Loading...
HomeMy WebLinkAboutZ-8984 Map•► Y NOTE: ! 1. 36' WIDE RAMP O PATIO SHOWN, IN LIEU OF 44' AS PER IBC 10106.1 AND TABLE IOI& ; THE TOTAL OCCUPANT LOAD OF THE PATIO IS LESS THAN 50 PERSONS, BOB SF PATIO O 15 SF/PERSON (UNOONCENTRATED) = 40 PERSONS E.a _ 2 NO HANDRAILS SHOWN O PATIO RAMP PER IBC 1010.9; RAMP DOES NOT EXCEED 6- IN HEIGHT. //f 3. DOOR O PATIO RAMP WILL REMAIN OPEN DURING OPERATING HOURS TO ENSURE AN UNOBSTRUCTED PATH OF TRAVEL FROM ONE LANDING (PATIO) TO THE OTHER (SIDEWALK). OR, GATE WILL REMAIN CLOSED AT ALL TIMES DOORS THROUGH THE INTERIOR DINNING AREA. DIRE PATIOEA AX—� MAX AND PATRONS WILL BE REQUIRED TO USE THE PAIR OF COLUMR r ---- i_._� F'ti{d _ 4. PLEASE NOTE THE ADDITIONAL PATIO GATE TO ALLOW ACCESS TO THE EXISTING FDC AGAINST THE BUILDING. PAJR CF r 000Bs REPLACE WI Ea 4 1l LN' 1/2. 1 3Ni' 7 VER1Nl' l a a sE ai9 1 WINDOW TO � � � _ � i i� II • I r .......... - TOP OF NEW PAIN) CONCRETE TO ALIGN W/ EXISTING PATIO STOREFRONT DOORS TO REMAIN. ENTIRE PATIO TO CROSS �y i{ C.,L SLOPE EAST O ?x MAX SLOPE. 36' WE GAiE FOR E705TINT' FOC NEW CONCRETE PATIO t RAIUNO SYMLII ACCESS; FIELD VERIFY FINAL LOCATION 2 EXTERIOR EAST ELEVATION 5. VERIFY WIN FENCE WIR FOR MAX IENGB6 OF SECTIONS >e SCALE 1'-0" P[PE COINW: RUC DRAWINGS _ NOT TO SCALE cl PREFBNSHED METAL RNIAIC PARTIAL FLEVFRON WITH Or SOAURE TUBE FRAMING E'a PANIC HARD 0 AND YA' PICKETS, TYP. DDOR5Z lIT PARS• ti E.J. El RAISED CONCRETE PATIO A SLOPE TO DRAW, T19- APPLY DECK COATING Y \ OVER CONC SURFACE 6 W-w Lam I SLOPE PA 2X ua— ROUNDED NOSING AT I O,J. h40 MAX Sl EDGE. TTR� rF-ate 11 Ea 9DEWA1%� Ji EXPANSION f �'- --_ U1�� LAYER SHEETS OF PC[YSIYREHE 1J2' EXPANSION JOHT 0- GATEa _ TO KEEP PATIO CONC AT 4' TRK MAX EXTERIOR FACE t COLUMNS Ea EXIST - ]1 BASEMENT DECK BELOW PATIO/ l [,L T ca DIRE PATIO MAXI 3 SECTIONrTHRU PATIO 0I BLACK SCALE : NOT TO SCALE Ed FENCE Ya SLAB PAIR OF AREA DomR IIEFRONTt CA REPLACE 11/ WIIOOTE TO 1TDN BUSTING Ga If � BY; ]e• of aATE y. j Y i a to i 1; 48 MAX ! NEW PANIC HARDWARE 0 ,I DOSTING STOREFRONT PAIRS OF DOORS i i ABI-01 09.17.14 µLTECr ^ �, p 2n, E, h!nrhna,n 81. ISO SAMANTHAS GRILL AND TAP ROOM V ttle so IQLO"0" MANN ON MAIN, 4TH AND MAIN ST. _ ! -- —"— - -- " - - 3750378T 7L If Fl E- ARCH I T E C T S I N C. 501.375.6601 F D,w; JULY 28, 2034 1Yl f� i EXTERIOR DETAILS ] PARTIAL 1 SCALE I/4'�1'-U' FIRST FLOOR PLAN 0 2 ] ]�I 4 e •.SAS• Sisal llum6a+: A5 MLp1 �• h -k fil PERMEABLE PAVERS NTY Y BEDDING �B AOCNECATE• PME,W PAVERS ON SAND AND CONCRETE PAD fY MLH. 9.DPE SMIOR WALE OF EXISTING BASEMENT 1 M BEMADI cam X __--"S=a To REMAD4M&W CAUTION - DO NOT ONOM SEE PLANS FOR LOCATION 4' BASE, (7 AGGTTEGATE R AGGREGATE Sl8••BAYF NONWOVEN GEOTEXTDE TIYP,L V UNDER -DRAIN, SCHEDULE 1/2' PFRFWATEONS, fi CENTER TO CENTER, CMUT TO E7OS= STORK PIPE SECTION A SCALE: 1/8" = V-O' -PAVER, TYPE 1, HERRINGBONE PATEN, APPLY BITUMEN -MODIFIED ti ON CONCRETE BASE; POLYURETHANE SEALER TO i TO 1Y Ri011 EXPOSED PORTIONS OF EXISTING BASEMENT FACE PFR DET F 2 s � FLUSH RAIN CAROEN s z PE7M¢hBLE � MATCH EX PER 7 TYPE 2 PER OETA➢.� z EXEsn 5rAM "Isn _ gpR,yA pETAi z x gT TO EIJADI a MATCH IX Y EOSNNG LIGHT POLE LIGHT GA� PER DETAIL 1B CURB AND GLITTERTO p>AL TO REMAIN EATMATCH CATE CURB PQt ST ' FIRE HYDRANT EXISTING PULL SIDEWALK DETAIL PW-29 GONG BOX TO REMAIN.STAIN yA EXISTING LIGHT OtAr TOP SAL CRAP THEE YIEl PA AMID VMK 519w lO AD1 POLE �$ i3R DETAIL PER E TO REMAIN 0 R� 2L[BY F DE CURB L70S Y Lr- SIDEWALK RAMP PER WAr - IET.i Ou AND sEAn [!A1TF1D1 B ,r STAINED CHARCOAL ,..7 ' LNATOI - . -- I XISTDNG ASPHALT x F,•,';-c _ (." µ•x... _ — •a..1 �•-.s�'��YaR_`P}f�%�s<Ft`f�i"';Y��.:-';,�•�FTt�f� R _ u _ '�. T•: eixw��ir'. xs :. -- -. .- .r_',e 1N1I�.•2 •. „,•:III 41:: o u S.� I rYA IxMTACi TDI 1100Ei1CRD GUTTER TO REMAIN EXISTNG SIGNAL PER OETIIii ROLY772-7k PRIOR TOMOCA TO REMAIN EDOSTENC EXI5TLNC FIRE 1 -- 1 II METER BILL HYDRANT AND WATER L EXISTING REMAIN 47 8AN0 EXISTING PULL BWL g' FLUSH EXTEND 2- TYPE METERS TO REMAIN SIGNAL PER OEF 1 A TO REMAIN. STAIN B PFTT OETAR 7 'K' COPPER WATER TOP n GRAY 1 LINE AS NEEDED APPLY !IMEN-MODIFED PERMEABLE PAYERS POLIURE THANE SEALER TO AS PART OF IAEDUCTIVE MATCH —J EXISTM FENCE TYPE 2 PER OETA[L�5 opow PORTIONS IF ALTERNATE EXISTING SIDEWALK T fffYNAIH >e I EXIsTLNG BA& aT d EXISTING LIGHT g g R POLE TO REMAIN PERMEABLE PAVERS ITYRI CONCRETE BELL .- 2' BEDDING, IB AGGREGATE BOLLARD LTIPJ • NONE -WOVEN GEOIIXnIE + 1N - PERMEABLE PAVERS ITYPI i BEDDING, 0AOpiEOATE' FNOIFMOTETN•� PERMEABLE PAYERS ON SAM BOLLARD ITYP.1 TDE IiED1EXI6E CONCRETE BEU. NCN WOVEN GEOTEXAND COAYWTE PAD i 9mg .///nIMDT. =p I IMAM= •u. - E•XIE = WAIL OF --•-- - - ... �. EX1STiNCTASWNN ra, s ,.. _ ,lY �yi,.•-. N �F wSS < �' EXTssD3r. ai�FTNflrr 1a [Y31AIN . :. E1451AN6 STORM PIPE •.. f'•Fr.'=1e.`xr'w CAUTION - DO NOT DAMAGE • SUB -GRADE SOIL SEE PLANS FOR LOCATION `' S*-GRAPE: pIpACTED RO-ORM LIME-•DRADE GRAVEL, 117 AGGREGATE - SOL 0' FLUSH CURB 4' BASE, �i7 AG( GATE I- WIDER -DRAIN GRAVEL, #57 AGGREGATE 12 AGGREGATE SUS -BASE NONWOVEN GEOIEXTDi iflP.} BIO-RETENTION SOIL Mix EXISTING STORM PIPE MSTi1:G STORM PIPE SECTION B SCALE: 1/8' = 1'-0' e� R r MATCH DMING CGRB AND GUTTER 4S10ENAIK RAMP PER PW-42 ...+ I GIFm PER 0UAX PN-v I• , LATCH EXISTING ASPNALT PER c a 4—j 3 CURB PER DETAIL T+IE-29 SIDEWALK RAMP PER PW-42 MATCH E ISIM an AMID CUTTER CONCRETE 8ELL BOLLARD RIP.) —S UN DER -DRAIN. SUGUI L -A 1/2' PUFORA710A or CENTER TO CENTM O7iNECT TO EXIST m STORM PIPE GRAPHIC SCALE IN FEET 2D' O 7.1 1:X -.. L /2 AGGREGATE SUB -BASE OLVA CELL ISEE MANUFACTURER'S DETAIISL SUB -GRADE SOIL IWB Fnanclal Came, Parkway, 50ite 300 tBlle Rock, Nkamw 72211 Crafton Tull � enelaeedaelwrveyna W 1.664 320.g t 501 664 67UI www,crallonNl.cwn aann[AndwM�v6nw `� flT A11I + wna4ndLs ry ij I t •' f. r 1 CRAFTON TULL CELEBRATING 50 YEARS MAIN STREET WATER QUALITY DEMONSTRATION LITTLE ROCK, ARKANSAS Kq.W o.. I KMDTMEW[1[!'DGMFG [N 5/13/14 2 R3HSFDINaRG-wm 6126/14 Th6doc .4•ndthe Id.•and dnlg�u Inearyontad heraln, owof prelnfbrW alma. M b=A*Z•1 an'rw�;+lne.w.x I� w a.r ae....d.l, w. a G. prr" Im .nf vou I••IvnNRwul4w altaw .ulhedurien.l G•b[a iw L wlltt�.l�x. sTAre cp hwacl re.,2ro71w ARKON AS m.a.n anvmv ni•cr[xson +++ ISSUED FOR CONSTRUCTION edn46.r.. Tw4+�.k No• 10217 A. SITE PLAN - 300 BLOCK &W14 C-104 R2 CURB INLETS JUNCTION BOX I S 281.75' 12" RCP S 280.02' SW 281.95' 24' FOP S 27877' I'E 280.95' 18' RCP N 278.91 18" RCP NE 278.62' —�— !48" RCP E 275.59') I - Co LEGEND (EXISTING) j I I mum LDEM _ I law " va � Uan POLE POMP POLE off ® M M"CTP BaAL rmemta. catam — -gym°— — r y SOUTHERN LANDLORD, LLC - I I � � t y�yn, � �� O vudne Dw mTmn � t " + a cu iamx slwrAm sax rxt _ 1,11 YAL1E ad LIE— ___� stalscotPee _W— +tam ax wreluiltrearrsut+Tnv 1 ca wta vow: W R1LPN1f ASERY � Teasels JUNCTION 00)( a3] �1W R3L.4 Y&W u06NIg10 BSWC GE— _ - 5 1 i /20 1 11 30' RGP S 276.39' A Faa sPdxooir oa6etla —ONE— II _ I I 30" RCP N 276.24' o w1e� �q aAwria ructmc r /FNu f! J (SIZE PER CLR MAPS) ® diva W uBeopup MEAM es.'Ovc IBESTA. kW 0.44' NORTH AND 0.14' BUILDING ENCROACHES THE asrEAs ��, + OF LINE NORTH LINE OF LOT 3 BY ff1l+, � r ' 80° o.sB' ' ffg au m ru, r I + ! 31' 18' E 139.64' 0^ ' ENM ND cPs vPaP NET noon r�—° 0 NOR AND O.27 aNIM res Te x EAST OF LINE FM OF DOttE ROGERS f Lry�reX,ty - , r I ffr f j+ 7C..X tiff m a r� wort OF wr i ASPHALT AGES LOT ' I f y r . 7 j 77CG`.0 av t amvauxE II 90 SPACES AND 1 + iJ fr jJt HANDICAP svAGE- LOT 3 4 ~ `•-._ ` r -�- S� NW CORNER IN BU]'.D ING NE LA7Rh'F72 IN BUI�IHv _—:1SEE INSETB,- S1 /2 LOT 10 FF 285.4V [~%`'mil -286— .rr_____ LOT 4 '~ff' f �_—�-- r J+ ' - -1 t -J LOADING DOCK 1r 3 STORY FF BRICK BUILDING D.842 ACRESf _ _ _: I- __;__4 OFF26B.9' ��^ / r LOT 9 LOT 5 _ � [ ~- �tis',,� — _ _ �- `7 � � `__ I OFF 2BF.35' ' —; ~ �J+1 ', s METAL 0.564 ACRESf FL 287.35' 7 STORY LOT 8 [ R- ! J f BRICK BUILDING [ LOT 6 r-. 6' METAL � - ! FL 287.44' '� ! NAIL •-' r� ^ I ! + [ � i ` — — —28/— — 10 SET LAS NAAA `p`h FF Mgr IT FF f WEST 4TSTREET CERTIFICATE OF SURVEY To Dclys Rogers Co.: Th4 Is 10 certify that this mop or plot and the survey on which It le based were made In accordance with the 2011 Minimum Standard Detail Requhtrments for ALTA/AGSM Land 11U* SWrwyr, jointly established and odoptad by ALTA and NSPS, and Induces Itemo 1, 2, 3, 4, 5(Lots 3-6 only}, 7(a). B. 9, 11(e), 13, 10, t7, 1& and 19 of Table A t4ereoL The field work was completed on May N 2D120 ' �Y�J,AIK ,Ai "AsaTJr, OFF '-'LOT 7 , , -_� IF 29e.38' O r ! jZl I ar � err FF 21a.41' j FF 290.35' 11 I + ~_ r dr• - I ;7ff cr'-�lrt I O91i L r*I- FF 287.9 t .0, ' ! + F'z W Ir FF 29T.47O+ riT�I u FF 287.48 l Jim t r 1 'i �¢ Ir d 1 �r..,'yj77lIyl FF 20I.5D' 1 i i J FF ffi7.2Y( r3 .+11` FL! �180° 28 FFM I 7 al tl Jj NWA.�� y����rY77 rr 0 GRATE DdET 15" CONCRETE E 283.31' JUNCTION BOBT 15" RCP W 282,71' 30' RCP SE 279.41' 30 RCP N 279.31' 1 (SIZE PER CUR MAPS) CURB IIW. / 15" CONCRETE / W 283 94' F'I.00D PLAIN STATEMENT THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X". NO PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 0501810107F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19. 2001. INSET A f -- - J INSET B DIEET C ! r 1 INSET 0 I I ! I I 0.OB' I I GENERAL NOTES: 1. VERTICAL DATUM: NAVD BB, AS DETERMINED BY GPS OBSERVATION. 2. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 3. NO EVIDENCE OF SOLID WASTE DUMP OR SANITARY LANDFILL WAS OBSERVED. 4. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELINEATED WETLANDS LOCATED ON THIS SITE. 5. UNDERGROUND ELECTRIC LINE IN ALLEY. NOT SHOWN FOR CLARITY. PROPERTY DESCRIPTION Lots 3, 4, 5, 6, 7, B. 9 and the South 1/2 of Lot 10. all In Block 76 of the Original City of Little Rock, Arkansas, GRAPHIC SCALE IN FEET ... 20 26 .sy 87ATZ ' A9eAH K v - BASS OF BEARING; GRID NORTH, ARKANSAS STATE J NANE COORDNATE SYBTBA. NORTH IONS 10301), DERSUANED BY GPS OBSERVATIONS, APPROXIMATE %. fnn'..: "T�'. `'c�P,1j'•D CONVERGENCE ANGLE d.-V 09 KIOBI'. �6�,p•'$ F` DISTANCES ARE SfAIE FMAlffGRIDDBrANCFS. ''•r+aunulsn'�''� COMBINE) ADJUSTMENT FACTOR=190a0.12691. I vcs rnenea c.r,.r rw.Y.vr• �►e xo um ooa..�am rn i t Crofton Tull 4 n°N°chx l xrm,Yq 501.6642M 1 0.666.671 .Am�nna w.r.c.nar.rnm..ro. ��� OF 4f,1� y olun',xu+ � wu �a 4LTA/ACSM LAND TITLE SURVEY of LOTS 3, 4, 5, 6, 7, B, 9, and the S1/2 of Lot 10, OF BLOCK 76, ORIGINAL CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS Ulde Rock, All K�� n.. aee� ��rlus w.w+ram u.�epm+e rr.� dpelrw W rr,(a4 �du rnpxryA Tdl+aerM.lr4l.e, rd1. rr r r.r� 1,.I.Ir w M pA krurrlrr P.ha Wseew INxde artrm.r.W Pyrn Sw+,1°en.1.Al.e e lfemalo w v6a woo � rxn af.wn.,. 4F U IV 21a -_--_ 4V RCP E 275.59'I CURB INLET JUNCTION TL 5 281.75' 12" RCP S 280.02' SW 28195' 24" RCP S 278.77 E 2B0.95' 19" RCP N 27BB2 r 1B" RCP HE 278.82 r O r j SOUTHERN LANDLORD, LLC I P� I /FND CPS , r% 0.44' NORTH AND 0.14' BUILDING ENCROACHES THE +r L ` _ L MESI NORTH LINE O LOT 3 BY 0' 1 J BpaNE 31� 18e E 139.64' r f ++ -I PND CPS + + 0.57' NORTH AND �l EAST OF LINE 0.2r r j 3 .+ _� +jj rj 1 ASPHALT PARKING LOT ! r 90 SPACES AND 1 LOT 3 Jr HANDICAP SPACE 4 r -I 4' OAS ULIZIZ` ff r1F` r Lw z + I `� y _ I Y �__-��_LOT 4 a1 O.fi42 ACRESf LOT 5 —7� J r ' ---L }j LlLOT 6 i—L fl 1N /i1 I f r"�-ti4 h'�� M-J fi4. O r A DOYLE ROGERS S 90� E 140.Q6R 0rrA S1 /2 LOT 10 _r r — ^y Lww DOCK FF 21 3 STORY BRICK BUILDING FF 2ee.9 LOT 9 @FF 29 M' t7w~�` ACRESf� LEGEND (EXISTING) m e= LmL'ftlK Faso got RN �; — -- — --- -- — ih' Jon Pal ID Pilaf ME all N,� m M3.4a1E PaIE5T/1 F AE WnaUR •— -•ze� j 1 o uAnac - ax aw - — — -ixa� S.w ".WT f e oa sAs hffV =nm um UK CA$Y&A do LK --G— nawla,, aimllacaRsar�srmv oa OVER Y&A PSE NNUIIr ASMay 00e400V 111011 JUNCTION BOXI am AIR REFIRE WLA ,--UGB—J� 1. RCP S 276.39' o7+8,ra+ 30" RCP N 276.24' r o 0 UTIN L� � PER CLR MAPS) r �xra HIM azMG KTk LN0800 a T11 Mga1 �}JJ66 sass NFT affiffn 1 LEY=N 00M L Mk Pail. 1e� 1NFr waooa WE f % aRem eaF aNa ! Men OF my - 7C...0 Rau 0DROU E f� 1 + 1 NW CORNER IN BUILDING NE CORNER IN BUILDING 1rr �r ��or of SEE INSET B,-- r1 i ¢ v ;r FT 255.41' I 1 I INSET A P 7r° _y RItm c e e IFF 289.38' 1 }i+; 1 arI 'yp , I TI t O.DB' 11 FF 28841' O d V r I 6" METAL aTA • : 1 '� FL 287 35' O FF 287.44' r 1 1 r 7 STORY LOT 8 y+= ► it, BRICK BUILDING 'v 1 SET 4AG t ' 1 � f I T.00A1(ZON +_ T r I N 80° 28,i3. 39 2^Zea r THFAINS C �� IWL1 $T LIAR z —287—�_�1� NAIL �Ti FF 2alA •6- METAL FL 287.44' w 'sr& FF 2B77.4r O rF Lv; �r1 oa FF-.49 -' rn 1 I OFF "'LOT 7 29• r N r+LArrIDt ; I r N k. 3h J)'fNIYT 80° PB' t~ FF 2117.LT`FF w J f WEST 4TH J STREET CERTIFICATE OF SURVEY To Dolye Rogers Co.: This Is to certify that thle map or plat and the survey on %h1ch It le based was made In accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and �r ted by ALTA and NSPS, and Includes li ma 1, 2, 3, 4, S(Lcts 3-5 dnly}, 7(a), 8, 9, 11(0), a 18, 17, 18, and 19 of Table A woof. The field work was completed on May S. 201 bate Gregory TfWyan. AR PLS No. 1096 FF ?BI.SSEEE O FF 297RY' i tg N N ISET O ? I"j+tf r f L.;tirl FF W,� • 0 'if J 15" CONCRETE E 26331' JUNCTION 13M 15" RCP W 282.71' 30" RCP SE 279-41' 30' RCP N 279.31' (SIZE PER CLR MAPSI i CURB r 15" CONCRETE i W 283 94' elCOD GE al}J SYIYEMEAFY THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X". NO PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 0501810107F, PUBUSHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. ' ff f !r r r` --��� INSETS , INSET D GENERAL NOTES: 1. VERTICAL DATUM: NAVD 88, AS DETERMINED BY CPS OBSERVATION. 2. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 3. NO EVIDENCE OF SOLID WASTE DUMP OR SANITARY LANDFILL WAS OBSERVED. 4. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELJNEATED WETLANDS LOCATED ON THIS SITE. 5. UNDERGROUND ELECTRIC LINE IN ALLEY, NOT SHOWN FOR CLARITY. PROPERTY DESCRIPTION Lots 3, 4, 5, 6, 7, 8, 9 and the South 1/2 of Lot 10. all In Block 76 of the Odglnd City of LNtla Rock, Arkansas. 15" CONCRETE E 26331' JUNCTION 13M 15" RCP W 282.71' 30" RCP SE 279-41' 30' RCP N 279.31' (SIZE PER CLR MAPSI i CURB r 15" CONCRETE i W 283 94' elCOD GE al}J SYIYEMEAFY THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X". NO PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 0501810107F, PUBUSHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001. ' ff f !r r r` --��� INSETS , INSET D GENERAL NOTES: 1. VERTICAL DATUM: NAVD 88, AS DETERMINED BY CPS OBSERVATION. 2. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 3. NO EVIDENCE OF SOLID WASTE DUMP OR SANITARY LANDFILL WAS OBSERVED. 4. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELJNEATED WETLANDS LOCATED ON THIS SITE. 5. UNDERGROUND ELECTRIC LINE IN ALLEY, NOT SHOWN FOR CLARITY. PROPERTY DESCRIPTION Lots 3, 4, 5, 6, 7, 8, 9 and the South 1/2 of Lot 10. all In Block 76 of the Odglnd City of LNtla Rock, Arkansas. GRAPHIC SCALE IN FEET u, r , �pn........... A' 0 7. is.. 'A6�3'�ATAP Fy •��' Y N ` BASS OF BEAM: GRID NORTH, ARKANSAS STATE PLANE COORDINATESYSTEM NORTH ZONE (OXIII. OFrElNN.NEO BY GPS OBSERVAROFA. APPROXIMATE /'•,, T- 9 g CONVERGENCE ANGLE 6,-V 0728.1081". ..... `p`• y.. 5.` DMANC6ARESTATEPLANEGnD DISTANCES ,,5.j1'� COMBINED ADJUSIMBNT FACTOR- I DDD037891. 1 De25 Mandd Centw Pmhwy, SNIe 300 U111e Ra.LAkamm 72211 Crofton Tull ■ aonemxrols+rvsYtns y0lAµ3'4LSS >ai;ALupfi t ollantulcmr, OT AV, � c*A1glt taro Y AdadN;4C ALTA/ACSM LAND TITLE SURVEY of LOTS 3, 4, 5, 6, 7, B, 9, and the S1/2 of Lot 10, OF BLOCK 76, ORIGINAL CITY OF LITTLE ROCK, PULASKI COUNTYARKANSAS Utde Rock All w,rrM° r_ m-.y r FRSERTED SPOT 6EYAAOHS_ 51MMI2 re.e�ea.sd. rl.r Yam y-i ,>a n...w 4d ,whnswnH OMrn, SW! R M�+gda:-r ug4Wsx_ aw•�w a'� a rill elwrisA.�war PAVER, TYPE 1, ROONGBONE PATTERN, APPLY GITUTACH-MODIFIED ON CONCRETE BASE, PCLY7IRlTFIAHE SFALETt TD ELOSEI PGRTILHS OF X TO 72' TAOEI !�N o FACE PEH OE'T 1 $ 5 EXISTING BASEMENT FLUSH RAIN .1 1 ncpu[uxr e E MATCH E)L OAROEN MW PAYERS .w r1 g z g SSA DA- GRAPHIC SCALE IN FEET SIDEWALK € PER z 2 wV PAiSI cN N MATCH DLEXIST= LIGHT POLE UGKT CAM PER DETAIL 1 g 20• 0 20' CURB AHk1 CU1"R1t NSI PVIL TO REMAIN C� PER T57 REL, TE EXISTING PULL S COLF]OMG S ATAK MATCH E7GSIINO OETATL PW-29 FIRE HYDRANT BD.Y TO REMAIN- yATtl{ an AM ,� GtAY aDNc THRUST STAIN TOP AI�1 SiNNro EXISTING LIGHT CHARCOAL GRAY T WELL pA eE 1 POLE RAWI P4R� I9 ``MOMALK TO RF]dA1N AB. D 271 PER PIF-{2 am PER I SIOEWNI( RAMPGETA4 -- -;.�;a• PIW-19 E70.5t>sl� PER PW-42 { :• TELL Xn 5EAT3 LG A P.Allflarl B CMAB PER STAINED CHARCOAL GRAY r •,+' : .r y, ,1 a ,•^= f•• i DETAA PW-29 MATCH 5. . IkA;; E>ORIi 18 ASPHALT a • ;i..;';•� - —=1 � �_ T tIY FIAT C1Ef8 ATA11L9] �- _ RAIN PER •;'� � ' �s,_ .. y � T'E1t CROSSWALK IT WHITE PA TYPE 1, NEARIIG BONE f 16' MATCH PAYER, TYPE 1, HERRING i�,i ' = • _ASPHALT - " �- uc� CURIB - ..... i 10MY (SING:PERMEAKE T I CURB CUT BONE PAPER SIDN" RAMP PER PW-42 STAITDI CHARCO& OKAY e _ i y T S a3. n PEA B 1B'xv WRITE DETAIL PYF'481. �.3. N I ASTNC EXISTING ST FE hEE 11Q1 am PER I MATCH AL_�-� CURB AND MATTER n- Mont—FXISTBi0 _ ---�- LODE TEE 71 PA++FM AT � � 1 OETAR PW-29 mll1 K RAMP O 13M DOABLE FIGHT - TD BE 11 � F7I PER PW42 EXISTING SIGNAL IL OE�All 1 O i�?7��^214A PRIOR M ROWIE 0jTrm Rs�H� j MAC TO REMAIN � WSTM FIRE — TT MATCH WSTING ALK •j BOX AND WATER EXISTING SIGNAL 4' S�@A}O PEA DETA1[(1 EXISTING PULL BOX TO RF O,% STAIN 4' FLUSH I E E7f3m Y TSPE METERS TO REMAIN TO RETRAIN T A TOP CH > GRAY PER OETA➢. 7 I I iC CAPPER WA1ER LINE AS NEEDED APPLY BTIUIEEN-MODIFIED IN THIS I BERTEABIE PDETAC S AS AI TI 5E% OF TO p.TET"T£ EXPOSED PART bG=RlE MATCH III EXISTING SMENA K EXISTIH FENCE EXISTING BASEMENT TO REMAIN- s. O1TSTINC LIGHT REMAIN TO i I PEAEiME PAVERS Y BEDDING /B AGGREW PFRMEFBt PAVERS ON SNYD AEA CONi" PFO tY MIN. SLOPE EXTERIOR WALL OF rl EXISTING BASEMENT TO mum EXISTING BAS£1@W170 8EM11d CAUTION - DO HOT DAMAGE SEE PLANS FOR IAC,AIM 4' BASE, OR AOdlEGAiE E jOU2 AMWWW ATE SIB -BASE 1 NGNNOVEN CEOlE7(fIE [GYP,) 3� 8' UNDER -DRAIN, SLTffMIIE 40, a 1/'Y CGB M M EXISTING STORM IPEP SECTION A SCALE 1/9' = 1'-0' Y BEDDING, #B AGGREGATE .14044O1iAi GEOTFXTILE PFAIEABLE PAVERS M) CONCRETE BELL BOLLARD [TEAL} *ON WOVEN G07EXW J% SLOPE ,„�i+_�,; • ` •' -. EXISTING STORM PIPE $ -GLADE SOIL - CL4�ACTM SIB -GRADE UNDER -DRAIN GRAYE1, 057 AGGREGATE B' FLUSH CURB LRIOETR-DRAIN GRAVEL, #57 AGGREGATE BIG -RETENTION SDI MIX EXISTING STORM PIPE PERMEABLE PAVERS n Y BEDDING, jB AGGREGATE - PEW -ABLE PAVERS ON SANS AND DONCAM PAD sr ML1L I s�PE EXTENFDR WALL OF _-.....-- EXOsm BASEMENT TO REMAIN ••} CAUTEOH - DO Not MACE SEE PEARS FOR LOCATION 4' BASE, 157 AOCAMTE 12 AGGREGATE At &LSE NONWOVEN c;E/TExTTLE {T i L7o3TTNa STORM PIPE SECTION B SCALE: 1/8' = V-O' CONCRETE BEE BLLLARD RYP.) SOD. I COMPACTED SUFF-GRADE J -A' UNDER -DRAIN, SW]ff.XU 40, I/f PERFORATIONS, r CENTER TO CENTER. CONNECT To EXLSTTNa STOMA PIPE NON -WOVEN L/2 AGGREGATE SUB -BASE SILVA CELL SEE MANUFACTIXtER'S DETAILS) -SUB-GRADE SML - - _ 48• RCP W 275 79 - -_ I 48' RCP E 275.59'1 Guae BRIT JUNCTION BOX I ---- _ _R LEGEND (IX STING) E S 281.75' 12" RCP S 280.02' SW 2B1,95' 24' RCP S 27B 77' I E 280,95' 18" RCP N 27flB2' I y 1 i STALLS 18" RCP HE 278.62' 1 -- ' RM"Pei 41p,p1r Ngrt PaE sx c Ei FOPqE an TUNKNE 1 — r y �LL 01®eEmAE WnaR — J / SOUTHERN LANDLORD, LLC 1 ++f ! 'vf i 0 =' i aw Comm I 1 r Bwrtr7Rr 3os� afMe.7 � r n etis im swurwrr 900 u1e oa DM MN uTM wtle lua uc emr s� s mo j i r fr K11 ummao mmos Y AM PELASE Y&A _ f / 1 3UNCnON BOX ; 1 4 NR p pAw Wy'h GOeq p GE 30" RCP S 276.39' f! Arft "F"m—EM —OHE—— A� + /FHo CFS _ 30" RCP N 2MAPS) 0 M1er D H 61CPGIe aFcleX 1 >,` + Q.M' HORIH AND 0.14' BUILDING ENCROACHES THE (SIZE PER CUR MAPS) J ® �� ,p �a 114Si0F UM' NORTH LINE OF LOT 3 BY v ' S 60. a oee�2a mE1� ' Wu m etrr _ 31' 18 r 139.64' aR DROP s4E FIND CPS 1000 rzUa S�WwD 0.27' +0.� aAMMME Eas X err FMamc f I F + I 1I i II �+ r I r ' DOYLE ROGERS BE lsyam wart OF sir ASPHALT PARKING LOT + I t 1 f 90 SPACES AND 1(rf r1+1 irl HANDICAP SPACE- LOT 3 fl SEE1 NW CORNET IN BUILDING HE CORNER IN BUILDING (9M&VE /� `��INSET A f + _ f GAS Lug-, y�__-_ y 1 �r1r INSET B 17-7fI B. �— —_� * — lo�I 7`�— r 1 F ' __ _-41 ,; iJ "+• meµ' S1/2 LOT 10 1 >r r `I' r � _LOT 4 O� ! C~ F 'ijl M y ,--� • ` - fl- - f ' I + Wl j^�r rr4 'i LDADIli0:D0p[ FF 285.41' , r ','y1l�r INSET A INSET B �1 f H r I i—r'____ FF 2ee.e2' 3 STORY :. 1 r r m`'� G I INSET o , BRICK BUILDING _ FF 286 3V I i 1 ! - _ a97' 0.642 ACRESf` --y . �• __;_ OFF zBe.s4' r -:+r! — 41 _ I — r LOT 9 S'' 5s 1 r i r 1 ----- LOT 5 + �1sT� — _ A ~7pp + Jr OFF 2ar.3e' I � F Ir �'� °•os' j ! r� 4Bp ge FF 288.41' a FF 2BB.3e' r f 6- METAL 0.564 ACRESf FL 2B7 3s' O ^ f 1+ r alir LI--_r -- FF 281.44' 11 r(r 7 STORY LOT 8 _ y !+ f BRICK BUILDINGr>ry� r! r LOT 6 E, `� sn FF 297.42'Z M1+ x If L r F Z r I r METAL f v2 I r q f = + FQxfM1qyTE FL 287.44' +r ! r F- I i + r f 21rGA5 Lp1E F-�ti„ +'- FFWAC cl ; f f r SET M + r LOCATION !1 '!� III^^^ -_ ,3� I 1 2 O GENERAL NOTES: NAIL�u I_i ! + + 1 f J I OQ LOT za f"�Trr (� 1. VERTICAL DATUM: NAVD 88, AS DETERMINED BY lFf ! + f r f t^"% GPS OBSERVATION. H 800 , — r� 1 b. ! 2. NO EVIDENCE OF RECENT STREET OR SIDEWALK ~ � 13' fy 1�j `W D fib` �.�� ! j� !! I CONSTRUCTION WAS OBSERVED. SET Mom' f KAIL7 1� �. � '� ze ! "' SANITARY NLANDFILL WAS OBSERVED.ENCE OF SOUD WASTE DUMP OR N� am{—, _ sly Of FF 2e7.sD O ! FF �aYr i 4. AT THE TIME OF THE SURVEY, ACCORDING TO THE 2� SEE r3 NATIONAL WETLANDS INVENTORY, THERE ARE NO NOT � �Kr--S - i'- =� W r� ~� 8 X L81• _ N INSET D„ ` tT 111 f DELINEATED ERGRO WETLANDS ND LOCATED LINE ON THIS ALLESITE. 5. _y ; —_— 13 w SHOWN FOR CLARITY. 7� � ��_ 1 `~w� FF� - 1F-; FF W. JWEST 4TH T�~_ �� 1v� ' r o PROPERTY DESCRIPTION 1 r ! �- Lis 3 4 5 7 8 9 and the South 1 2 f o 6, / 4GRATE INLETi —�:� of Lot 10, all In Block 76 of the Griginel City 4' 15" CONCRETE E 283. '!3 3/JUNCTION sox rf of Little Rack, Arkansas, 15 RCP W 282.71' 1 3RCP SE 279-4 301' rr 30" RCP IN2MAPS; ! f (SIZE PER CUR MAPS) CURB Thiw CERTIFICATE OF SURVEY J 15' cahagt To Dolys Rogers Co.: f N' 28•g4• _ 3 GRAPHIC I This Is to c°rtl}y that this mop or plat and the survey an which it Is based were made In occordance with the 2011 Minimum Standard Detall , �+urr+2n, 20' 0 20' C Requirements for ALTA/ACSM Land Title Surveys, Jointly established and a ' 1STirp;!•. . adopted by ALTA and NSPS, and Includes Items 1, 2, 3, 4, 5(Lote 3-6............. • ""p' ... only), 7(o). & 9. 11(a), 13, 18, 17. 1& and 19 of Tabis A erenf. The field THE PROPERTY SHOWN HERECN IS LOCATED IN ZONE "X'. NO OTAYN - S warn was comple Lad on May 5. 201 PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN THE sw' S�� 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD - BASIS OF BEARING: GPoD NORTH AMA" STATE Date: �LI' INSURANCE RATE MAP, PANEL NO. 0501870107F, PUBLISHED MANE C00RDINATESYSIM NORM ZONE(0301) "cry T Ivan, PLS No. 1096 BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED S r ? . DFiBWMB1BYGPSOBSERVATIONS. APPROXMATE OCTOBER 19, 2001. 'sAy T - .��•�', 1 D67ANC3 ARESTAIEPANEGRI0 DISTANCES. Co usrMBIR D loons Ma,aw ce Fro,-aW'SWe 300 NIB, Row:. Nkamm 72211 C ad#, on Tull 0. 0--& 501.E 4M*1 501.664.67041 wwvaaeowu — oen�uaa2anarcasw L Of A& + _ ~!lsa aallo' ALTA/ACSM LAND TITLE SURVEY of LOTS 3, 4, 5, 6, 7, 8, 9, and the S1/2 of Lot 10,'OF BLOCK 76, ORIGINAL CITY OF LITTLE ROCK, PULASKICOUNTYARKANSAS Little Rodr,AR ]N�P1ED SPOT EZLVAIICNS_ 5/0e/2012 sBaeaaa.ws.�+.,l.r rr ary. reeler,..w rrti 6we•,r,rH w prdrelemleeHr4 re. PwwneF t'ywr,lrA /Awraw, 6r�u,tr r r ti � ■�I,elr MIAL1r-�� r�L �1°,r,Rsb1 Yesu wC.netiToe i 1 W rsw�4r. r W 17em00a eansas ~2 fraL'ri 65,ww, oa®rn PAVER, PAnum APPLY BnUMEN-MODIFIED OASE. POLYUREDARE SEALER TO IN MA�) FACE PER I EXPOSED PORTIONS OF EXISTING BASEMENT FLU 2. PEW PAVERS(,) -.1 MATCH EX- -ABLE TYPE 2 PER DE A T JL EXI ST E GRAPHIC SCALE IN FEET SIDEWALK PA TO AIN MATCH E)L- CURB AND GUTTER Puti EXISTING LIGHT POLE OARDM PER OL7AFL& B 2b' CUF* PER- TO EMAK REL TOP EXISTING TO REMAIN CATE TING EWING mi OOIAM MA= SMEK4LKMAT01 EXISTINGD"Ah. PS-22 FIRE HYDRANT POO x A RNAIN. TVIRIW MATCH G. CM AND OUTTR EXISTING LIGHT MY $MIN TOP DENRCOAL GRAY TREE NELL PA AND ' TO I POLE TO REMAIN ... RAIN aae PER CETAZQ; =I SIDEVALK RAW law PW-42 SIDEWALK RAMP am Pet DETAIL PW-20 PER P*-41 q . . :. I SEAn STAINED C"ARMALMY . DErAll. PW-29 Dammmm C4� MATCH EXISTING ASPHALT III FLAT RAIN PER DET D PER CROSSWALK IT TYPE 1, HEERIM SOME PA PAVER, TYPE 1, MATCH mo OAM PERMEABLE CONCREM-� PER DUAILV If CURB MM SIDEM RAMP M STADMO 9T 29 X, A N DaSTING ST E TRIE YEu CM PER III MA EX)L TEE J pA O"A& Pff 20 CURB AND CUTTERPER 0 RIM 7 Domc UK m Ix fmSTTK om A, SIDDEWLK CM DOW HEW 11"A 0 CONTACT GUTTER TOR PR P" EXISTING PER 06 501 2- PRIOR TO RELOCATE I MATCH E)L T 0 EXISTING EXISTNO FIRE L. Ty MATCH DaLmIm SIDEWALK III I EXISTING KILL BOX e TO RD" STAIN I PER 7 Lmm Box EXTEND t TYPE T COPPER WATER HYMPAIT AND WATER METERS TO REMAIN EXISTING SIORAL To REMA"I CLMms AND III Top wp" OKAY — I LIE AS NEEDED APPLY SITUMEN-MODIFIED 2j�� PERUEAKE PA POLYURETHANE SN TO Im M1,11,16-11 i PATCH EXISTIN; IDa TYPE 2 PER 5 UcPam posTIONS cosw sks9am EXISTDMSWWALX TC REMAIN o DnIM LIGHT POLE TO REMAIN 11 kMEW-E PAVERS ITY I BEDDING, go AGGREGATE +r MILL SLOPE EXTERIOR WALL OF EXISTUM SASEMETT 70 FWAN pmm AASpmJp-Ram CAUTION - DD NOT DAMAGE SEE PLA HS FOR LOCATION 4" BASE, 157 AOGEOATE 12 AGGIEGATE NONWOVEN GEUTEMLE 6' UNDER -DRAIN, SCHEDULE 40, 1/2' PERFORATIONS, r CUM 70 CENTER, CONNECT TO EXISTING STORM PIPE SECTION A SCALE: 1/8" = V-0' Hp NON -WOVEN GEOTEXTILE MODIG, 18 AGGREGATE AEAKE PAVERS (TYP) x NON-WDVEN GEOIEXT3JE L WACTED SU8_0RADE_ •UNDER -MAIN GRAVEL. f57 AGGREGATE TIO-RETER11014 SOIL MD( EXISTING STORM PIPE tiVWINO STORM PIPE U-sm-Git" SOIL WER-01RAIM GRAVEL 157 AGGREGATE FLUSH CURB PERMEABLE PAWS MP> 0014M BELL BOLLARD (".) I CONCRETE REIL BEDDING, #8 AGGREGATE mm-cm BOLLARD "JGFATEXTIIE QN-KOVEN GEC AND CONCRETE PAD 4a EXTERIOR WALL OF ------ - - - ...... EQIymi; BASEMENT m IBM 12 A(YiEGATE SUB -BASE wman - 0 NOT DAMAGE SEE PLAWS KIR LOCATION SILVA CELL MWACTURER'S DETAILS) CONPA M SO BASE, 057 AGOREGAN t' Ow-ADARAIN, SIJB-GRADE SOIL #2 AGGREGATE 913-BASE lit PENcRATIourk r CENTER TO CENTER, NONWM GEOTD=M (MMPI CONNECT 10 EYIMNO STORM PIPE EXISTING STOW PIPE SECTION B SCALE: 1/8' = I'-D' — ll E J. E'�' PATIO 0 MAX-- py {pA9Ep) 'l�� COLIWM! � n = SW PAR OF � C.J. DRGNT DOORS O b REPFAOE W/ \�� � 4ATTDOII iG I y� e 4 "W pw E+L ORIAMNCS &J. EJ. 13'-D 1/i' Ed PANIC HARD ARE 0 SLOPE PA 2% MAXI CU 1:48 MAII w E.J. vT E.J. CATS FDC d \J\ LIST IG E.J. C.L OPE PATIO MAX- a�uaE 777 Fd 1'F1» FOOR L.a so P 1* • AREA UNINO RL7tRL0E WT/0 r CA 7CH D57M �® L.J. FA el _vq; II 3e• 1LLDE GATE ` 4' 3/4• 2 ED SEC t:4e LfAX -----� t} � NEW PANIC HARDWARE 0 EXISTING STOREFRONT PAIRS OF DOORS t 1 PARTIAL FIRST FLOOR PLAN 0 2 4 8 SCALE 114•- V-0' n TOP OF NEW PATIO CONCRETE TO ALIGN W// EXISTING PATIO I STOREFRONT DOORS TO RETRAIN. ENTIREI/R' PATIO TO CROSS k SLOPE EAST O 2% MAX SLOPE. 35' WIDE GATE FOR DOSTING FOG ACCt35; FIELD VDI FINAL L0OA7M 2 EXTERIOR EAST ELEVATION SCALE 1/8' T-0" j NOTE 1. 36' 'WIDE RAMP O PATIO SHOWN, IN LIEU OF 44' AS PER IBC 1010.6.1 AND TABLE 101&x THE TOTAL OCCUPANT LOAD OF THE PATIO IS LESS THAN 50 PERSONS. 608 SF PATIO O 15 SF/PERSON [` (UNCONCENTRATED) - 40 PERSONS 2. NO HANDRAILS SHOWN 0 PATIO RAMP PER IBC 101(19; RAMP DOES NOT EXCEED 5' IN HEIGHT. 3. DOOR 0 PATIO RAMP WILL REMAIN OPEN DURING OPERATING HOURS TO ENSURE AN UNOBSTRUCTED PATH OF TRAVEL FROM ONE LANDING (PATIO) TO THE OTHER ((SIDEWALK). OR, GATE WILL RETRAIN CLOSED AT ALL TIMES, AND PATRONS WILL BE REWIRED TO USE THE PAIR bF DOORS THROUGH THE INTERIOR DINNING AREA. 4i? I? sIl II, iI ?I x�r:sir, wr_< 4. PLEASE NOTE THE ADDITIONAL PATIO GATE TO ALLOW ACCESS TO THE EXISTING FDC AGINST THE BUILDING. NEW CONCRETE PAT10 & RAILING SYSREMI PREFINISHED METAL MUM WITH IV SOAURE TUBE FRAMING AND Jf PICKETS TYP. RAISED CCHCAEEf PATIO SLOPE TO ORAN, IYP. APPLY OEpC COAT 4 OVER CONC 91WACIE ROUNDED Em YV SIDEWAUX-\ i )I• EXPAII ION` 019 VERIFY WITH FENCE MFR FOR MAX LENGTHS OF SECTIONS 11'-0• NDT TO SCALE I PARTIAL EIiYATION LASER SHEETS OF P%YSTYRENE-' 1/2' EXPANSION JOINT 0y I- 10 XEP PATIO CORK AT 4' THK MAX EXTERIDR FACE At COLUMNS BASEMENT DECK BELOW PATIO-� 3 SECTION THRU PATIO SCALE: NOT TO SCALE LITTLE- PCOC C IBOA D OF ADJUSTMENT APPF "` D, : !) •'t l• iIC• ; QN01TIOi �S r'1 .-, �- . 'I 7nr NT �R; DL�r,I D L�r h �II±S %� T Q- Lj; li'i I I IMINUTFE BY: ��- _Z DATE: — �z MR ® ASI-DI 09.17.14 A LMe Rock, E. 60 37AIR 5 03726E ARCHITECTS INC. 501.375. 6601 F PI SAMANTHAS GRILL AND TAPROOM MANN ON MAIN 4TH AND MAIN ST. Date: JULY 28, 2014 TRLM EXTERIOR DETAILS shw Numtac A5 PAVER TYPE I - APPLY BTIUEM-MODIFIED HERPoN eNE PATIERN, i PCLYURE7HAIE SEALER 10 10 CONCRETE BA9E, j I EXPOSEI) PORTIONS OF FroA[f PER D T�1 I 1 2 S DaSTINO BASEMENT RAW > n CGAROEN CL z PERMLA r PAVERS g n i MASNDENALLK OL7AIL�7 TYPE 2PER •"� z PAUV ISTO EDENMNH y-cH GRAPHIC SCALE IN FEET MATCH TO RfRIG CUT POLE - PER OETIUL T e 2n- 0 CURB AND CUTTER 1 OWN DISIDIS i0 MAIN. G7LpED ELY4plETE MATPN R DETA]L P'A�26 ST TOP I REL CAW FIRE HYDRANT WX TO R.W.VAT(}! SDENBMIf 1X THR115T sTATx,oP CAM TTTEE„PLL J�' EXISTING LIGHT OILY CHAROpAt_ (;RAY PA AM SETTD SIRD¢-�� POLE RAIN Ap TO REMAIN rpm DETAIL U PER D.42 PER PW-4R SIDEWALK RAMP - 0 F�i13�EPYT-Pi • , Y k PER PK-4L SEAn . A rY1W! PER STAINED CHJRCOAt GRAY TREE Wc71 .._. P3IlERN B r' '- DEDYTL PFf2G MATCH_, DUSTING •;" .. i 'MATCH fOOS71NB ASPHALT NY RAT L' RAIN PER DET 9 CROSSWUX IT MITE PA TYPE 1, HERRING BONE PA Ir Pon �. ASPLlALT Phi Type T' dNA tAipi E0ST1116 PEALEABIE 1i CURB OUT L...r,.j 1 PA CURE AIA OU17ER PER OET a I S RAMP STARED cIAR�1." TRAY -- DUMB PER IB':lir *GTE DETAIL PIMI 7 N i I TE�� DMNG Si M VIE L p� MAiGF 4R _ " .." _ _ nVPJ PA DETAIL PIF2B CURB AND CUTTER 'PERDETAR] F]GSTD+G CAS 171E SIDEWALK IRAI� ° Lw DOUBLE LVA �,L IF]d1T To BE OUTTERC GURO A -I � � PERPwi2 '',,����;;;;�� WTMJ! ID REMAIN WAIN EX. RENA N % Do* R01�17y7�2-21,14�t PRIOR 1D RELOCATE EIOS7ING FIRE -------+ TIT MAldl pU$RHC SmAtx �"--'"T"•I METER on HYDRANT AND WATER EXISTING SIGNAL eta AND pAT1ER 4M1iL13E__if�om EXISTING PULL BOX Tr FLU9f L[ � EXTEND 2' TYPE NEtERS TO IEW]H 1� AA99��11��1 A T10 multi. STwmg AY S PER UETAR(] LINE WATER APPEY 81iu6)T-M[OD7E0 5 TO AMAIN II PFJLYEABLE PAYERS —I POLYIRE7EINK SEATER i0 I ARR OF'KDUCTTYEMATCHTOP m 2 PER S EXPOSED P=*lS OF ANAIE +I En50H6 SIDEWALK EXISTIK ETNCE 7 s EYUSTOIG BASEMENT m c-EXLSTIPFG LIGHT b g A POLE f TO REMAIN PERIEM E PAVERS CEYP! MCI" mu PERMEABLE PAVERSfT17E i �DDDID, rB AGfRiECro11E I BpAA1tO IIYPJ cGNG1a rE 1itL 2' BEDDING, S AOtliCATE KOIE-fDWI CE07EXIILE BOlL1RD TIYP.3 PFR]rEABIE RAVERS ON SMEF- PERMEABLE PAVERS TIY% i BETD)INO. 15 AG4Wli 7AN NOH-WOVEN No OfU =m PAD CONCRETE BELL PERMEABLE PAYERS ON SANG 04 NOIMNWE'H IE07IXiRE CEYNTSiE"EE PAD 1 YDL BOWBID (TYPJ 17 MRL RAPE 2x SLCaE StTFE - 2X S"DPE FxTERI0IE WALL OF T k , ..:.... EXTERIOR WALL OF EQSTW BAg.MDFT FXISIDIO BASFIENT :.: ^ _ _ u~ iU RTHAIX •✓. i 1 10 REMAINS - ;: R AGGREGATE S18-SASE 4- j �at�vorr m REVArHm aFILAIH E7U51DA STORM PIPE SEE Z - DO NUT DAMAGE ` - ':s• , S1AT�GRAOE SOIL SEE PLANS FOR LOCATION I _ CELL SEE PLANS SCR LOCATION r •' G!Dgt- IfI GRAVEL 157 AGGEGATE - - - ---- 57 SOL (SEE AMANUFACTURER'S DETAILS) CCIYACTFp 3[iB-GRADE 4 BASE, jb7 ALvRECAIE Ll �'AC[fD 51�-GRADE4 BASE, 057 AGGREGATE r num am B UIOFR-DR/UH, SCHEDULE 40. SM-GIAAE SOD. R AGGREGATE SUB -BASE $g PERTOR mml III CDMK /2 AUCRECATE 918-&M 111WER-DRAEH GRAVEL g7 AGGREGATE NONNOYMM GEOlE7(DlE TIYPJ CONNECT TO E1OB�ID10ERTm PIPE NONNOVETI GEOTEXIDE ITrPJ 1110-11CTWLTEu SOL MIX WON STYm PIPE -i I UfAER-WU1N, 9CIiDIAE 40, POSTING STORM PIPE t/Y PERMITORS4 67 RNIER TO CENTM WiNECT TO EXISTING STORM PEPE SECTION A SECTION B SCALE: 1/B' = V-0' SCALE: 1/8' GRAPHIC SCALE IN FEET 20 O 20' 1 T TIN SIIFa (72)EquWNm hyemak 121)M0&,h &vaPIw1 I (10)IaM6 mav*- {5� Cornw Mukw YLaNF� (1) Acer rubrum'A I& a F I vlil r;l (22) Equbitimbeewle ) € (Idi l)[aV3 I A,f ! (3)Comc>6Mcwteo7: I i I Q1)loheMcaelnri� t 6 I I { I ( I Z rr..wee I f I 5ts FA. TREETO REMAIN(TYP.) si IROMMIT115MPAVRHSRAIE I z ARGUING EX. TREE 1 I (I6) kwaPxn hYealale © r (Xty Wkge muleRiveli6pNd �l (!7] EgdNMn hyemwk (1)Cwdscuwdw" ) MONIMITH 52117AVERIGiATEA1 EACH 1RRF91OI0N MYfi RA)A ----� I (7)KluRcw llwandB I I L�1Muf,WDRpgcapRm+ i 1 �� I I s I i Plant Table - 300 Block i I ) I I j j +fk€• _ ( I t :z I g I Nc I I SEED AT SLORDAREAS IN GATEWAY FUTA(IYP.l REDCONENOWER, BIANKETNOWERANb I I I I I RED$IIRS I WILD RED COLIMMNE I (20) EcNnocw pugp Whh S.M. ( I I I E (+PLohNacw&.& I (10) Ectilmew PRpw-WNh Swan' (IWTxtlnacea purpxea llHRe lwmY (7)EgWelumhyemok (561 Urtwe—,it Varlepala' E( (26) Ur4a mmod'ymkpalo' ---, (R)LlkPe muuRl VaHepafa' • (1)CRnw wrkea'bonR - I � j I ^ j ! r •1 I 1 ! III I -(17)Muhknbw*capfth •3---�-1 --rl I I ���I t,I - f I-,,r, +' 7.... ) _I I! �_._... EIISTINGRMEWNT I t I I I I I I I { 1 In _ -_ °JAR - nJ __ H_- _ Ai SipPRO ARlA ifr110NAN7 _� — WILDFLOWER FAN E 11Y�1ACR'l.YJ LARGE RIVER FOCI( AT {2j u (3)0 RNt�{RPj 1 MAINSTIFET CUIBINLEI(IYP,) (16)Wiwi, mu I I OLTREETO MAIN OYP.) {d)T7wimo k1,d'+m (26)lw )Eg�r+^ 1 p7llwbxla fn - _ ... _ _ -_ - . -- __ -_ - = c 4pp7�=� _ - _� __ � "` µµ�� _ _ — - farrnkV va�➢YIv6a namiarNH>vm lawliarA , SSTNG ENT I I51lut tra Momp ))I '! '} `" (16)LobeRa caHOT III j ....._Y ("'- 00)Echlaacw PlxpRea'WhBsSwm' ! I I (6)Comw wdcw 7,arrN I I I(y{pdop.mwrnd vohgolo'.___+ 1 I II I I ( L ,, IA)Pmlhenabuu¢.n9'+.kla (56)w pemumewvanegara' I 1 I SRBdW0—hIWOdwdvlbowd"ra1- {701&hkwewprpuwwubsAedl i_.-._t 1 J "} (Ixy fa�,.ram nyAlnde ( (2e)Lhlap. mmcRl YRl,pdry } ) I 16 I DI TIUS ARFIL ` 19)EdYrwcw puryRea WNk Swot I AS PART OF Da=T;VE I I I I I Mlldi Hdln ( ALYEHSIATE {I , I (10)IRieMAa cadola� I I+)AarcweNen Symbol QuwNy Cormwn Nome Scientific Name Planting She ISOd Conlnuau Cft Mh Nokad Wfkffl rPam Npiowed. Rloa6eg Rah per%0wdWkftminm w&nrw6Wb& 1.ri 976d Red MIT (Red C011dlawim, 9knkel Flaw L Wild Red Columbim. Nolcnd WEdlowRFarm N Shamed fknft last An NdkwYalimrForm rxvmmndoAon SS Nock ed Rudbeckla lulglda 1Od AO Catllaal Noww lobefo cRdlnals 1Gd )167 H-Ald EqubeNm Promak 1 COL Hyuop XVRaBUr oftfous 1 Gd. Pemv & ahIDlaPala 7 Got 91 YOWe Swan CwMowR Echkwcwpirpurw WMeSweW 1Gd Symbol Gumdv Camwn Nome SAlerillc Name Pkntlng $he 0 12 kdmd Sw Oah ChmmwlEum W&Num 1 Gal d Phl Muhy GwR MukMlMrpk tapbdi 1Cd 21/ VRkpand Mope mYLaod valNpak' 1Gd Shull hol Q ScImm Name Rodrigshe 15 Im.1hidTwNg Dogwood CamRwlkw'hanN 3Gd IVhLx16•six. neee Q C SckntWC Nome Plantlnp She 1 Aulumn Mne led Mopk Acwmbmm'AuhrmnffwW VCd 2g•27 IN. qum "m eyNalka 6"Cd 2g-07 HL 1 Pblacla chlawlb 6" Cd I Ir-w HI. 1 ledbud Cerch canudenlb PCd IY•16'HL QN .ihu—dl 6'Cd 29•27 HL NOTE: ALL SOD, SEED, GROUNDCOVER, SHRUB AND TREE QUANTITIES ARE APPROXIMATE ONLY. CONTRACTOR SHOULD VERIFY EXACT QUANTITIES PRIOR TO BIDDING. SEED SOURCE; SEEDING NOTES HOLLAND WILDFLOWER FARM 1. WLDROWRSEED SHAtLItAPPUEOr11YOU-UP WILDFLOWER TAM P.O. BOX 328 RECOMMENDATIONS, t WEDROWEESEED SHALL BE PLANTED AS Ft13ECFFON 32 02 OD - LAWNS AND GRASSES 290 O'NEAL LANE SPECIRCA710N3. MGHr TEMPERATURES MUST If NO LOWER THAN 66.70 DEGREES FOR ELKINS, At 72727 GERMINATION, E. c1[ nL it, wat ROW. CULOVArE n1A 01 OrmF1W1;1 S00IEN THE Gi0UND 1-e PH,1-B00.6B4.3734 a9P. MARIONLYONl7AUWHNINGPDERASSOft NECOMOL'IWRHVAttEMSV1. EMAIL hwlldAowerformIlyahoo,com DISPERSELANNPDROPS. iHESLOFELEAVE 3UEfACE1WGNCeOD3WH H8R wwwAwlldflower,com 6, SNEAD POP BLACK COMPOST OV3 THE RIPPED GROUND TO HELP GNESEEDSA SOW. LM,HTLY DISC, ONLY ONE PASS ON THE CONTOUR RUNNWG=IWAYS,NOTUP AND DOWN. AGAIN, LEAVE IT IOUGH 6,NATIVE 31103 WANT SEEINTO-SOIL CONTACT SO PUT THE SLIGHTEST AMOUNT OF MULCH INIHE TANK MIA MARES ONLY, LOAD A MPA= OF SOTO COVER 01PIOFRLATE SOUMLI FOOTAGE OF GROUND, ADD A D0310F COMPOST TEA, MOLASSES OR OTHER 1103TAm1, BUT$KIP THE TRITIUM, HYDROSEED UNTIL AREA IS COVERED WITH PROPER SEEDING RATE THEN CAP THE 101 WITH A HYDRO•MVLCH COATING (SIB° THICK MAX.) 01 USE EIOSION CONTROL BLINKERS. iAFTER SPREADING THE $END, THOUMUGHLY SOAK THE GROUND. 7, WATERING FOR THE GEMINATION AND ESTABIISPIMIT OF THE WWROWE15EEDIS AS FOLLOWS:1/7 OF WATER A DAY APPLIED EVENLY THROUGHOUT THE DAY UNITLTHE PLANTS REACH V RN HI1GHT, AFTER THE PLANTS REACH I' IN HHGHT THEN APPLY V Of WATER THREE TYRES WEEKLY. B SUPPU9,WAL WATERING SHOULD IE APPLIED P 7HEWEATH12 N UNSEASONAILY DIY. R RAYIFALL O NORMAL THIN SUPPLEMENTAL WATERING SHOULD BE UNNECESSARY. I. WILMOWERSEED QUANTITIES ARE APPIOKLMATF. CONTRACTOR TO VERIFY E(AC1 QUANTITIES. f 1T 11 �(-., -,T,r i�;''j!c_f,'"•.l'I �,'," a`1!J�).1:71 Itii!'S L 0j.. - 'i, •f .- i,13!l �r.-ffII~iV7 .-,.�f� A.S 7Ji:.411 IV'.I i'l iI W-Z-I-- BY: DAM: L ZZ laers Fr,ar Rol cenrR Pamvay. wl1a 30D IHi veaW Nruen 72711 Craffon Tull � erq*bee'q lMereVap 501.664.32/6r 501.66167011 vn.•w �nvmu.�m cwmitws. W- ,y 101 .444 CRAFTON TULL 50 YEARS MAIN STREET WATER QUALITY DEMONSTRATION LITTLE ROCK, ARKANSAS RDB:NT:FP a1N1m EX TRIBES omit1 - KYLE D. BLAKELY ISSUED FOR! I BIDDING y�R'•. N I aor-.1��.�.� • •s8na V I lrr, in.. LANDSCAPE PLAN .300 BLOCK R1 E.J. C.J. £a E PATIO MAX- - / Cma" 1 } OF AkP' LACE W/ WA1pOW C.J.PAW Ea ` ti•. 1 ' 7 C. PIPE C aumm GJ 13'-D 1/P CA N PANIC HAFP O r mhlcwtl�D00Rc;./ E.J. $ C4 1 SLOPE PAIX 2Z MAII C-Tf k:48 YA% EJ. 7Ca j1 E.a EbST EA. CA PATIO 2P MAX - EJ.� SUCK PAIR �a�� .11E4EL �� AREA 0ELOAy 1171 EDDSTAIC o T;a x y u Ea - 3A' IMOE GATE 2 E17 SAC 1:48 MAX DMW NEW PANIC HAR9IWARE 0 STOREFRONT PAIRS OlF CODAS I1 PARTIAL FIRST FLOOR PLAN 0 2 4 8 SCALE I/4'•1'-0" �� ®=II=IIII=IC II Airiwill TOP OF NEW PATIO CONCRETE TO ALIGN W/ DMIN0 PAW =5 1/2' STOREFRONT DOORS TO REMAIN. ENTIRE PAID TO CROSS SLOPE EAST O 2l MA][ •3OPE 36' WAGE WE FOR 0051010 FDC ACCESS FE,D V1R'FY FL"AL LOCADON 2 EXTERIOR EAST ELEVATION SCALE 1/8" • V-O" • �li� Illi�'�OIl� INI �il0il�' NEW CONCRETE PATIO d RAILING SYSTEM VERIFY WITH FENCE MFR FOR MAX LENM OF SECTIONS I7 I NOT TOD SCALE PREFINISHED METAL RArUWI PARTIAL ELEVATION PITH Uf' SGAUK TUBE RAVING AND If PICKETS, TYP. RALED OONC" PAM aW E 10 DRAK 7Y?. APPLY DECK COMING OVER CONC SURFACE ROUNDED ERRS TYP CONC 0 2x 90fWATKxw � 1f E19�A� I •^ rlril��-ll LAYER SHEETS OF POLYSTYRENE2' EXPANSION JOINT O TO KEEP PATI111llOCO1S r BASEMENT DECX BELOW PATIO -•i1 I 3 SECTION THRU PATIO SCALE : NOT TC SCALE N07E 1. 36' WADE RAMP O PA710 SHOWN, IN LIEU OF 44' AS PER IBC 1010.6.1 AND TABLE 101&Z THE TOTAL OCCUPANT LOAD OF THE PATIO IS LESS THAN 50 PERSONS, 606 SF PATIO O 15 SF/PERSON (UNCONCENTRAIED) - 40 PERSONS 2 NO HANDRAILS SHOWN 0 PATIO RAMP PER IBC 1010.9; RAMP DOES NOT EXCEED 6- IN HEIGHT. D. DOOR O PATIO RAMP WALL REMAIN OPEN DURING OPERATING HOURS TO ENSURE AN UNOBSTRUCTED PATH OF TRAVEL FROM ONE LANDING (PATIO) TO THE 07HER (SIDEWALK). OR, GATE WALL REMAIN CLOSED AT ALL TIMES, AM PATRONS WILL BE REWIRED TO USE THE PAIR OF DOORS THROUGH THE INTERIOR DINNING AREA. 4, PLEASE NOTE THE ADDITIONAL PATIO GATE TO ALLOW ACCESS TO THE EXISTING FDC AGAINST THE BUILDING. ®ASI-01 09.17.14 L�KT6er /� IL ,I 201 E. Markham St 150 P�)� SAMANTHAS GRILL AND TAPROOM (L]\ IV, LI01e 501.3 5.0376 1 MANN ON MAIN, 47H AND MAIN ST. 501.375.6601T ,JULY 28, 2014 MA V A R C IH I T E O T S I m r 501.375.8601 F Dale: Tlli•c FJRERIt3 DETAILS •,tNr • Sheet Number. A5