r.p'ee A" %INE Ug9F4 MAE rd tJ,E pe.te. 4. FDtcr Fabdt dull be LaLa of=WS WY N50 ttweda,x edb mwmeedatler, or with Elea every twenty four (24) Inches at the top and Beccb,o 5. Where Oro p%mee PF FLh FAGadjoln each oiherchey ohell bo averkppM by al. (6) IKFv." and fogs tryether. 5. Where two poet, meet to Jon fence oectlono, the tope of the poer"shall be,ecured together with wire. 7. The fence shall be constructed along The contour las much ae poeolbk. 2' 5. ElNs of fences ahall be extended up the olope to p-1, rUr ff from 'n; migrating around The and of the fenoe- 9. L"6P.-1 of lde+aweAab tc p[+forrll[d+EeNsr.nrNa]Fw.tcyaxara alD sent, pr sipLFaEEsa i'rti'M I%W4 fpeta. FeCynRiDW tat (lull rxt et elLa.s3mnwxd!•aY :he lr:gF6d. 1Ne 4arlF te►a' �]dq G. I�camaknd eALbfm 'W aM> p.�t�Dl ✓'?, 6• apprard.ne r pleb a lwlaer xhat a ail m t%.sraLTe waff-ere,rarae:ar. 11. AY fi-: p eha he naarnd Mtn W ePlutrUCtvA-f r fry a-yMRited a6 DO riot Impede - flow or dnlrlege. 12 Pre-fabrketed uElDs do ror; require the Lee of woven Mr, IET- SeDle DE.0 2.5reel a, PRacO Wire Meeh 51 Silt Fence (ER -SF) • -Vr.Jn- Standard 90* Parking Stall Bck 3/Ih'=1'-V FENWNG 6'T-POBT Ai B'U.C. DRIP LINE ruNMUG PLAN SINGLE TREE -I'INSTALLEO IRTICALLY SPALEOYTOSMARTARCUIa1 CIRCUMFERENCE OF TREE BURUP TRU...... DRIP LINE ORAIGE 5.1FElYFENCE �'arAR H•e� gdYAt 6aLLi.•QL1N'A!5l A•r1 10 EPLH 2'%4' STAKING .'METAL T-PO5TATB'O.0 MIN TREL rLANKINGN e. t INZTALI I -NO WHERE INDICATED UIITHE DRNM1,5 Cl AT THEDIRECTRNIUFTIEFROJECTMANAGER. 2 PLANMNG BDARO MATERIAL SHALT-11 UN-ATFC P.NF Cl APPROVED EQUAL 3 I..' -..I* COMPLETELYAROUNDTIE TRrE DO NOT PLACE PLANKING BOARDS ON ROOT FLARE OF TREE DO NOT PIN DR 5EARE PLANES MO THE GROUND B 00 NOT_T. PLANES TOTREF5 C[irYJ::IIOi �a.T I fwr Ye s rJof nwc INAMTfR Tree Preservation Fencing and Planking Detail Eck N.TS L II YUF:3°.r c- Wwcn Mrtf. . Maa DL U2 g, M,a 6" Meeh SpacMg rr,t+y Media u Wwen VArc on UpeAcem SMe of Fenm Embed Ntin-NFi- Fe1rk IneMe 6-LNlde r B' Daep Trench Backsll MKh NTN.e Soll r„4rrR�!tA!S.!e:`!' fi-R:.+i%?'�'•c.-�':LK?iL�+1:!t Accessible Accessible Striping Sek J/N"=1L4' Construction Entrance Ede,/L6-=1V At vas I _ wereSVFe�L[w.etpe R-� �VeNee 6' M1n Tern U;V tt61- LceeNunlxGndc 'I 'I FT'_ tirM.tl4Fe "4 "j .�+}.JI1III.'tV+'4p '!Y•r"7t�Mr Y �Vw TVPF-I TYPEII I L 1.000kfcr OvbaMGUKkrto be Qaee A, 3.000pe155DeD hh 1hu4.1, Emranmem. GR.Ter 2 MD;abeM ehall hats brcomcrl 1n.eM1 V,1ms. Cub(Ted, cera)tlbd 3. MLMD Aype l)eheD be plssd acneo eP D-0.- Em RIPE 4. "�A,GA(Typethe befWiA K.,ee All aFae F+f,ra Meretie brgRwwl pwJe b Lees LNae i S Sw CIF y%•a.KS'4ac £aelMNoroYry mk yNadel.. xKSraY.rr cxl,. AXTN �.e�s M,�ravRrT•rNAKa'.�1. r`R,INpILYJ raxrrrY. a. PpLN'1fE'pywwJ r.pasn.yF.'Kuwr (AF` rirWlnlFpsK/b orFar AeprRr,M.V W,He'J ax gteaa]y!Srlerl.Rn [LkP M+c Cn:dCmM. hMaeN - � :rid .er9,.xRa re W+�. Concrete Curb & Gutter xdc]/1�IM 0 79 U I a V i-1 Cd m gg�D W CT 07��^ 1WJ 0 0 I>' n v x r� V 4-4 W (� � E 0 A BLEW&AS.-90MTFAPA CR71.WGR4FF715& 1.a39k7 SURVEYORS 524 W. SYCAMORE ST, SUITE 4 FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 R r,Dm BLENVINC.com Cntir- al Amlwnelaex 46 ISM .... J. 0. 194866 wm �wm 2019-08.28 A As N.Ded 194866 DRnBe 001.dwg C5-1 Segmental Block Wall Section �ur.ra' Proposed 5[utVVdeNng g;,ly�y pN-- 4"Rephet. (2" Surface, 2" Birder) Yµ'rel ll/. Crt1• Ma 6 Claea TLYMiarr9rx �� From Eabdag Fdge Wdly Proelcr Oeneiq Roadway Widening Cross Section r se_ar .- - -ddnt - - - v. r g"dRcadvey Radius as Shown c., f 06,a y Grades shall be Dcelgncd Plans (25'Typ.) ''} n by Ergii,ear To keep -act Gredeeb all Pollomiv Dollar A General 5Tandard Driveway Detail . IV M-bAwr and A'ltunuan C—W— Driveway Sok3!32•=fro• b" compacted base ERtended T-O" beyond Ed a of Pavement q" HIAA{ F� Match Exl6ting slope IZ1Z-0`l nv r=1 S 1�0�J1'BTI�tl'u Iji-�{ j11�31•�••11�11 lllziil 11 i liu 31� - I i�J m -�i��i�l`--i'E7��T� I f-ilnl Roadway Widening• • TABLE 1- Rock Outlet Protection Apron Dimensions C-r56a c (Irehp) —5Ua M-, (Izhee) A,-largkh W, IIer.J Upaµum WUI1 'w (fast) 0-1—Th— WWth Wd (feat) t. Qncbra) Rote Oq (to.) 12 6 12 3 13 IB 15 9 11 16 45 1B 2A 20 0 B 10 5 W 2A 35 2a Q 20 6 n U 60 ]D Q ?2 T6 31 24 15 a2 ]:] 36 150 aE la :A 'l 2 - i# �f • B. -. •� r 1 , P.�!F c?�9:r•-.-".�. 'AE1f37J+w.."-IIEk�-aR!IE? 1}"Llp 22%—Goes Slope NOTES: 1. Apron length: Apron length (Le) shell be deumniried finee Teblel 2. Apron width: The apron width le based on the diame"er afthe Jbaharge pipe, (0) The apron J. WI be 30 at the upesroam end (W.I. and the drnvmtvem wdth (Wd) Mt ba equal to (0. L.). The apron shall- d ae the chenml bottom nd up aid; 9lopce far a minlmam WON, equal to the dw-er oh she File. (0) A AIIga,—n apronehallbeloceWeathat th—mm b,M5 in the ,r rital ellgnmam Theeprcnshouldbeb Moser Re ler.1 and0 cle9l-th al downstream and PFthe apron moat be the creme ea tAe elwetbn aftbe receMng channal t ground 6- Thicknes.s: : Tha The r required apron th 11 W le ahonT In Tabb 1 C. Gebla W,teena'rbla mat1r '. eueed It shall be marled NW twisted galvenired aucl wtrc. Gabbna shall a fnbrtcated In such a menmrthetthe edee, soda, and IW un be raee'tLd+s�ece.Mncdx rSe a•W .Wi9�1a36.'p�dn. Irk Lhlck 9. MAterlele: 0utlat mteatlan ma bod-m rockd sb n mattreaam u mneLruct W apron The reekehall comb, of B, d a— or . yMs.n um o The atom ehsI be herd and er uelernnd of. Ra.bsr wli n96s-W dF or ra, 01 bw:9.c•.rxre oramo,dr, bsMM1r WM prWAM nJsar +Y. V.Pary npsHV rtrd r ml�orGrg baro, IrM tiwtaFOw^ny bBeiy p.>:eBeM1Wk Jr IeiBg—IlCM dimenebn d ue4gr3e :6 n1 ra.:Pr:J :andaAe ceArsJ: dimembn Therfaifl) rr.b 9 c ♦MbanfaYa 1FM.01caetf .rd,WN (Blurfebdc)ohell be pbcad 11to rthaapron tad Lis undarp-I,q all W prevn,t all mow;merR lnu end thro,gh the dprap TABLE 2 - Required Rock Grudatinn to er,atar G kn o dv Y� t2"do 5'du M5 a24 m ■ � 45 IB 13 r 13 5 W 24 Is 4 &1 L iz 2A x a 22 y� w u sR u � • 2T an 4p a za Ds 5Q � +• :v m rt az x E,Istine Roadway surface to Remain Rigid Pipe swr GENERAL\07FS L BPDDDIGS UECLASSMWOSUORDW 6 FWALBACRFTTLNU UL. PAIT'D UM%S HAND, WGROLNDW&=IS ANTICIPATED. CAN BE com II' -A COHPACIPD-TD 95, TII. BPDDINGSH.{I].BECI_1S51-11i STANDARD PROCL'OR COhUPALl . 1VD9..5 WANDARDPIUOCDR (SEE SPI9CIFl1;AT1DN5 FOR GIIAD.ATIOPQ) T AIL NATERI.ALSARECLiSSIFIFDIN Ar=RDANM' %'ITH AMI D Z121 M. L ME.1 IL�G 6HALL BB WY]RNFD AROUNDTIW PIPEBBEL ATWXORIII 111UIDSAND fl All Mrll'6RIAISSHALI B6 INSTALLEDAN COhW CIEDT0,a-ROCW,I.B OR[I.{>SSD WITDIllhlb" LOOSE Lfl[NAD IV.A NCR C06@,\CIPDNtlS•/. PROCIO0. WlTHA91-6 AI CLISSD]ACVRDN W IAISOIM-RF.IMN\DACIPDNFAR T[lR ] INTDAI. RACh'F1115H.ITl.OP.OASSIA ROANPD OPIlh IU61 A1015)-L'RF.CONTI:NT B\' I IAND, OR OASS 1-0OR OASS II COAmALTFD TU 95'BSTANDAAD PAlXTD0. 9 FIILSALVAGED MORE MtS AIID 10r.10 BE f UGUP HAN@, OAGAW6AND AOf.1;5 4 ATMLRV:RFILLNUT LTIDF]IPAVLD AALA.S LAIIGliATHAN.I'. CAA`BE IU3 FI PRHInlAmncfEDn)91w.. S-IAhUARD OLIOR I0. ALLTRIINLH6tiU, DRA SS HALLBESIDPPD. SHORIfD,SHEN CON AMUD. W1 OT/R:R\Y:{SE 3 IINALAACI.'FIT NOH DIJPNOTFI, AND4I SEGMTTIO IN AND .IANO'RDIN OSHA NAWALTFD AS NfDFD 1N NO1F5] ANDd RF.GUIICATIO AND IACA{OAUINAPR:FS ISFF. STF.CIFICATIO\6) Storm Sewer Trench and Bedding fpNTBAflO0.5HALL ABFFJITp THE GEpT(!C]INIf_ALAEPDRT FDRTHBAIILI]RES IAGATFD INTHBT1I1551TE 1ND SH./I]. FOISDW YHIr-GF-DTPCH RI]COA@W]VOATIO.'IS I{1 J Edge oFRnedxey �6NILy � IJ ASLt� MBx �e l Roadside Ditch Cross Section �W�fw f z 5 a W Q � n a ^d Ca y V 00 4••( QO yy��F�� N (T _ � O 4-4 V V4ry e O an i-t 0 1--1 BLEW&ASSUCIATES,PA CK111.i ;GL4' m&I_kNDSLIUMI(M 524 W. SYCAMORE ST, SUITE 4 FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX 479.589 1883 WLVW,BLEWENC Un [pnDknc oT A aynrarkkt 14 I6yi Y[N S OR 19-M66 .wm.we 2019-08-28 Yw As\used 19-4%6 D-J, 001-dug C5-2 s VICINITY MAP N.T.S. z Attsmi—t-f fam,ghi(A hutsw praar to-% u.-urm urgrukry Gmva.W ,ton.n ,hc State One -Can sys[em acSltwheote dl usodrepaund utilities The Gonlnnttr ehdl rwti[y 11u Fng4rcer oTR¢cvd immedia[dvin the etrn[ d.t.lad¢tgntatd uWidcs are nor shown oo plan and; netenBsn �rh pnap4ard rfty works- • The Faryjn f trmed shag not be held tetpnasibk fnt survey imecundes, surety nmissinns, ne for design amt< or mislo—t"Uft hum> is.ccuna sotvty. ''',.�t X C-0—i.. f aatn.tat wad he endxvna, nAgme thar ht ateoadas� u:,h;pasvatlf e.tawftc pmtdas VW MIA ufctyasand Wk CumV-&. Cwtuaetue rW hi; Su&nntrxwa kbe rtl tul e W ullasre snk rvstt atKnpkxteapsnsihntyf KJ.! she werrtataadueirtRlhr a,.roe.af eunatructuattfahepmjer4lsrhshnK Futyuf atl pna.aa and prapers); u.rd,ia teg.her.�ent r1trG iK made rn apply waeiea.aedy sod a.t lanitrdm tammd uvskinglwura, mtd eanrtmnkn Gunrnelw rrd lilt S,thcwarasn.re [artlwr eglee w rkfttBL intlemedf.vod lipid 17edgrs Pmkaamal M1artalds lr.m asmaod al! FisibEav, rcd �r illrgttF in wn4ao-.ntrlch the praf.nr.xe uF snorkun rhiaymjter, ece� liaMTtgasisiryl rewa t1s¢ tuk iscy'iseme �fdeslgsspmfa»iwal x lrit dr twpwtn'lakx nfdte Cwttnevre sv n+is.aln an ersaitvs wrd xdimervetsnntd devien thawgh ill pF rn.l «action Bt.akivand aa9mntecwttrol drvkenmay nnp•be sem�nak up.n'Vf:.sn3ehasiun.[thc aia,e defln iby she Snfe'a Deprnenenr of F 'eunraenW Qvdn1 a Gtxrnl Pmnk f r Cwaimcl[.0. X The Co.—., is to bcsolely msponsble fur-y damage to ncighboring pmperdcs duringcusurroedun of this p'.j— x Tl-pw,�rtl a=t �al Fn sTd.t,T.. umh cwrrnty rptul ladwcyd�p nu ds dr. T6. 11.0 tKt of Rn.rd da.e rwe o arrant vry.entk.wnpletrd un she uakxi direct iwpa'swn Ly'the El�tstct arRicwta Oe pttspec endng by "o,, meGcd tpaali6ad hsapeman Ws naaaa der- dl pl.atcs erf wcwtslralvn X the C.rusxv n shag sesxr die rnnsrrutdna drrvmtnn Print to urymo.wcdtrty rat tntiy tlse��t td Rrrurd Let W akty upyn tfistraaytr ufmt dacupuneka tlsst m.y--tm the dmu9e� AR rrnlr ilsdl deusna, ua I salt rime Put doe Fiip ra —of R-nal hn eeatdard uW Aft.T cy. X TI•cCn.ttawshag be rapnmsible For disp-1 of ennstmction Hasa m toride kKhdiw but ml bndkdm J-41 ,m mutedais, debris, wnnminat«I will / marernls, ea. in alaw}td maniac, a Epee aml Ftderally aetepied dapoul tifay. X The Coutractur ismsp.mibinfor obtaini,`g and wnsmrcting inacwrdance with the stricxr uF. that -.—do. dncumann and any atmestcd d-As & xpedfinti—; uud all municipalities / gnecmiag ugend&.—dards wad sptdRndow fat wrnmstdon X This dnving set and assotiemd site, gnd'usg, utility, etc puos are mpmsentadoas of the cous—rion dap . cud shag nut be stied to dcn,om. dimwsiuns. A Tract Of Lad Mng A Pan Of The Sowh=n Quarter Southwest Quarter, Section 16, Township 1 South, Range 13 Wnr. PulmM County, Arlutmos, Described As Follows: Comrlaeote At The Southwest Cotner Of The &tutkweti Quasrct OrSaid Section: North 02 Dry¢ce4 25 dfuwhn 35 $ tcwids Past 238.45 Nor To A Paint; Thence Lcatiog [t4'est imc Of SiM Section , South 88 Dgaccs 30 hliaula 46 Scaands East 45.4E 1-=tTo A Pulnt Cho The Fist Right Off line of Viay Ridge Road, Said Point Icing The Point Of Bg0nnirZ Then, Hong Said It OL Wxy 1n1c, � iotth f12 Dtgras 33 ilfinures 42 5uarsri5 %st a90,IX1 t:xs To A 1 v- ihutcr, [civirwg- Right CyF�Vay LIpF 5aHsth 87 Dcgreu 1 B Minutes 36 Scwnda Easr, i7G10G Fees Tv A Point Oa The \w•dtwxstrrly Sine Of ftirh Spriop Srttra; Thrace South 47 Dcpm 02 hitttutcs 07 $ccoaxLc VCur, olio Said Nvsthwcsnrly Line, 399.75 Fcet To A Point; Thence, 4 �tty, Sold'.., tstcrh• l�nc, t�gnh 88 ces 30 �Gnttres 46 Seconds. Wvv, 196.03 Fcct Back To The Puinr 4f It[2ani0& Said Tract Cuntaioing 96r%7 Sgua Peer Oc 2115 Acre Sfore ()r Lou, -D-F. I/ELOPMENT PLANS FOK- No. 15,14 . z Dollar General of Alexander., AR lllttil�• Vim Rid le Road9 'nzosBE'� ��ZS Alexander Arkansas Hg i wee � 'Contact Information: Sheet Index DEVELOPER s -cr Utility Company PB Gcn.nl Holdings (Little Rock), LLC Little Rock Wnst—r untie 5110 Talley Road Vince Huth. CIVIL. PTANS Litt], Rod, AR 72204 11 Clnewuec Drive Pk (501) 219-8899 L3tdt Rud} At 72204 Cl Cover Sheet 08/28/2019 (n) 501-6BB-1452 CIVIL ENGINEER: Steven.hunbQkwrawm Cl-1 Dollar General Standard Notes 08/28/2019 Bka• & Aseonta, PA 3625 N Shiloh Drive Electric: C2 Site & Utility Plan 08/28/2019 Fayetteville, AR 72703 EnargyArkansas Ioc Ph: (479) 4434506 Bernard Nwme¢r C2-1 landscape Plan 08/28/2019 Fax (479) 582.1883 425 W. Cap! . ] A— tildeRod,Ar72201 LAND SURVEYOR (o) 501-954-5758 C3 Demolition& Erosion Control Plan 08/28/2019 I. Rkw&Assocaas,PA B.aan6 0mtmgy.wm C4 Grading&Drat Plan 08 2 3825 N Shiloh Dritc Wage / $/2019 Ph(47y)49) 4 43a5o6 r-wtap.int Energy AR 72703 r»s: Ph: C5 Dollar General Standard Details 08/28/2019 (a Fax (479) 582-1883 Edwi. R.ddg.aa C5-1 - C5-2 Details 08/28/2019 401 W. Capitil Ave ARcr-DTECT: Little Rna, At 72201 ALTO SURVEY Bartktt Arrhitennre, lot 501-377-4751 603 Highway 5 N.nh Benton, AR7ZO19 Tdephune: Ph: (SDI) 79"446 An 1 Survey (by Blew & Associates, Inc) 07/07/2019 94�4 Fax (501) 7944449 Chds Keithley 11 I I Capiwl Ave. Ruom 405 WATER link Rnck Arkansas 72201 Arkansas W.-W.-501-773-G594 Jas.on.. Lowder 1 221 F_ Capiol Ave. (J1_ Litdc Rock At 72202 s 501-377-1245 C- Tvpical Abbreviation List: a RCP R.cinf teed Covent Pipe TC T.p of Back of Curb (Spot El—ti-) Chip C,,-%a¢d Mead Pipe G Gutmr / l —ro nHuimalk (Spot Eln�dnn) HDPE High Deusity P.I,vhykne pipe •IW Top ofW.11(Spot El —don) SLMP S—,h Lin. Metal Pip. BW Botmm of Wag at G.& (Spot FJcendnn) PVC Polyvinyl Chloride Pip. HP NO Pin' (spur Flmad.n) DI I9vtele hun Pip. LP Low Puint(Spot Umtion) J-Bus Janniuv Boa TS Top of B.. (Spot El —dun) PES Fb d Ed Section BC Back of Curb RW Retdnivg Wall PC F;—fCorb HW Hod Wall PH Fim Hydrant Assembly wW Wiog W.R GV Cntc Valvc AE Access E—t h1J A[echnnicalJ.int DE D d-W Easmteat N North TICE Trntp.taq Cmcvucdoa Easernatr E Ease UE Utility E—, W West BS Buildivg SetMck S Somh U Cd aj t 0 u N py'-2t N ? J H O > O N rE 3-1 N C� u �1 O V v 0 BLEW&ASSOQATES,PA CIMENGRQ® &LAND SURVEYORS 3825 NORTH SHILOH DRIVE FAYETTEVILLE, AWCANSAS 72703 OFFICE: 479.443.4506 FAX; 479.582.1883 www.BLEWINC.com Cetriflntr .f-Aurhrvinrhm A: 1534 v 2019-08-28 w,n, 19�tX6G . ran,. J.Om ,.•,•. J. Du Qua ZZ19-4866 L-iA 001 (-rW.rk.dwg C1 GENERAL CIVIL SITEWORK NOTES: C. SITE PLAN GENERAL NOTES: D. SITE PARKING LOT: 1. THE CIVIL SITEWORK DRAWINGS IN THIS PACKAGE ARE PROVIDED TO INDICATE MINIMUM STANDARDS FOR DOLLAR GENERAL NEW STORE DEVELOPMENTS IT IS NOT INTENDED, NOR WILL BE ACCEPTABLE BY DOLLAR GENERAL, AS FINAL CIVIL SITEWORK DRAWINGS AND/OR SPECIFICATIONS FOR NEW STORE SITE DEVELOPMENTS. COORDINATE SITE SPECIFIC PLANS WITH ALL DISCIPLINES 2 PRIOR TO CONSTRUCTION DEVELOPER SHALL PROVIDE DOLLAR GENERAL ARCHITECTURAL AND ENGINFERNG DEPARTMENT A COMPLETE SET OF CIVIL SITEWORK DRAWINGS STAMPED BY A CIVIL ENGINEER LICENSED IN THE STATE IN WHICH THE DEVELOPMENT IS PROPOSED. DOLLAR GENERAL SHALL APPROVE ENGINEERED DRAWINGS PRIOR TO DEVELOPER STARTING CONSTRUCTION. ANY MAJOR MODIFICATIONS OF THE DRAWINGS, AFTER INITIAL APPROVAL, SHALL HE RESUBMITTED TO DOLLAR GENERAL FOR PRIOR APPROVAL ANY CHANGES MADE THAT ARE NOT APPROVED BY DOLLAR GENERAL ARCI TIECIURAL AND ENGINEERING DEPARTMENT, MAY NOT BE ACCEPTABLE, AND MAY REQUIRE RECONSTRUCTION. 3. A BOUNDARY AND TOPOGRAPHIC SURVEY SHALLBF. INCLUDED IN THE CIVIL SITFWORK DRAWINGS SUBMITTED TO DOLLAR GENERAL THE DRAWINGS SHALL BE STAMPED BYA PROFESSIONAL LICENSED SURVEYOR REGISTERED IN THE STATE IN WHICH TIIE DEVELOPMENT 1S PROPOSED. TOPOGRAPHIC SlJIIVh'Y SHALL SHOW UTILITIES (ABOVE AND UNDERGROUND) AND EXISTING GRADE CONTOURS AT ONE FOOT (1) INTERVALS. TOPOGRAPHIC SURVEY SHALL, EXTEND BEYOND TI-m- PROPERTY BOUNDARY AS RFQUULSD TO SHOW LOCAL STREETS, NEARBY INTERSEC IONS, ADJACENT DITCHES, ETC. AS ITEMLS PERTAIN' TO MW DEVULOPMENT. A A UTILITY PLAN SHALL BE INCLUDED IN THE CIVIL SITEWORK DRAWINGS, THE PLAN SHALLINCLUDE UTILITIES REQUIRED FOR BUILDING SERVICES AND ANY UTILITY MAIN IMPROVEMENTS THAT MAY BE REQUIRED. UTILITY DETAILS SHALL BE INCLUDED IN THE DRAWINGS UTILITIES SHALL BE DESIGNED AND INSTALLED INACCORDANCE WITH ALL JURISDICTIONAL REQUIREMENTS S. DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR ANY NATIONAI, STATE AND/OR LOCAL STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENT& EROSION CONTROL MEASURES SHALL BE INSTALLED AS REQUIRED TO INSURE THAT NO SEDIMENT IS CONVEYED OFF THE SITE TO ADJACENT PROPERTIES. AT A MINIMUM, CONTRACTOR/DEVELOPER SHALL SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS. A SUITABLE STAND OF GRASS SHALL. BE OBTAINED AT All, UNAPPROVED AND NON -LANDSCAPED ART -.AS. 6. PROVISIONS FOR LOCAL AND/OR REGIONAL IANIDSCAPING REQUIREMENTS, INCLUDING LANDSCAPING IRRIGATION, ARE. NOT SHOWN ONTHESP. DRAWINGS. DEVELOPER SHALL PROVIDE LANDSCAPING IN ACCORDANCE WITH JURISDICTIONAL REQUIREMENTS 7. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE N NTMUM REQUIREMENTS DEVELOPMENT SHALL BE N ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT- ACCESSIBILITY GUIDELINES. 8. PRIOR TO FINAL ACCEPTANCE OF STORE. BY DOLLAR GENERAL, THE. SITF. SHALL BE CLEAN OF ALL DEBRIS AND TRASH, 9. DEVEU)PER 5HALL OBTAIN ALLJURISDICDONALAPPROVALS AND PERMITS REQUIRED FOR THE DEVELOPMENTT. 10. WHERE OFFSITE WORK IS REQUIRED FOR THE DEVEI.OPNMENTT, SUCH AS DOT STREET IMPROVEMENTS, UTILITY IMIPROVEMINTS, ETC., DEVELOPER SHALL INCORPORATE THE IMPROVEMENTS AND/OR OFFSITE DESIGN DRAWINGS INTO THE DOLLAR GENERAL SIFEWORK DRAWINGS. 11. DOLLAR GENERAL MINIMUM PAVEMENT RECO2XNINDATIONS MUST BE MET. DEVIATIONS WILL REQUIRE A GEOTECHNLCAL INVESTIGATION INCLUDING DESIGN RECOMMENDATIONS AND APPROVAL BY DOLLAR GENERAL ARCHITECTURAL AND ENGINEERING DEPARTMENT. B. SITE ELECTRICAL AND SIGNAGE GENERAL NOTES: 1. UNDERGROUND ECL•CIRICAL SERVICE IS PREFERRED FOR DOLLAR GENERAL DEVELOPMENTS. TRANSFORMER PAD DESIGN SHALL BE PROVIDED BY ELECTRICAL UTILITY PROVIDER AND SHALL BE BOLLARD PROTECTED WHEN LOCATED INA HAZARDOUS AREA- 2- SITE LIGHTING SHALL BE DESIGNED TO PROVIDE A MINIMUM OF TWO FOOT-CANDLES AT THE PARKING LOT AREAS, BUILDING ENTRANCES, DUMPSTER AREA AND TRUCK DELIVERY AREA. THE OUTER PERIMETER OF THE BUILDING SHALL BE LIGHTED FOR SECURITY. SITE. LIGHTING SHALL BE INSTALLED ALONG THE WALLS OF THE BUILDING AND POLE MOUNTED AT THE PERIMETER OF THE PARKING LOT. 3 REQUIRED POLE MOUNTED LIGHTING 25' HEIGHT POLES WITH I,OW WATT METAL HALIDE HEADS. 4. REQUIRED WALL MOUNTED LIGHTING: 400 WATTMETAL HALIDE WALL PACKS. 5. REQUIRED BI-DIRECTIONAL SFCURITY BULLHORN LIGHTING: 400 WAIT METAL HALIDE. FLOOD LIGHT WITH CUT OFF SHADES. 6. LIGHTED PYLON SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO) LOCATION OF THE PYLON SIGN BASE. BURY CONDUITTo PY LONE THE CONDUIT IS TO BE I" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP 2-POLE BREAKER AT THE PANEL A TEMPORARY Y TALL WRING STAKE SHALT. BE PROVIDED AT THE PYLON SIGN LOCATION UNTE THE SIGN IS PERMANENTLY INSTALLED, 7. LIGHTED BUILDING SIGN: PROVIDE CONDUIT FROM ELECTRICAL PANEL TO THE CENTER OF THE SIGN CANOPY. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF 10/2 WIRE WITH GROUND AND A 20-AMP bPOLE BREAKER ATTHE PANEL HLILDNGCANOP]'MUST BE 5UFFIC1EN111-BUILT TO SUPPORT THE DOLLAR GENERAL SIGN SIGNWE:IGHTUPTOI,400LBS. NOTE: IF THE LEASE SPECIFIES A 5-0" X 0-0"BUILDING SIGNOR 24" (OR L ARGEN LETTER SET, WITH TWO - 10/ 2 WIRF. WITH ROUND AND TWO 20 AMP FUSES THE. BUILDING CANOPY MUST BE SUFFICIENTLY BUILTTO SUPPORTTHE DOLLAR GENERAL SIGN. 8. UNDERGROUND ELECTRICAL SHALL BE PROVIDED TO THE SITE LIGHT POLES. R THE FINAL PYLON SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY. 106 DOIJAR GENERAL VENDORPRICING FOR LIGHTING WALL PACKS AND POTS LIGHTFIXTL'RFS ARE. AVAILABLE FROM: HARRIS LIGHTING AND NESCO LIGHTING, REFER TO VENDOR LIST. IF STANDARD DG LIGHTING DOES NOT MEET JURISDICTIONAL REQUIREMENTS, CONTACT HARRIS LIGHTING FOR ALTERNATIVE SITE SPECIFIC PHOTOMETRIC CALCULATIONS. I. THIS SITE PLAN 15 BASED ON MINIMUM REQUIREMENTS FOR SITE ACCESS, PARKING AND FREIGHT DELIVERY. DEVIATIONS FROM THIS PLAN SHALL INSURE PROPER SITE ACCESS FOR DOLLAR GENERALS FREIGHT TRUCKS DURING NORMAL BUSINESS (OPERATING) HOURS. ON -SITE DELIVERY TRUCK MANEUVERING G PATHS SHALL BE DESIGNUTILIZING DOLLAR GENERAL'S 73-FOOT LONG FREIGHT TRUCK PATHS SHALJ. BE UNOBST'RUCT'FI) AND FREE OF LANDSCAPE ISLANDS, SIGNS. LIGHT POLES, BOLLARDS.E•TC HEAVYDUTY PAVEMMENTIS REQUIRED ALONG THE ENTIRE DELIVERYTRUCK (MANEUVERING) PATH, Z SEE SITE- PLAN FOR MINIMUM AMOUNT OF PARKING SPACES REQUIRED FOR THIS DEVELOPMENT, WHICH INCLUDE 2 HANDICAP ACCESSIBLE SPACES. THE NUMBER OF PARTING SPACES SHALL BE INCREASED AS REQUIRED BY JURISDICTIONAL REQUIREMENTS, IF ADDITIONAL PARKING SPACES ARE REQUIRED OR PROVIDED, THE. TOTAL NUMBER OF H.C. SPACES SHALT, BE INCREASED N ACCORDANCE. WITH ADA REQUIREMIENTS. 3. STANDARD PARKING SPACES SHALL HAVE MINIMUM SIZE OF 9'X W UNLESS LOCAL JLIUSDICTION REQUIRE LARGER SPACES PARKING SPACE STRIPING SHALL BE STANDARD 90 DEGREE STYLE MINIMUM SIZE OF HG PARTING SPACES AND ACCESS AISLE ARE SHOWN ON DETAILS 4. PANTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE YELLOW FOR ASPHALT PAVEMENT AND CONCRETE, PAVEMENT. COLOR FOR PAINTED H.C. ACCESSIBLE. PARKING SPACE. STRIPES, ACCESS AISLE OR ISLAND STRIPES, H.C. SYMBOLS, SHALL BE PAINTED PER THE REQUIREMENTS OF THE AUTHORITY HAVNGJLRISDICIION. BOLLAEDSSHALLBEPAINTEDYELLOW, PANTSHALLBE REFLECTIVE TYPE S. PANTED FIRE LANE STRIPING OR PAINTED CURBS SHALL BE PROVIDED AS REQUIRED BY JURISDICTIONAL REQUIREMENT& & CONCRETE PARKING STOPS SHALL BE USED ATPARIING SPACES ALONG THE OUTER PERIMETER OF PARKING LOT WHEN CONCRETE CURBS ARE NOT USED. 7. CONCRETE PARKING STOPS SHALL NOT BE USED AT THE FRONT OF THE BUILDING OR ALONG THE PERIMETER (ADJACENT) TO THE BUILDING. 8. THE. SIDEWALK AT THE. FRONT OF THE BUILDING SHALL BF. A MINIMUM OF 9.F`FF.T WIDE. THE SIDEWALK SHALL INCLUDE A 10-FOOT MINIMUM WIDE ADA ACCESSIBLE RAMP CLOSE TO THE STORE MAN ENTRANCE SIDEWALKS ALONG OTHER SIDES OF BUILDING SHALL BE MINIMUM T-6" WIDE SIDEWALKS ADJACENT TO BUILDING SLABS SHALL HAVE SEALED ISOLATION JOINTS AND SHALL BE 6" HIGH ABOVE EXTERIOR OR PAVEMENT FINISH GRADES. ALL EXTERIOR SIDEWALKS SHALL HAVE A BROOM FINISH. 9. PORTLAND CF.MENTSIDEWALKS SHAIJ. BE MMMMUM 4" TRICK WITH A 6"HIGH CURB AT ALL PAVEMENT TRANSITIONS,USE WELDED WIRE FABRIC REINFORCING. 10. THE PREFERRED WIDTH OF SITE CURB CUTS IS 36' WITH ONE ENTRANCE LANE AND TWO (AIGHTTURN AND LEFT TURNI) EXIT LAMES. 11. DRIVEWAY CONSTRUCTION WITHIN ROAD RIGHT-OF-WAYS, INCLUDES RADIUS SIZES, PAVEMENT MARKINGS, DRIVEWAY WIDTHS, F.TC., SHALL BE IN ACCORDANCE. WITH JURISDICIIONAL REQUIREMENTS 12 A25'M(.NIMUM RADIUS SHALL BE USED FOR DRIVEWAY TURNOUTS AS SHOWN ON PLAN. 13- SITE PLANS SHALL UTILIZE DOLLAR GENERALS PROTOTYPICAL BUILDING DESIGN WITH 13"" BY 7I7'0- DIMENSIONS. SHOULD SITE CONSTRAINTS NOT ALLOW THE PROTOTYPICAL BUILDING DESIGN, DEVELOPER SHALL. CONTACT DOLLAR GENERAL SITE COMPLIANCE COORDINATORS FOR OPTIONS AND APPROVAL. GROW BUILDING OUTWARD IF NECESSARY TO MAINTAIN CLEAR SALES FLOOR AREA AS SHOWN ON ARCHITECTURAL DRAWINGS, 14. THE BUILDING MAIN ENTRANCE SHALL BE ORIENTED ON THE 51TE TO FACE THE MAN ACCESS ROAD, PARING SHOULD BE CONCENTRATED AT THE FRONT OF THE STORE 15. THE ALTL'AL. LOCATION FOR THE PYLON SIGN SHALL. BE SITUATED FOR OPTIMUM VISIBILITY ALONG THE. MAN FRONT TRAFFIC CORRIDOR, 16. THE LANE OR DRIVE BETWEEN PARKING SPACES SHALL HAVE A MINIIUViM WIDTH OF 36'WHEN LANE is HEAVY DUTY PAVEMENT AND USED FOR FREIGHT TRUCK MANEUVERING, THELANESHALLHAVEA MINIMUM WIDTH OF 24' WHEN THE LANE IS CONSTRUCTED OF STANDARD DUTY PAVEMENT AND NOT USED FOR FREIGHT TRUCK MANEUVERING. 17. BUILDING CORNERS ADJACENT TO PAVED AREAS SHALL BF BOLLARD PROTHCIFJ), ABOVE. GROUND UTILITY APPURTENANCES, SUCH AS METERS, TRANSFORMERS, FIRE HYDRANTS IN PAVED AREAS, ETC SHALL BE BOLLARD PROTECTED. 1& DOWNSPOUTS SHALL NOT BE ALLOWED TO DISCHARGE ON CONCRETE SIDEWALKS. SEE CIVIL DETAIL 19. DUMPSTER AND DELIVERY PADS SHALL BE CONSTRUCTED OF CONCRETE AS DETAILED ON THE DRAWINGS AN PNO.OSURF.SHALL BE PROVIDED ON THE. DUMPSTER PAD IF REQUIRED BY JURISDICTIONAL REQUIREMENTS. OR IF VISIBLE BY CUSTOMER TRAFFIC OR ABUTTING RESIDENTIAL SANITARY SEWER AND DOMESTIC HOT WATER SHALL BE PROVIDED AT DUMPSTER AREA IF REQUIRED BY JURISDICTIONAL REQUIREMENTS. 206 PUBIJCSAN'lTARYSElFURCONINEC)ION REQUIRED. 21. SEPTIC SYSTEM NOT ALLOWED UNLESS WRITTEN APPROVAL. IS OBTAINED FROM DOLLAR GENERAL. 22 HOLDING TANK SYSTEMS ARE NOT ALLOWED 21. LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR GENERAL APPROVAL. 24. EXTERIOR WALLS AND FOUNDATION SHALL HAVE WATERPROOFING. 25. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON -PAVED AREAS. 26, ALL DOWNSPOUTS DISCHARGING ONTO NON PAVED AREAS ARE TO HAVE A MINIMUM FIVE FO(TI' PERFORATED LANDSCAPE PIPE STRAPPED TO A MINIMUM 12INCH X 24 INCH CONLRRETE SPLASH BLOCK 27. FINISH FLOOR TO BE A MINIMUM OP 12INCHES ABOVE 100 YEAR FLOOD PLAIN. 2& IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEENTENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT PRIVACY FENCE IN ACCORDANCE WITH TENANTS PROTOTYPE C.RLTERA SET PLANS AND ANY APPLICABLE GOVERN MENTAL AGENCIES 1. USE PAVING SPECIFICATIONS NOTED ON DETAIL SHEET UNLESS A CERTIFIED GEOTBCH REPORT SPECIFIES AN ALTERNATE REQUIREMENT (SEE DETAILS) AND IS APPROVED BY DOLLAR GENERAL 2 PROVIDE PARKING VAT IN GOOD CONDITION, PROPERLY STRIPED PER SITE. PLAN WITH YELLOW PAINT. SEE SITE PLAN FOR MINIMUM AMOUNT OF PARKING SPACES REQUIRED, INCLUDING A MINIMUM OF2 HANDICAP ACCESSIBLE SPACES (PROPERLY MARLED, SIGNED, AND ADA GOMPIJANI). 3. PROPER ACCESS FOR DOLLAR GENERAL'S FREIGHT TRUCKS (FREIGHT TRUCKS ARE APPROXIMATELY 73'4r IN TOTAL LENGTH) ARE REQUIRED DURING NORMAL BUSINESS HOURS THIS INCLUDES ATRUCK PATH THAT IS FREE OF LANDSCAPE ISLANDS, SIGNS, LIGHT POLES. AND OTHER BARRIERS WHILE MAINTAINING WIDE RADIUS CURVES ON ALL ENTRANCES AND EXITS. HEAVY DUTY PAVING CLEF. PAGE C4 FOR SPECIFICATIONS) REQUIRED FOR TRUCK PATHS. 4. PROVIDE PROTECTION (BOLLARDS. GUARD RAILS, OR EQUIVALENT) FOR E+ ECTRLC, GAS, HVAC, AND WATER METERS THAT ARE IN POTENTIALLY HAZARDOUS LOCATIONS. 5. CONTRACTOR WILL COMPLETE ALL SITE WORK: FINAL GRADING, LANDSCAPING, SEEDING, PAVING, RETENTION, AND REMOVAL OF DEBRIS. G. ROUTE DOWNSPOUTS UNDER SIDEWALKS AS DETAILED IN DETAIL SHEET AT ALL SIDEWALK LOCATIONS. 7. PLEASE NOTE THAT THERE SHOULD NOT BE ANY PARKING STOPS LOCATED DIRECTLY IN FRONT OF OR DIRECTLY ADJACENT TO THE BUILDING. B. EROSION CONTROL AROUND PROPERTY IS REQUIRED BY CONTRACTOR 9. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING ALL VEGETATION AND REGIONALAPPROPRIATE LANDSCAPING. ALL LOCAL LANDSCAPE REQULRlaWN SMUST BE I'llm Ili THE GRADE FOR THE PAVED TRUCKRF..CEIIVNG LANE IS NOT TO EXCEED 25. IF THIS CONDITION CANNOTBE MET, NOTIFY DOLLAR GENERAL IN WRITING WITH PROPOSED GRADING PLAN FOR APPROVAL It THE GRADE FOR THE PAVED PARKING AREA IS NOTTO EXCEED 3.5% IF THIS CONDITION CANNOT BE MET, NOTIFY THE DOLLAR GENERAL_ARCHITEC URALAND ENGINEERING DETARTMENTIN WRITING WITH PROPOSED GRADING PLAN FOR APPROVAL 12 THE CONCRETE DELIVERYTRUCII RE(Z'MNGPAD MUSTBE A MINIMUM OF 167C76. THE CONCRETE PAD MUST SLOPE AWAY FROMTHE BUILDING AT I/V PER FOOT. 13. THE CONCRETE DUMPSTERPAD MUST BE A MINIMUM OF IS' X 18'. 14. IF REQUIRED, THE DUMPSTER ENCLOSURE MUST BE ALB' WIDE BY 12' DEEP AND HALVE WOOD FENCE ON SIDES AND REAR WITH CHAIN LINK GATES AND PRIVACY SLATS AS A NINIMUM BASIS OF DESIGM 15. CURBING OR CONCRETE PARKING STOPS SHOULD BE LOCATED AT PERIMETER PARKING ZONES ONLY. 16. LANDSCAPING AND SITE WORK SHALL BE FREE OF DEBRIS AND IN LIKE NEW CONDITION. SECURITYFENCING: PROVIDE'i'1 WI.W WHEN THE STORE IS DEFINED AS BOTH SELECTANDIITILT NNNLEASE. 1. FIRT1VLDli 691,I:IIA XW-M HIGH 6 GAUGE CHAIN LNKFENCNG. 2. SCIiF VIM40GALVAN[Y.ED 3. PRONDEPOLYI..0 YLFiNF.771P.R6iO PRIVACY9 COLOR TO MATCH BUIIDINGWITH UV INHIBLLDRS USE WHEN UNITS ARE FACING RESIDENTIAL A PROVIDE (2) -W GATES WITH COMOIE E DUTY HINGES AND LOCKS, FRAMES TO BE SAME AS TOP RAIL S. MAINTAIN A MNIIUMO • IN-BETWEEN UNITS AND FENCING. 'G L4 TO BB V M. DE OF TF FACE OF CONC . ADJUSTPAD AND FENONIGDI ENSIONSA GI.Y. 6. PROVIDE R COIL FULL LENGTH OF FENCING, IV DAMfETEIL, GALVANIZED. 7. RM NOT APPLICABLE TO THIS PROJECT ADI, CONTRACTOR IS RESPONSIBLE FOR VERIFYING GRADE BEFORE AND DURING CONSTRUCTION CONTRACTOR IS ALSO RESPONSIBLE FOR SHORING AND ENSURING THAT THERE IS NO SLOUGHING OF ADJACENT PROPERTY UNLESS OTHERWISE APPROVED IN WRITING BY THE ADJACENT ROPERTY OWNER. i_ '5 fl -1 T r 0 ti d aD+ O z r HC� V 0 0-� 2 BIMV&rL�PA C ,FNGINFFRS&LANDSURVEYORS 3825 NORTH SHLLOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX:- 479.592.1883 -m.BLE\VINC.-. Cc..�Aca.e nf.AwMdz� Lm 161334 ue.n J.OR n..wu 194866 ..m..."oen 2019 N-28 M N.- +mac. 114866 Ch-il 001 d-9 CAL-1 flv I X I E � �arckimc+owu AprvV4,t [pp/Ly-M.j` PAYING 'Nat A� ly .5/B"RE3AR �I RM u- 4fI= 5' I� Z 5 A7'Fi'W E S 87e20'25" F' HrNy artr N GRAPHIC SCALE t �f W E ( LNIFEET) t- o -W1WYa below. f Cal f Won you dig. 1 2I X — X — X — X — X — X — X — X — X — X — X — X — X — X — X — X — X — X -� 14' LAND U_5E BUFFER iIl.Q6'[� f +/ /+; `\ /r LOTW Sub ecgqt Pro Bit Ar1Ja' + / IRISH SPRINGS ESTATES PH 16'045'Mb Cone. Pm ForDvnp,mr Arra 16-0, 2.R15 Acres+I' 96,467 Square Feet +I- J + r +,, 3 � IS'at6 Min Cox Pad For ReccWl"g Aroe }%�� rr \ +/�j��- era �sa�k \ .\� , '•� rrar'}w ec ••`` J 1 Rdu[N To Decrbn ( P"W rW 12"ADS Ppe d6) Y• ��`G/ \ n ./ \ Iw EiEe NlGml . ]IBC / } l y ELEV 14'�UNn • 3t1 ]Y �•\� (Try PROPOSED RETAIL STORE ,� ,i /+ 76'-0" x 140'-0" � 4� / + W/ VESTIBULE /n LaY l � •ter 1R16H SPRINGS ESTATES PHASE 11 J% �t (HVAC UNITS ON ROOD /} /(D ®}LQ X— X-______--_____ f N e•c-0 5a1 a0.1. wl Cl:an G� 61000.C. SS a+1r� l r , / SS �25' BUFFER FOR SCREAM / f • f / f LOJ-31 s IRISH SPRINGS ESTATES PHASE II 66•RE&:R �]fl,{6r 19603'(m) N 0°3(136"W 24i.5lYdJ s9 I Prth9 L1G1aip el,! TO C'JLYLRt - *--5 - w'LrtwiuDra55eta . { y:Dr�Pn08L71D t[s � LU.Wt'Pi�;sTALL Ytlf F' ___. .1� 5 - HANPFAI'-' l 1 �. DWVSite � eel E�EV •�'•r -3f]Ep d1f ELEV i'A=51j 31d 0] �'iT7 1 Informal-li", Isitc Plan Notes: PROPERTY INFORMATION SN-0a r..rrf„Yrw s[r;,,, in.ss tin n.a 96,4676E 221 a 5N-0G ^'4WePeir, dYe'bv 5[npeo,2-0'oc ®45' w nd n.aiola Ro ar: W 0 0.IXl 5N-G] ^"War L.nr supne-PmMu.T.cc Jn Sire nra .005E 96,467 sf .nuc 221 sere Su-0B (fie Plan for LagU�aM COIorJ ^'war oo�s,rlero5upiy-Pm M UTCO SITE INFORMATION (See PWn'o. LagN+m CobrJ 'end Partd:4¢ 20,636.45 sf (147 ae s)J-t2 A-rea.r.:e—pm5idc.nr. 'udsdl-.lit Arc. 1,834.59sf 0.04a1c Eli) Eegvcr Pn.rmmc 1d awMgR.Lrci 9'IW-O r U21 acre -md Impervwa, AIr� 31,571,04 sf 36 BP -d Pcmd Arm: 54,241.96.,f 632p YELLGYI CURBINuA 5URFACE55HDULD BE GLEAN A W. METAL 5UI:FACE5 BGLI^R% SEryW 2 FREEDFF 5HEK MLIJAM5-rX HALL rnruNG Wr ecrwEzfLATS of sHERwr+w1LLJAMs-tEM aDaD ALRYLIG ALAYD ENAMEL 5AFETY YELIAy B55Y'. !]D ST "N" SLRF:e 5i-ziULDBEGLFA`JADRY.Wr WAT51F N PAR4NG LOT W:LLIAM5- PRO MAR TRAFFIC MARMNG rNNTYELLDN M34B3 HAN1K15TRI1iW 51JRFA 5110 W EIECLEANADRT.TOI`WATSHERWIN PARVNG LOT mt-5-PRD MAR T, r MARFJNG mr, BLUE I X Dlm6nslone are measured from the Face of Curb. the Edge of Pavement, the Edge of 51dcwalk the Faoe/Cvm,r of the BUllding(s) orthe Center/End of Stripe X All radii shall be 4 foot at Face oFCunb unless otherwise sp- A x Layout of Site Plan is Dazed on end Ilmited W survey irdomeatlon X All Curl, d GutZer shall be 24" wide per detaA sheet. X All Pavement Marking shall We applied In accordance ntth the requlremerrts outlined in the most eurrene edttlen of the "Ma—1 an Unlform TraHlc Cerrtrol Devices' (MUTED). X All 5lgns. Traffic Cmrool Devices, etc. shall follwvthe guidollnes efthe MUTED. X The Contractor ahall refer u the Arohlk a raloi.,Anlye for Building Floor plans and Dimensions. Wall 5ectivns, Door Openlrgs, ft!WL g . Utility Entrance Paini», etc. The Corrtrector shell lmmcdlrr gratify The Architect and Engineer in the everrt that the Civil 51te Plans Buildiry Layout does rot notch the Archft--=. al drawings. X All Fardlwp spaces shall W stnpnd / marked In accordance with the handlcap striping detail X All pavemera Indicated shall be standard duty bitumi— pavement unless otherwise noted on plan. The pavement ohall be conot—tied In wrdance With the pavement se6tlnn deeall. X h, is the Contractors respan Wityu wlculau construction staling coordinates accordlrg u the dknensio[Is shown an these plant. The Corrtracur shall verify the accuracy of the wordnates shown on the plane and no* the Engineer of any Irregularities before evnet—Uon startrs. X NI ramps shall have detect bL- truncated dome pencils per A RA and dbj sUeV lriD and the kW shut ttures ��---- Onalte Property Llre Offelee Property Line RIght Way Line -- 5etback Llne ------ Eazemer2 Line Zoning U." ti 5treet/Drive CenuHire Curb And Gucter (See Site Plan For Size) Thlckened Edge Of Pavement Edge OF Gravel Flfelars Striplrg © Aaphalt Pavement (See Detail Sheer For Pavement Ssotl—) C--to Pavenim (5ee Detail Sheec 0 For Pavement Sections) LSidewalk © (See rte Plan For Dimcnsiore) (S 5 General Fence Line X (See Plea Far Type) —O—O— Chain Link Fence Line Board Fence Line msrA[Fs Parking Couircer ® ® E ® El m Storm Ge h D-m(s) . � Ra Irlrg Wall See UTILITY PLAN for More hAormatlon Gate Valle Flrs Hyd ane Assembly ® Water Meier - Single ® Waur Meter- Double 0 Sanitary Sewer Manhole o Utility Pole 0 Light Pale Note: ' 5ee Survey For E Vng Features Legend • See Lover 5heet For Abbredatlon Llah t t 2 3 p 0C 6 a o O r { J, 3825 NORTH SHILOH DRIVE FAYETiEVILLE, ARKALNSAS 72703 OFFICE 479.443.450E FAX 479.582.1883 a1LmaBLFWINC.com Cerlifi.m oF.Aurhuriz riun NL 1334 w.svnw 1.0n, 19-41166 costa 2019-08-2g As Noted 19-066 Ci it 001dwg W x ``��""""�� x E2 J f 1Trw A!lJ��F. %art 'r PM (iyp.) BL I1>Pl LP ITYP) W ?; ..— X — :�f�.' — X — X.�°'i >< — X — twelrv.>rtrn r. uow arnfeti�� r �-r+•' lM'DBFAPE ARG I - III RD A(12)EGI' 3Dn •_F -CatAC4pke�l" • iArt[7 rr� tyM tnvxrrn Nc*n :1ItCL(+2)JH 5]A eJ I t. BL [-yp ) r"Vyr ) " .....r• A-r.. yN.cuy I <. 3225E ;:ea tmTM Z 5F 2595E IIl e0 0�6 ALL DISTURBED AREAS SHALL RECEIVE TOPSOIL AND 500. AN EXTRA WATER METER SHALL BE INSTALLED FOR THE IRRIGATION SYSTEM, THE IF PIGATION CONTROL BOX SHALL BE LOCATED AT THE REAR 0'F THE BUILDING AS SHOWN ON THE LANDSCAPE/UTILITY PLAN, X DIMEN51ON5 ARE MEASURED FROM THE FACE OF CURB, THE FACE/CORNER OF THE BUILDING(5) OR THE CENTER OF STRIPE. X LANDSCAPE CONTRACTOR SHALL CONTACT ARKANSAS ONE CALL FOR UTILITY LOCATIONS PRIOR TO BEGINNING LANDSCAPE WORK. X GRASS AREAS SHALL BE SODDED WITH BERMUDA CPA55 50D. X ALL LANDSCAPE BED5 ARE TO 8E MULCHED WITH EITHER TANNED HARDWOOD BARK OR REDWOOD MULCH, WITH A THICKNE55 OF 3" OVER ENTIRE BED. X SOIL WITHIN LANDSCAPE 5ED5 15 TO BE AMENDED WITH EQUAL PARTS OF PEKLITE (OR EQUITABLE 5UB5TITUTE). PEAT M055 AND CLEAN TOP SOIL, ALL LANDSCAPE 13ED5 ARE TO HAVE 50D REMOVED BEFORE IN5TALLATION OF PLANT MATERIAL X IRRIGATION WATER M,ETEK5 HAVE BEEN PROVIDED_ DEVELOPER TO CONTACT IRRIGATION CONTRACTOR TO DESIGN AND INSTALL AUTOMATIC IRRIGATION SYSTEM. % ALL PLANT MATERIALS SHALL MEET REQUIREMENTS E5TA51-15HED BY THE AMERICAN 5TA.NDARD OF NURSERY STOCK X ALL PLANT AND LANDSCAPE MATERIALS SHALL BE IN5TALLED FEK CITYS LANDSCAPE MANUAL (IF AVAILABLE} rrr+v.d ruwR sodewA �.. Te Bern va. Suh'I mar 3 LeMecopc �r� r'9115�111 W � ❑ ti:AHplC4R AREA Lepecrpe [�y�e(�)B4 a��at[ Bu Wing D.axing+ PROPOSED RETAIL STORE TorALLAND5CAPEn 761_0" e 140'-0° sse;ren+rv. ar a'v I "A+" PLAN W/ VESTIBULE (HVAC UNITS ON ROOF) F �Y rE°•,nJ.a' eHl- Southern Red Oak RO Ballyd lL �urtepped 3 Quercus falcate Limbed 6 ft flsmtbe Ground LP 13 Loblolly Pine "Inua taeda 3„ Balleda Limbed G Ih•aW ih� Wound Burford Chinese BC 110 Holly 18" In Height Ilcx cornuta'Burfordii' PM 172 Prkmtiae Jasmine " 18"In Height Jren.na.l meardi Grass Area 50.547 SF, LINDSCAPE AREA R77) FM S (24) BH Bx45F PH' del, I m(rri6^ 5 S c�� IRIS H SPRINGSS EST ESTA7 ES PHASE 11 of VEHICLE U5E AREA PERIMETER PLANTING REQUIRED PROPOSED 1 Tree& 35hrub5 per 301E 7Trees&15 Shrub. VEHICLE U5E AREA 5CREENING REQUIRED PROPOSED Shrubs at 3' Avg 5pacing 104 Shrub. 1 Tree per 301E 10 Trees BUILDING LAN05CAPE AREA5 REQUIRED PROPOSED 1 Tre. & 45'—It. per 40W.F vehiwlar use arcs abuttlrg the 2001E=5 Trees&20Shrubs bulldin. PARKING LOT INTERIOR LAN05CAPE AREA5 REQUIRED PROPOSED 1 Tree per 12 parking spaces 30 Spa—= 3 Trees PERIMETER LANDSCAPING REQUIRED PROPOSED 1 Tree & 3 Shrubs per 301f acUacer4 to resldentlal prooerty 4771E=16 Trees & 48 Shrubs TOTAL REQUIREMENTS TOTAL PROPOSED 39 Trees 29 Trees (12 Tree Credit) 1875hrubs 1875hrub5 - �i I + l + f / IRISH SP- + O� + 4- 95 N W-T- E K110W what'. b660W. Call before you dlg. GRAPHIC SCALE 1 - IN F-fi[iT � .sh +a h Property Une --- On.ta Property Llne —� Offstc Property Un-- PoInC-OF-Way Line ------ Eaeemer2 Line Zoning Li to — rL Street/ Drive Cent.Nlne Curb And Gutt, (5ee Ste Plan For 51.) ThlekeneJ Edge Of Pavement Fdgc OFO—I Aephal: Pay. cwt,(En Paell © Sheet For Pavement Sections) Concrete Pavement --V5ta11 eet ShFor Pavement Sections) Concrete lk 0 (see Site PPlan For Dimenelons) X General F.— Line (see Plan For Type) —o—o— Chaln Link Fence Line ..-- --or-r Board F—Llne .® ® ® N 0 m Strom Catch 5aeln(e) R Storm Pip. (See Grading Plan For Type A.nd 51m) v Retaining Wall RPer Imo bum DWI Waterer— — Tee, Cross, Benda, Gate Vale & Reduce —� Fire Hydrant &Assembly 0 Water Meter-5ingle Water Meter - Double — -' SanitarySewer Force Main - — 5anitary 5— Li- 5—.Kay S.—S"ice O Sanitary Sewr Manhole --- — Gas Line ---- Overhead EL-ctdi Llne — Underground Electric Llne Cable Tcledsion Line Flier Optic Llro — Overhead Telephone Line - Underground Tek:phone Line Utility F.Ie Light Pole Note: '' Only Symbol. That Appear On This 5heet A.re 5h-m In This Legend 5" Survey For Existing Features Legend See Cm- Sheet For Abbreviation List BLEW &ASSOQATES,PA CIVIL FINGINFERS & IAND SURVEYORS 3825 NORTH SHWH DRIVE FAYE'ITEVILLF., ARIGINSAS 72703 OFFICE 479.443.450E FAX: 479.582.1883 —BLEW"1NC.— (:crr+f+rarcrf.Authnr9raru.oNr 1i1a .va., j Ott nvv.0 19-4866 �enuwn 2019-08-28 ... As Noted .wcw.xe 19-4e66CitiTWl.d.g C2-1 I •I� .I x THM C1 ( I t, I l I •• l� I ` I I I R l I I I i s`E 71 rx r• lit w 1 I conara waenolrr� I � . Or /J•trrKrr• etawa Ar,W, � 1un�sf.iN I Fwt ca.4-aaa�t'n. k erwatw.t h4M � - _h•ftY::nA Caen --$PnrjrUd•M NIP- — — � p 1 I ---------------- a 5!pl / ! F r - r F41RtOiC —— x- -x —x —x x—K—x--k---x-•-r_—:�—x—x--x—x—x—x—x—x—x—K--��x-�sx._x�x-s%. rt } o:awreance a 51h Fens Sub'stnt Property Area; z.z� 6 Acres +r- 96,467 Square Feet +I- •,J • ❑ !+ r um!sa Of LOT31 - Jt�f a IHISH SPRINGS ESTATES PHASE It obt1Fa m 5114fnce �•ry 5� •„� r ----------- 5 ,•'] _ --------"' 3� •TJ __ � • racto Contr shall be reoponzible for rems i oval oftfist gi Strudel— _ ,b— *ter �' .•t~ '__�._ :'f'--�-'--- i -•f' `��--------•^-'------- '--��-r.•-• Related Utilities, PaOme, Underground 5tarage Tanks and any other exlotlrrg lmprovemcnt5 az nothL Corltraetor k. to rAmwe and dispose — _ r + -y 1 t of II ris m Ish M h I I f a deb big , a of er materlak resu t erg rom prwbua and tS t currentdemolitlonoperatlonz. Dbposal shall be lnaecordance withall ._____-_________.___ _-___. -,_t«. __»___________________ t Local. 5tatcaM/or Federal Regulations fiovaNng such operatbnz. �- • The General Contra ctershalltakeallprecautla.. neceeaary Ta avoid property domage to adJawrrt properties during the construetlon phasnol'thlsp )at• Thewtracturwgl beheldenleymoponslblefor any damages to the a4tioens properties occurring during the wnstruction phases ofthis protect, • The Contractor is sproifl.11y entbned that the location and/or elevation of .'sting utllltlee as shown on thn. plans ld based on records Df Lhc Verien5 wily companies, and Where possible. measurements taken In the field. The Information rut t to be celled upon as sting exact or complete The wr2nctor mustcall the All meaeurn stated em thle erosion and sediment control plan, and in the appropriate utility tympany s.1wat4B hours priorto any or ation +•^ Trm Gntel Conswcuon Temp storm water pollution prevention plan, shall be..Intalned In fully functional to request Brace field bcation of utiXGes Itehallbethewntractors eery condition until no longer required for a completed phase of work or final oesdo [Westry so be Rar.orea/om,ol,alyd rnponslblllty locate all Me" utlllUn whJ5h eongbt wM the stablllratlon of the e'Ite. All ams!on and sedimentation control meaeures propascd improvements shown an the plans. whether shown a roe -SF- sac- Silt Pence shall be checked pereon by In acwrdanw with the wmraC SAVE Eanere to Rema'�n. In ton eaeeol wz,wovn, eomramorenab enen.e whplm r. ra pddiWvultgtTe :henrxr. docu dt_ or the applicable permit, whichever Is more stringent, and eunr!of pLvrra • Contractor shall removeall buildlrgs pavement, verbs, trees, Ight RASS Lsisting Cnse repaired In accordance with the following: RF10G saeurg to ba Ruotae O poles, utility poles and [inn fiord the site up to the limits of Isar ahn rrort4'Wrh) L � Inlet protection devices and barriers shall be repaired or replaced If construction or the property line unlnsotherwise netted. Contractor —TFF— rREe Tree Pcesermdoo And Proration they show sgns of undermining, or deterlorstlon, shallcap/plugartywater,gas, sanitary sewtirar stem zewerll eat 2 All seeded areas shall be checked regularly to ore that a good stand Is the property llm Electric aM Teleplwne lines whethero he d or WIK Trmp,n y Diversion Dike malntelned Areas should be fertlllwd, watered, and reseeded do needed udJorgrouM shall be termineced at the.bsnt ability pole or pedestal to the property line or per the Designated Utility Company. 3. Slit fences shall be repaired Io itdrorigitpleeNryons ltdgnayd Requirements imerrt 5sdshall be rertppi from the silt pines iA d It nsarl'er t it is the Ca tract es respornibillq to earn —any and aD asbestos or Rco i#t'h/H ilte kXghLdthtaAC bed. any other hazardous materials from the site par gwemmealt guidelines Rock Cbeck Dams 4. The instruction entrances shall be maintalnod In a condition which will and shall dispose of the hazardous materlale In etrietacco danwto p—rit tracking or flow of mud onto public righte-of-way. This may thaoddelinn RIPRAP kp•np I— Pb. Far soul requre iperiodic top dressing of the constructlon antranwe as a Contractor shall ensure that adequate measures are taken prior to coitditlens demand- the removal of any elating storm water(eanf",ay enter systems w O!liter inlet protection 5 The temporary parking and storage area ahall be kept In good condition that the discharge of water remains uninterrupted both on and offth. (suitable for parking anal storage} This may require pedodlc tap sits. Avo And -runes Device dressing of the temporary parking as conditions demand. • Contractor shall ensure that any utility service to the site that shall be 6. Outlet structure In the sedlmentatlon basins shall be maintained In remwcd will not Interrupt aervlce to the neighboring property, oanam. It Nuke: s. Sediment operational conditions at all timeiment shall be minwed from Is the contractors reaponslblllty to wodimate with the neighboring ' Only s)mbuls that ea appr on this sheet are shown in this legend sediment basins or traps when the design capacity has been reduced property owners if ice will be Interrupted. by Sox J a• J +r ICJ f+ J4/ rF ' N W E Know what's }7diDW. Call beforeyou dig. GRAPHIC SCALE 5 fw�) 1 iah =ZOh A 1*fywar W'"rc t,— ffar!a r.• 1fi%" 4—r WNYeLnYdr rIa 1 aeeda.eneuM Arrryw v. ae.war w.r�anl,wanAdeet..w. Waaw c inro-,� D. Lomricw+ehdl tmplcmanc b.Yt •YtycmmcpN[JeM ae N•r/1yWGa'Pr, Addnbwl6eet manngcmmc� Zi;.a that bee�4•aaR.e h .M ywM'LWo adAniwva coat of amerthmughmr. all phew of canatrvalon a hT. Nwueamerm PrecUcem(BMPe)aM wnGo!e ohe'I wnformtn feeral, etate,tt local rayldmermse or manual of pracrrcw as appncabb, Lomnc:cr shall Impb,.am. edanorYl cwmob w Jlrxted by permnUne aacwy or—, E Siva napmuat ebarly delbeav eA .tau watme. Permits fcr a.ry mrasnwtbn ectMry bnpeati•g sure wccro or rg:,Ir.M netbroe muse be ma!malxd on site et el! timce F PannaeroreluY m�n!m�rc clarlrgro tea maEmum utm[praUcal orao mqulrM by the lannral prmh G Gene rGwnrae<relulldarmsa on pbntbtcmpararypari�rgand",I—p,r.,r ahea aMa b aeN� a••ra p.•� rWlMenans aM ctvn,.a rv-w. amptoyee parnrg rdw•a forb:,ad.]!e'bRb fa�btba, Dabs trans. aM fa Ib: fecili.lea. H At wash wa4r(eorerak s.Vcka, vehbi cben!rg, equpmeet cleanlrg, meJ shall be eataleeA aro prop:ry smaw or depxed l srAacwtal andereax ebsarbry maradab era mmaan boors ender In rroimalnad on aaaareawyavAlehls m rnnraln one clxn-ap fish orchnmral epllb aid Imke 1 or.xon tlw.ne awn ba dnatro!be tnavx of motor nib end Dour pendr . beeee or .micliq Idalordwt euppmebn cperacbne le proh�bhaA K Rubbbkt.»kDnr4A)e. rrtar.wotnernleh maiwule alwll be depaehad into xDbd ¢nrabwro Matcria!seheabe ptod.1nI:.I rMprerrtexthrough or. actionof wfro orarwwerereacherge into drolnaea Dltclga or costars of the evta or u 5 L Abewmrarerpo9u prevenPon meaeurx p,x WonIn.pbn.eMwtheS.- Y.Ykrrorutlm Prcernkn Plan, mull be mituted ae ranch ao precurabb M D,-rkA partiam a a, one A— eawt VI1—tybae ewppn1 shallbe tedpon,rayededediwbtvtivn Mtdga aher the lest conewc0on ec py ccc "In rhecaro» oe N obtu: ved prrbna eF lA: ertc wfiere wxr.vetlan acrMq has panwrc yeapped mall beMpemwdyeardro These era shall M eudad ro Wta. Gran M dada sf-wr Ule lag. eaudey oc,:urriry b then aye Refer m tb •radl,y plan arolor 4na,cape p4n o Iftl,eaetmrrdwnldlx tra+ab,q orar th:ar.nelaomroedwn errrancobnnt adadkm maw tha mabdcr of dicker mro, cord u�at,re, mid be waalud bafora she vehblx emera p bte rose .rwaan:,y is wee pmv,elans muar be made to Inteupt the wash wncsrarovapthe aeAlnem bekro IL le curried off the elvu P. AllnutarYb eprbl,dropped. waded, ertreckN from uehbba Diva readxeye arlmo m, d:arrw muse be rcmowtd Immedl 6 Loreaacemor Scbmmra.Nubs wreeponalb!e for remabeg eeAlmerrt. �ntb detention Pero sWanr V, Ih, tthe" may her cd<dvd In theemrm carer dre'�nwp e]evma Ir. ¢rid onw ht eaY,l slonofW e!w R Dnelta6aaeec ao!I aaxtpia eM lnmaw a.eae nna!I ba protccd tram erosion aro arohrerrtatonthmugh brp'smer.:atbn of bast p,M manIu 5tcctpae and borrow eves Ir lore ebn:l be an :ha she map and permeted In er.:oNande Idth gee- .. W,In. roe. 5. ybya eMlb Melee roughened cord Jon during tM greelrg piwx mrodxerunom tt .t, *aw>. T. UN mtseg.a4 oeanp d_rwptu aleb4 cave pkI tav Ca-5rrcm-enellbc n•pe+r4 fn.,5wl.♦I tea r+a•p eaKaal mr.rRwa law eewsa cow t.1ra etc) to U ALL-prtnCiT VIMaiPkyaat•J.rWoferJr wertiry day,wal,wlueee bacthuing d fr.•t'aa kv W elm+•irrtlw w+I r4drrrlC ✓ pa.{>. bitemirow pMnaaa. rose 1 Proposed I'leatures: Property Liu Onoite Property Line Off.te Propery Lin, Rloht-Of-Way Line Note: wee Survey For Fw'sting Features Legend 5w C—sheet For Abbreviation Llst. s$ 3 0 O U Q) N V q 11 O yid ., o `^QN�� % o 141 Oho, W H uN yam, o cd 4-4 " 4 O N o Q) r-H Y C Q C E TQ O BLEW LSr, )C"iA PA CIVILTNG!\'i1M' &1A=SIJR T.Y065 3825 NORTH SHILOH DRIVE FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4306 FAX: 479.5821883 om .BLEWINGcom C>ararlrarc o `Authr.w i-)h 1334 a.n. J. Orr „emu 19.4966 .evens nn22019-08-28 -.r As Noted Y w..n. 194966 Cfvi1001.d,vX C3 X ' I X 1FSM # I - A I ' O� o� a_`n l l ro o II I ! .3. I 1 I ' f `f ] 1 ' 2 + +/ cr ,% f Rra+�+l'aa Cent / L11 _ / �r PROPOSED RETAIL STORE; + !� 761-011 x 1401-011 ma woo; m �. A+ PLAN+ / W/ VESTIBULE IRISH SP- / r � f• (HVAC UNITS ON R00f}, r FA'.�1'Ttrr r `AM- . r + +/. r +� +/ rs u rr e•f r•.I +/f • a=f•er� � • � +/ f +/ ; / r ❑ / /+/�• f rr fJJ LOT31 IRISH SPRINGS ESTATES PHASE If + r a Jh ----------------- ^ .t' PRECONSTRUCl'ION: materials that would affect the stability of the fill If X Storm"wn N mJ 6'aj'wioe center of Tme X Prior to start of elte grading, erosion control uncartalnty ezi.ca as to the.0c.1,lltty of arty box and fvm The a.J of a.e fired sod eeetkra.s. measures shall be Installed In accordance to the materiel, the contractor shall have a Registered X Drainage structures shall be constructed so thin eroelnn control plan. These erosion concrol Gomachnbal Englneer make the final det—Inatlon the appropriate section of the boat such as the ormoures, as a minimum, shall include all ellt fencing, X Contractor shall ensure that the fill material be free 0uurfor curb inlets, the grata for drop Inlets, is an temporary mdlmer2 ponce, temporary construction of organic materials, frown materials, muck, highly an elevation that will allow for the maximum drainage entrance• and any other measures mcmearyto compressible meterlals, rocks, rubblsh, timber, brush, Into the box In accordance with proposed grades and ensure that sediment does not leave the sit stumps. building dsbris, and other materials that spot elevation shown on the plan. The contractor X Contractor shall notify the appropriate Utility would negatively affect . the fill atrial shall n.,,,the engineer of record In the event 0a Companles and the Star Om -Call System a X Contractor shall stock pile and maintain all god tap discrepancy. minimum of 46 hours prior to arry exravatlon for the soil removed from areas to be graded ad filled for X All dralnege structures located wlthln the State or location of all underground utility Imes that will be use In final grading all critical i unpaved areas. Local Right of Way shall be constructed in affected by thl. developmn. Massnote that X Contractor shell proof roll subea grad,i of all ars to be wordarw with the specifications and details of the exloting ut111tles noted on plan have been located with paved prior to Installation of paving material.. Any Appropriate Governing Agency. all avallabls Information and that exact Imatlon of soft areas shall be rcmovd and raplacd wRh .elect utility Imes may not be accurate. fill and compacted a. noted In the pavement section POSTCONSTRUCTION: X A pr, nstruction meeting shall be held on site once shown on the detail sheet. X CemdActt^shall sa./r ari' area to receive tap soil ALL Eroslen Control Measures have been Inetelled X Contractor shall employ a Geatechnlcal Engineering / to a min depth of 3". and prior to airy a"tte grading! construction / Inspection Flmn regleterd with the State of X All unpaved disturbed areas shall be graded smooth demo.. Arhaneas for Inspection and testing of eub9rdc for and rewNe a minlmum of 4" of topsail. The area shall proper compaction (95% atandard proctor). be mdd and / or sodded In accordance with the GENERAL• landscape plan The arse shall be watered until a X ConmRor shall Install/use all required equipment so STORM SYSTEM: hardy cover ogres has been established and 60% ate to campy with all safety etamord. dictated by X All drainage structures under paved areas and / or of the site has been stabilized In accordance with OSHA, Federal. State, and Local Regulation.. areas axpaccl.0 heavy duty traffic loading shall be ADE175 Cola r,Wn C vvrjl Permit (AAKPapq^ X Carrtractor shall wordlnate with appropriate Utility deoignd to meet AASHTO Heavy Duty (H20) traffic X Rake[ha ate hoe ffaUdo?'401 out;1LAW. in Company as listed on the cover shoat for adju.tment Loading accordance to the requirement. set forth In d4. of utility Imes affected by cut and fill. X Stain pipe / box shall be bedded In accordance with wnarvttrsn gowns permit, the contractor shell file x Areas to be graded ohall be cleared and grubbed so the bedding detail ad In accordance with the ■rn.Ke of :e,-Nm[wr as to remove all organic material Including but not spwifeatl.r. of A5TM D2521 (latent edlVori 1lmlted to vegetation, trees, roots, debris or other sellable at httPJ/—ASTM org). f f K1n.w wfus'e bCi0x1. w C&�� berarc ymt d'ag. GRAPHIC SCALE I brh =v16 N Property Line -- 0n.1e Property Line �--� Offal o Property Line Right-ofyvey Line Easement Line rL 5treet / Drive Centorlim Curb And Gutter (see 51te, Plan For Sim) Thickened Edge Of Pavement Edge Of Gravel (eee Detail Asphaltat 0 Far Puvo Sheet For Pavement Sections) Concrete (seeDetail 0 Forenlent Sheet For Pme avent Secectioio ns) Concrete 51dewalk (See 51te Plan 0 Far Dlmenslona) % Gernral Fence Line (Sea Plan For Type) —o—o— Chain Link Fence Lim 9ue d Fence Line ® ® ® ® B m Star. Catch 5aoin(s) -- Ditch Line ••---•••-- Fault Line/Grade Change Storm Pipe (See Grading Plan Far Type And 51w) .Two Retelning Wall 5as UF�N Plan. Tpr 1JrK 9!>n — water Line lee, Crow bend., Gate Vale A Romer —� Fire Hydrant 6 Assembly ® 51n91. Water Meer ® Double Water Meer — 'r : Fe Sanitary Sewer Force Mein — - rB Sanitary 5ewer Line 5anlnary 5 Manhole g Utility Pole Light Pale Not.: ' Sae Survey For Emisting Features Legend ' 5ee Cower 5heet For Abbrevletlon List 3 S 0 0 CIS t-I•-I u � v � 0i 0 0 O o 'o Q 04-4 n max o n CV'`7 A in V kCO &A�' BLEW&ASSOMTES,PA CIVIL. FNGII 1Fr?RS& IAM S M%Y= 3825 NORTH SHILOH DRIVE. FAYETTEVILLF ARKANSAS 72703 OFFICE 479.443.450E FAX: 479.582.1883 w .BLEWINC.corn L'arur y1 Aaha wtkm A6 ISU 3.0 ,ter. 04866 2019-OgA .,,,. As NoreU 19-066 04001.dnR C4 Downspout Detail Loading Ramp Detail sit l/e•=1'D' R B' R D/C' D NOTpI FOR 3/4• DM CANE BOLT Ird' rs• r-r IuwlLvr�mw !'^y J nr. � AUAR ruAle Lr 1 c'..=w�rnrnrc-IL - Dumpster Fence and Gate Detail sdc: Nn VARES slr PAeRa•Y. to+ I _ ROADWAY 7 �yJk %Trm.L 514- VARIES ROADWAY VERDGI PARKIA S, LH CURVE RElTO� �T •Dsx ..y n .l- +TfIL'µ CURVE RFfYp STANDARD STATE APPROVED ACCE551BLE SGNAGE IN5TALLED ON A METALCOLUMNATTHE PROPER HEIGHT REQU RED PRDVIDEADDINONAL 5*NA6E BELOWTHE ACCESSIBLE SIGN AS REQUIRED PER REGULATON5- DOLT510%TO GALVANGED METAL FIFECOLUMN 61 DIAMETER CONCRETE FILLED ST , L PIPE. BOLLARD PNNTWYELLOW CONCRETESURROUNP AROUND PIPE COLUMN Parking Sign Detail DRIVEWAY DETAIL NOTES: I DRh AY56HALL BE CON5TKUCT5P IN ACCORDANCE WLTI JU11SDCnONAL REQUIREMENTS ANPPUUARGENERALEFQUIREMENT55HONNHEREIN P9I—AYGMDE5SHTANHEKBN AREDOLLARGENERAL'S PR EFERREDMAKIMUMANDMINNUMGRADES ITI5UNOER5TOOD THAT ESLEFPON5 TO THESE REQUIREMENTS MAYBE REQUIRED AT 50ME SITES BASED ON ACCEPTA5LE GMGING REOUIKEMENr5 AT DIFFERENTGEWRAPHIC RWICN5 TIRO WHOUTTHE U5h NQWEVER, ANY IXCEP11pN55MALL BE 5U6MITfFD TO DOLLARGENFRAL ARCHITELTNGl AND ENGINEERING OEFA MEAT FOR PRIOR APPROVAL. SUBMITAL SHALL INCUIOE DATA INDCADNG iUT PROPOSED DESIGN IS 15 ALLEPTABIE STANDARDS. BAAT(aHm$WAFH JUR15VGy1n.[iG'ULNY,!mIwLOEDRAWGSTAE,ETC) AM"'I;Tem'; rROYALSTRUVV'Yy IVICDD .(RPIESplOCji LSSG%GFDELNFS.ETC.), ANDIERDEL BRY GATA CAN ACCESS IM A NNOR NORMAL DOolLTRACTOR TNRER D M ZO TRUCK CAN ALDEE5 THE Llfl HIN NORMAL OR M405 FE MALEP LE NGMOMALICESED CYL ENGINEER EASIGNETHAT PH-61,IDI:ALY SFALEDLETTER HAPPL LICENSED GOVERNING L)R EGUMEM THAT THE LLAKG NEE S IN ACLOKRANDF. WIINAPPLICABLEGRFF K AGENLI'LIF5)HGVLDEIrIF.N15.DOLLARUCHWI DFLtr.RYTRUCK INGRESS AND EGRESS RFdUIREMF.MS SHOULD DF VEKIFRD THROWN DOCTOR GENEMI ARLHITELTUMI AND F.WINEFRING DFPARI+AFM. DEVFIDPFRSHAII CONTACT OFM.LGENERALARLHITFf5T N5 ANDENGINFFRINGDEPARIMF.MTG DETERMINE WHICH TYPE. DG DF.LNF.RY TRUCK 1HE DESIGN SHALL DE DASFD UPON 2 VERIPYJURISONONVEDE IILM ERSLMLLALLOW THE PAVEMEHEK 5ANPEDIROAP TO THE ROAD TOM MAIN ONTHE DETAIL WHERE THE PARONG LOr I NIGHERTHAN TH'e ROAD ELEVATION IMIMAIN PCSNNE SLDIE AWAY FROM THE BUILDING TO PREVEM PLDOONIG. Driveway Detail Sdcl/B"=1P' 'I'15PALING FROM TOP VIEW 1 W---- W AN L'NUBSTLUCTP.D V1fLW M. MOFA RFSTDPVTIAII BmmmC, DTtTW .F-N TT — P.ARMT.M'DADJ,ACI PARM. T NfFaIORSHATJ.CONSTRUCTA PRRIAC MINIM TN ACCORDANCIF {PfTTi mNLAN"P6 PHIYl'LMPE CRfTP.IUA BPT PLAY$M'D M'Y APPLLCA m 00V61C\NIEIMTAL REQULRBB1HTiTK F b REARVIEW NOTE t. WD IL TO BE TREATED PINE USE GALVANIZED NAILS —FASTENING 2 NUMBER OF WARPS BOAR ARY PEPEAVING .1 SPACE BETWEEN DOARD5 AND ACNAL W pM OF BOARDS Wooden Privacy Fence 1AI'=- -r^aOCPYG PrvSMIR STbMAS lICH4 rAIt r/IBfI.0 w��TM 11l'TLTOIm JANi TAW YrRM B+-lA�i nts Ilxlr ease eo�iE� �,nxA Dumpster Pad Cross Section Widened Sidewalk Edge Detail Nar Tu -k N"I Tu SOE = —, Handicap Detail ECIIc I/tl'=IYP PAVEMENT DETAILS 1 DETALL ARE PCLIAR GENERAL STANDARD REONREMENTBAND MAY INCREASE OR DECREME W VARIOUS SOIL COND=NB A GEOTECHNIGI IN-MBLTION WITH PAVEMENT DEBIDN RECOMMEAKI—M6 EIMLL BE COMPLETED FOR EACH DEVELOPL4NF. THE FDLLOWIN I DETAR5 ARE AA TTO UM DOLLAR OENEMI PAVENENi REQUIREMENR BICREASED RELOAPAEIIDATgN6 O BE BE VSEO 2 THEEMOR4OE MATEANLE SHALL BE PROOF ROUEDANDMSC RM AND COMPACTED PR*RTOPLACEMFMCGBASEMATER WHEREERRTNGSUBGRAOEMATENIAL6ARE 1M6U7AELE, THEY SHALL BE REMOVED AND REDUCED WOH COMPACTED BELECT LIATEALAL N AOCCRDANCE WITH OE.TCCHQ—RECONLff-NDATIONB OR A L{wHCILtTF RAVCMNT AW rrAyD.(R3OMTYCOACREIE PAmQ R.iCWUEr OTLB}INR•AN•RLPOfli pt WtIPKLK :TCLi RE3NTaixn. TYPD RayylLC Dr.DDDA.e GHLERRL L'AN411E lPAYEPRMrrV3la pepµ MRTABOn APPRO'B1l ��>ti BoprB6 wA�vca orTaR a[�owi.a �A"urgnsTi roe AIBTTIIES1B11 rN9 uYOMT, D IIIEDENBIIY OFALLABRNLTPANND TiLALL BE BER11H16pYNp861L IASIM D]Dlll TESTNO BY GG 2" A5PHALT- SEE NOTE 5, MFI T'COMPACfED AGGREGATE BASE Z :f.L lAA10 5U15 GRADE m w STANDARD DUTY ASPHALT DETAIL LLSr,+1r:NGrro sc�tP C1 3" ASPHALT- SEE NOTE 5, F J Q B" COMPACTED AGGREGATE 5A5E COMPACTED SUB GRAVE HEAVY DUTY ASPHALT DETAIL k:4LfWTTOLCAIi ss>A7D l5t ac CLINDRETE w AC" F Z WAT2 BMB£ w Lu "TPA M9 SUB � STANDARD DL CONC ' DET L Pralrc�TTTTnvAIr. a F- w 6 4DW P51 FIBER Z REIIIWR_EDCGNC[ER 0 .. .. S" AGfeO K4 TF 5,ti5E GRADE HEAVY DU•IY CoNL"ltjs`n OE'7'A[L x.UIL ATPPm �IIR u.IT, ITARwrpRYir11R RIRtRtItP•+HA+u14y'lyx trLTHa eLPpWpaad ntTf. Accessible Parking Access Ramp & Access Aisle Detail L/—,v N.T.3 P1 a O� u^ C, P..y 4-4 E O u �I BLEW&ASSOCIATES,PA MID .o4TGI3mm&S!1 mSLRVEYORS 524 W. SYCAMORE Sr, SUITE 4 FAYETTEVn A ARKANSAS 72703 OFFICE: 479.443,4506 FAX 479.582.1883 wLvm.BLEWINC.— ~tI• J, Ort 19-4866 1 •�,r..wP• 2019-08-28 As N—d ou.. 194866Dcmif,Iw J g E: C5 FOR WADY `-ANTS, FRUNE ALL DAMAGFO, D6FA5ED.11WEAR94EMB OEGIN MULEH 3"TO 4' AWAY FROM BASE W TO 4- OF MIRCH ERCAVATE N4 RPLACF —TING SOI ADD 6VIL AMENCME IF NEEE55A.RY. WATER THOROUGHLY To ELIMINATE AIR AIR POCKETS w NOT TAMP. ROGMALL-FOOTOO LAKSHALLBEnSIBLEREMD.'E FLGF55 501E FROM TOF OF BALL IF kEFDFD 6ETTOF OF B4LrT02'ADINF FINISHED GRApE 11ALIONFOR SETTLING tPyTefj BTDDe • NZM itwd R r`rygwlY {L1f I]G H(4j SET BALL GN FIRM 501E IltOleLWfD 6.Y.T' L.03 Shrub Planting Detail BWe N.ZS Hach 10M Ste[a.T,p 6 —5.6. Ty S y�,H4MW The •..y; .'...0 PYFkF Err^/ In PI4w E.rN eru.aw.. Netwe Mr[crlal 5trsv Deb (DWa^+°) woos or Mdel STabe (T. Pcr Ork) Concrete Washout Traffic A— to be 5olld whRa Req=w 1,W4 !mils No"i n3Ti f Wtl dR {'Gl/b[NA�Nw, 2 THE HOLE FOR THE IRS, SHALL DE F—,`F02-3 TIMES THE SIZE OF THE RLOTDALL eL STAR ONLY IF AECE35ARYANO AS PIRECTED DY THErFOJFD`..—ER 4RI/LNEANYIWINE.0 1U 1140.-111G.OR GUARDS FROM TREE PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS AT n V.E OF PIANTING 6. ROill -ROOT WUAR 5H.ALL DF NSIDLF. "W" T+3s6#4 rl110"t4 •DP D.LLI Is NEEDED SETTOP OF BALL r TV 2•ADO'F FINLSHED GRAPETG ALLPV FOR SETTLING AFTER 5EITING 0A11INPIAMING IDLELUT ermt RE 14 THE -06 0 WIEat NIDALL CptA NY OR TA14Fu ORMINEFROMBALL GETAWAYOR IS "A BURLA N LATI LBEGINSFALL INGAPART 'MRE IN5TALIATICN OR WHILE f THE aUG THE WRE BASS. GETAWAY ONLY HALF OF THE DURW. M tTIEE FLUME 50 THE MAIN LEADER LS SIRAGHT 15E611,1 MULCH 3" T04"AWAY FKOM la& 3• iO4- OF MGAN!L MULLIL NO CYPRESS MULCH SHALL BE USED. DMLD 4" HIGH EARTHEN RING AT THE OUFER EDGE OF TREES O—INE -AVATE AND REPLACE CRESTING 501L ADD 501L AMENWENT5 IF NEL=SSARY A501RELTEO BY PROJEL MANAGER WATER THOROUGHLY To EUMINATE AIR POCKETS DO NOT TAMP. 4MOE SHALIOA' HOLES WITH TAPERED SIDES BREAK DOWN OR RGW HER SIDE60F THE HOLE. �[fe4.L LTl r>ttlfDL tT9a11Eaf9M1S:VDO 2 TO TME5 ROOTBALL DIAMETER Tree Planting Detail -k: NrrS fiBrap Sad 5BBUBca[deBB: 1. POSto Shell bee minimum length of thirty -eh (36)Inchea eonStrueted of 'WID, of the following —0.1.: 5teal "r or "U" type, or 2" R 2" hardwood 2 Woven Mrs used as additional farce.uppart Shall be MiM.L. 14.5 gauge with ah (6) Inch Mmi num Meah 5paeing. 3, Wwen 4Ars shall be placed along the uphill sWe of the fence and fastened with Mrs T"B or one (1) Inch staples along the uphill side OF the posts 4. Flksr Fabric shell be Fastened W woven Mr. accordIN to Manufacturer. mW-emceal.Wn, or with ties every twelty four (24) Inches at the Wp and ee' 10— 5. Where twos 9+FLTa PJrtc adpin each otherthey shall be overlapped by Sk Cr Rltrcaarld khbd wither. 5 Where twrop..0 meet to)oln lanes sections, the tops ofthe poste shall be secured together with wire. 7, The fence shall be wnet—ed a" -.he contour es much as poselbla d Ends of fences 1h,1 be a ,dled up the Slap, m prevent runoff from mlgreting around the and ofth, fence. 9. Inspectlan of the fancy he YL ppF[ETneQ weekly, or ImmcdiaWly after a In event, or when bulges aprRarn W.4 -. accumulated e16 shall not be aN—j m—sed has vHe hdghD oFths fabric. repair and or IntylrpDr.art of damaged fence shall be wmplated promptly. 'n 10. Accumulsted ell, shell be removed and dl{p,sD.l MIn an approved elte In such a manner that IL Mil TOD carltributa RBaffwln.ilt .F. 1L All faF,1, shall be removed when the eonstructloln oltc lB fully.Wbllem 0o aS W no, Impel, av "n, flow or dratrlage. 12 Pro-FebHcated unh s do rot raqulm the use of woven Mrs fence. Seeole, Del l r•a z-o^ r•s' 4'•3' 15 n 1.-9. rf, L P-0` i� Traffic Flow Arrows sw� 1J2•= r4r 2" 0', er bQ p,," Far Peet O,H5 PF r,WF ce wke Mesh supp,neJ Fence Forth Silt Fence (ER -SF) sd�vN•=1v Standard 90' Parking Stall V 6- I yyc�6wn Caw Yqe _ V PEALING � "r 6•M:rt 6 LININTAi — DRIv E R" — PLANRING E 2•r4" INSTALLED VERIILALLY SPALEDYlOYMARTAROUND C—INFERENCE OF TREE DER—Flu,KWRAP DR, LWE ORAHGEEAFEYFENLE WRAP wnH 10 GAUGEWIRE 24' O C.5TAPLE WIRE TO EACH 2'K4' ffw46 ME'Al xPosrAT B'DL.aN iRFI: PLANKING NOTE. t THEDIR CTIM O GWHEP.QJEUI AW UNTIE DRAMWi50K AT THEDIND, acNw THE Ki.5 MANAGER 2 FLANKING BOARD MATFRML SHALL BE UMRFAIFD PINE UR APFRWED EDUAL. 9 INSTAUPLAN AHRIWG COMPLETELY AROUND THE TREE DO NOT PULE r1NNM.R!i DOARDS ON INFO DOTFLAREOfTREE DONO PIN DR STAR PVNIFS IMO THE GCOUND 5 DO N0I GA5TFN PLANS TO T¢EF5 cF.rlG R0011ti4i I F00r PER 1 INCH TRUNK SM IM Tree Preservation Fencing and Planking Detail -1. N.TS E�!L • �?S�" �Rd6- � �dSN �lcCe i!3�.rii armor=snE rxr.wm_L^_*.: i'ncII��l 111—Felon ARaehed wmen IVIra on Upetmem 5ldr,F Fenw EmbM MNL 10' of Filter Febh h,W 6'N'Me R B'M,Trc D.Aft wan N—son Accessible Striping Detail Sale V-1'1 Construction Entrance DdcLrlv-ly To Be Use! rK Succ. Immerc[bne Msh IeeetlunliGMe YAY Strata [roeBSbp '1 '� asei�Y I Y•T 2'-0' ` TYPE 7YPE 11 Nosu: 1. C,rcaeFe Tar GabeM Guuermbr LlaeeA 3G]D f.Lze aa.w.r[s+'nuTa.v.wr+_ 2 A�GEY a'd� trf.'+1 ww'R+LT�rbd Adh 3 INN EA [}p�W1 ar ya W acirr a[ DaLTwrd ilr�reaa a. =5Ert i'Tpr II e es Ehrs:-r,Tyr h4•rr TMe Yr4n..s.ul Pw.e'T Lrm tM1L 5 6w[u[Jdme cty-0•os Sul w[h Pm pert addeppEed 5lumwdofr[Seekr nr0[her Appn+MSuFuu, AIJ,Intem M5ukd Mnrm Pnl Aephra Putxnlcm: 6 (AWun1,II prof dE�anekn,,MM,LCHaI (AepWKlmprrBrl.red Fiert,Ird or o[her AppmRd MRerW) etStaYmvy StLmA,rte (Omp Ieb[e, EM,fe, DrM[weys -Scc Derail) aye 0k[tTN bl Er"glnenes Concrete Curb & Gutter Ede]/�•=1T1• la E' U a 4-4 V 4-1 Cal W OU N CT 1-4 O n " x 4-4 O /'� � P-4 SLEW&A% C1ATES,PA MiLFATCr'WE RS&LAN0SMMORS 524 W. SYCAMORE ST, SUITE 4 FAYETTEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX 479.582.1883 Ta•1DT.v.BLE\VINC.E6m Orly Sox MdA� F<="^ }613y1 J. orr[" .rmT•Lwn- 2019-00-2e As 1 , ed ^w.I.evo 19-W Dinh DOU.S C5-1 Segmental Block Wall Section Pmpoxd 5[me[LVdamry EeoTr9 P[Verrprt 4" AepM1Wc (2" Suri.ce, i'JnW] VCKlCe r Ede,Mln B' Claw ] BaSa Lourea.! sti'i Fmnl'vbclrq Edae I+bdFad Prcc[orB[•.�r ie+pa•M SJIFAA![[BY carer ou,Ply Roadway Widening Cross Section twe t.r r r �4telwd r•o-w Edge of Pave Compacted Subgrada, Extended 2'-0" fleyond Edge of Pavement DrMcw.y Grad,,, shall be D[elgned Pltas 25' TYP1 ee '•' by Enginr to keep atormwater In atmet. Gradea shall follow Dollar " General 5tandard Driveway P,,Ull ffor Minimum and Maximum Grades Driveway Sdc J/))•=1R• =afSs: Sri!.Ia _ :a'i_._►.C_►�7,. [ W_1_RC�- P- _ Driveway: Section A -A and arL* Department with the box wu— proctor and tadde pro r prior w roadway conatructian. Roadway Widening Cross Section a tlr-r TABLE 1- Rack Outkt Prate -dm Aaron Dimenelom 00�00010.. NOTES: apron rRegsAe AP"F`�^F+I1y ssxe.• Isna taue*re: a.,yAr.weckrn..�r.wl,wew..v.srr�rdx...wrx AB, (p1.,Ira W..1/IA WE W 30 Y qfe uryT+n erf (W`.lf AI.,4 W i.rnPlrpin xl.ri, [IV/) AY M.q� to (C • La]. Br ern NA I ptayF RPaP. Hs aha.'d� eew ratpad: dpnlar�••w..4ys aq'.' So the dlamAI I; NygR{CI A. ANgrtlnmir Thv.}m ebnlrolacated—,H.rrcerem bendy n11a faN61r� W.ofnu TbpYrn Hvii belevel wer ,plergth, and th d a, tha Mworr oftha endo o. apron uet be the eanx.e the eld.tka oFtln receMnq charrsr) or.grarrlq /xatF B. rhlotuwaft T4 r.gid apv,Atlana.IP."I lR i,.W L. d.bfen.1-4W K-wak esleabe o&Wlbe madeaF doubh uNeted g[M.nBed steel xira Gebbne ebell be 1 I./ln.yr.. nr rat vu s:+M nw.erauuat. an.MrIPF1 Y. ra mr.Inaxn Pry lrW rtuq.r.rr.w•Pr 12 A.ne.:l,ei 3 NAI.rrAr.l Oda rnd jx—a> 4e.a.wp rs,' w ensrtnwY.eM,PPMc Tao I AA.,[ reBstaawnee ray%"t—P}irayrba-T.—. eA'n h" ,A n+@:5•.N*• .f My51.I./Aal. 6Ay"�5. erbprwrt lB r.yartt.txf Aq Brn.aaartyl[— yYvW ro-'JIJRdati+ic n.ra aq areq.f r4e1 rr�pryy YuMW IRAs B ltratre llrp+754W'�.)d� [h.[ W 4r/e.S iiq,rPf,erd,AA /exr' rfl1•s rrraq,e d^wlrbATlq rwp4/rt?.`d'f*r-1 Ni-,,s}n 1r4 2'rs Yr pa y.t.e. LR'ur r.Mel r8N fa rlyd gewentnr rgM.IJ tie ar/e.trbl qel W>r[mrl q®xm.rrW Ycvasd dsre.0�tti �'4F Rip Rap N." — 1 ;" Lip 2%� Goss 51ope TABLE 2 - Requited Rock Gradation BmelYat}rrveraenMlchn ram SmaMr •fa�k" 6"d>, 9'dn 12"dv ,5'dn aa�Me xn� IB 9 ,6 45 1 K J 24 24 9 20 A Z? 24 3p B R 9 FA 24 92 1B 2E B15 30 % 4B IB ]d Y :,1 36 Rigid Pipe GENERALNOTES L pPDDAYS SHALLAEUASS I -A VGOARGD AY A FJNILBAU:FBY NOr MMEAPA,T'DABC.A9 HAND, IFGROUNDWATMIS A CIPATPA CAN BRMA55 MA COHPACIFDTD 9$,: THEN BFDDMGSHAIZ BF.CIAS51-B STANDARD PRO R. COA@ALTP.DTO HAi STANDARD PRIX.IOR. (SRB SPHCIMCAT11T5 nn GRMMIN) 7 ALLHATELLALSARECNssIHMIN ARIMDANCEA M ASTH D M -m. 2 H.AI@YJHNLS SHALL BE M)RNFD&BrJLlKDTHN PH'E BY IgAND ]U FLLIB:ATEW)IDS AND 9 ALLMAT %LSSHACLBEIPNM LFD)N SHALL BE CLASS I -A ORCIA I-B ORCM,SSH NA RIM I. LOOSE LH'IS w ACCORDANCE COS@:ACILDNBS%1'ROCIDA. WITH ASMD69B OASSIDA\DHr-A NATHRIALSSHNLAC WL@ACIT1D NEAR J MITALB..ACAFIIl.SHAIJ.BRCIASSI-AWORAPD OPDAR`AINOLSTI:RR CONIPJ4T BYIIAND, A 4B OR CIA411fAMPALTF.D T)95%STANnAMI) PRl1LT0R 9 FIIJ_S.\LDEBRE, AOTIGCCSAM 1-iC" B6 FRlkl OXT FDRLS, ORGANICS AND Bt)CR$ l IN-fiTALB.V.RT]LL\lYl'4T1D1A PAVI:T)AALAS LAR(:hATHAN I". CAN BB CIA6ID CAIA@ACTED n) 9Rr. ST-ANDApp PROLT00. 10.ALLRMSIHET11i BTIONS ORO H SLOPED, SHOACLA SHL'CTID, PMCEA 00.0THCRWISE S FINAI.BACf}TLLSNAW PHCLASSI,H2ORUI SLWPORD'D II: [OSIPI.IANCA. WITH OSHA COA@ACIFDASN01EDINNOTFSIAND4 BEOU1A71I0NS AND IDEAL ORDINA XS (SU.. SPECIFICATIONS) Storm Sewer Trench and Bcdd NOrT'O S JrIF CDN.HI5HA1]. RBFFATOTli6 GODRY:Hlilf_1LBEYORT FD0.THBStHLTYPES IOUTPD ONTHBTIBS STIF..ANDSHAII. FOfIDW'THP.GFATIN:H RFiLUS@@NDATIONS Ira 2'-L• Syr L- EA, I Roadside Ditch Cross Section sue)/4•=),r U a w yy m V] c) V >`. N C) p(I 0 N 9 OLn 44 Cd V Q w cad AC�V ra�yy E i-0 o N B]EW&ASSOMTFJS,PA Cnnf, " *v 1.1-:Fasxr_AM5LravEY0M 524 W. SYCAMORE ST, SUITE 4 FAYETrEVILLE, ARKANSAS 72703 OFFICE: 479.443.4506 FAX: 479.582.1883 awn• BLEWINC.com 4emGr)+c a[ Audwmndon h7 ] 534 rxr on 194866 u.uur LL 2019-08-28 MN—d 194866 Dcnila 001 dog C5-2