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HomeMy WebLinkAboutZ-9163 MapMEAVL ek HANEY =WAN —.ay�rffrfl�� _w s MT. HOLY CEME-MRY 211 L-t-11I- Lj 10 n„ 12 T� z r, rAa rqp cwnor itvr I I 2 I 1lep, �s nac vAa •+re 2 fa rAc ..wc 3�' �� 'rrr S 8 �• ]] I c+ 7Y rry tr• I +22r 5 rota +xz I ira r v.� 2 if no _ rzra 'no vAc ♦rr.. :rn- 2 ,3, 3 rA� -w, •. �• zw s 'sra 'riv 5 .. ,. Me 3 8 r•ar - �z. I.or 2 ••a„ •.o 14 TH . T. „r ,•,v '� ARPET ,ro 1l81NT, -Am a~1 a u�ji 7 ± _2 .sxx : n �s,A � 3 ' rile 'aa P.- +sot :eG S 'Sai An L 9T. for . 1" G 1 '•nr 8 rare J+'°' l� r^rswIa au 6 1 top ✓r..:::.. TM" ' 3 0► * axo 15o, 3 T RAC 5 i rl °O a - azz vA4 a c ►. ws i II iou� '..... J 7V 4 = .art fn '3 9 b. nro icy 'w I Yl+ S _'� VAS tlain roe 2 relr ,err h ,y,t 'sw ` e V1L r C7 a "tp ,yra ie+r r ++a .I 8$ D flf Iq ► 1 ant ",".a n Q - ,oW L7 fi ^Ara iMt r SQUAW „ � x � la<, C0�4lU:YiTy ti rra ,� 2 y x � � � � +err � B x+ � rrry v F- a;� 5Cj•jQpL CENTER wu 3�9 rn ,al. 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PAR u7 relz ` vAc "' K, Iona aw oa. maa aw Ia0 ■AL. TOWERS r0o lien 3 i rI. 12 ti eN • GOVERNORS rr ... nra •. vtas uw +o+• Imta ras lave '•�' Iw7Q e ►.+ ur ra fr ,low teas raL Iew wed re7 4n +t+ yr ImflIt75 ZIt70 rn a majl 5-511d" 6MANSIOFIlt7 ? Nsa u s y r ti 'K lets W It TH WRIGHT.'S .00 aza 19 TH ST. ti :' • 'ML 1a02 iae� 'CI xi na IwI 1O0 : t: r 9l l rra. IsaO iw too I" Itoa re00 ,xn ti { 2 rcao ney 2 I I �� Irv. 2 me 2II '� +oi 1 Isoe *•.cs +o+ too 2 N Ito. toe 2 II no. roe 2 II va �rw I II +vn `: :.:•rrrrr::•:: tr ---rrrr::: rr;: IM3 law I.Io R1GH SELL MII Iew low few tea: Met 3 " �• rIz In7 ItlO mr = r x rn ISI. SCHOOL rle Isle Lr TM+ tw reeo • ,��: 5 8 3 8 rU :! �Oar 3 8 Itlt 3 8 Ito rr 3 L'a namUYT Itla �t'r^0 2r b w. B ISM +-r�oA= '1° 20THST. ©UVl�lk.L W �/� em $ nzv rei ern '� R '0 TM. 7 Ytl.e nr yep rzz SLr 'f20 !11 ar. I - _ - - 4 0 FULTON �7 TRlrv,7r a mow moo avail for uool moo vac. zoao ma 2 I1 i� 2 I��Rzao •, 2 II 7 II two I coos 2 11 mo• rooe 2 aome 2 II.too, moo zoo. vA. vaa. 2 II 9O 4 zoos 2 I I za= mIo mow mlo zoos solo row iOOa ❑H vac mw mot rcaa zaI zoo 3 ro . zoo zon mw rail. xom arooe vac 5 8 Mo 5 xoal 3 a W02 mle �., 2ele xla re2 q 3 a3 e �v rove 3 8 raao molt 5 2 mom wu zola - - - 3 moo 9 !dl -DD. - - 3 g _ ewa ova mow eoem awI see vAc wigton 3 8 xvl. 21 ST S i tox• mes ease W. 21 ST. ADD. 21 zroz 2- SctmlTA,R rIC IITEMPI.EJ 21p 2 L[q e101 - -.. ... I ri4r 2 l zlov Ia :Ioo r•o- v�oa :lay rlrra eoI install roll back gale min 40' from the existing roadway back of curb r I � ! r 1 r 1 I I 1 I I r ! r� I I 1 � it 1�is I !I N 1 R I s I r +f rrrl! 11 ! jfEXIST. 5S MH +$11 1 I TOP RIM =3M, 74 FL=34694 (B' VCP IN N) ! FL=34114 15. VCP IN W) 1 { rf FL=347,44 (8' VCP PLUGGED) r 1 r !f I r jr '11 Ir r I + Ij rr J r II ! 1rf11 I I IJ 1I 1+ r I'I I/x REBAR r W CAP SET IS7, 5S WI 1 TOP RW.SS;,SD FL_ S49.43 (1 FL=349.44 (8- VCP IN E) rR=SYA30 W Vfy OUTS) r ! GIIAIRD 1 SISIVL7lI r LOT I— r r adjust l im d LOT 2 N >r OONSrFUCT 5' SIDEWALK W 7$. LOT 4 L s � w� Lor6 20, WEST 17(h INEEi (60' RIµt_NOW CLOSED) TOP "1j5A IB FL=351.00 IB- VCP IN E.) RatR.1350.S8 Ur VCP OUT W.1 �F LOT Tp 1 7S' y, R LOT 11 7r LOT 10 � R Lot 9 OON5IRIICT 25 5' SIDEWALK LOT e tbf c K,' C r/T t�. J f ' LOT LOT Iz LOT 2 Al O ^ 1 Bop 3 9 W 30015' FLOOD PLAIN STATFJAENT NO PORTION OF lHE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119CO456G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015. rm SITE STABILIZATION AND CERTIFICATION GRAFTON TULL CANNOT CERTIFY THE SITE AS COMPLETE IN ORDER TO OBTAIN THE CERTIFICATE OF OCCUPANCY UNTIL ALL DISTURBED AREAS RELATED TO THE CONSTRUCTION OF THE PROJECT, BOTH ONSITE AND OFFSIIE, HAVE BEEN STABILIZED PER THE PLANS AND SPECIFICATIONS AND ALL REQUIREMENTS SPELLED OUT IN PERMITS ISSUED BY THE STATE AND LOCAL AUTHORITIES HAVE BEEN MET. I CHISELED 'X' IN CONCRETE '-03SINO 8' SANITARY SEWER N GENERAL NOTES: 1. 1/2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. THERE ARE NO KNOWN PROPOSED CHANGES IN STREET RIGHTS -OF -WAY. 3. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 4. NO EVIDENCE OF SOLID WASTE DUMP OR SANITARY LANDFILL WAS OBSERVED. 5_ AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELINEATED WETLANDS LOCATED ON THIS SITE. 6. THE SUBJECT PROPERTY IS ZONED R-6, LEGEND (EXISTING SYMBOLS) o FOUND IRON PIN "ENT — ___. — — — — — — — R;E LIGHT POLE $ POWER POLE CURB M TELEPHONE PEDESTAL 9 TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE QQaDEE7( C(N1WR o SL4I1ART SEWER CLFJUNOUT SS --SS A GAS METER SANITARY SEWER LIE >< GAS VALVE GAS G G— LINE G— STORM SEWER PIPE _ _ ! W e DOWN GUY WATER LINE LSPECIFY 2M R TYPE) M WATER VALVE -- UGT -Y FIRE HYDRANT ASSEMBLY � C87 AIR RELEASE VALVE —UGE—1 UNDERGIROUND ELBCIMC A FIRE DEPARTMENT CONNECTION OHE—__, O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --—TJGTV — UGTV n ELECTRIC PEDESTAL UNDERGROUND RIEVVIM OHTV OHTV .. _ GRATED INLET OVr7iHFAD _ ...' CHAIN LINK FENCE ,_•::, DROP INLET WOOD _. _...,: ... .. wLTaO FENCE .. ---- — -'-A ------- -------------------- BMFFD WIRE FENCE P ---- -- ---- TREE coca mnr. FO CQ SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, CA13ION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED NOUN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. V. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. B. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, LTC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE J� TREE TO BE REMOVED r �y RIGHT OF WAY ROAD CENTERLINE LEGEND (CONSTRUCT. SYMBOLS 61dE11f48L( • SET IRON PIN ET — — — — AS — _--_ LIGHT POLE >� POWER POLE CURB ■ TELEPHONE PEDESTAL rzot' — 0 TV PEDESTAL INTERMEDIATE CONTOUR Q MANHOLE NDEK OONIOUR B— o SANITARY SEWER CLEANWT ss • GAS METER SANITARY SEWER LINE N GAS VALVE Ca O STORM SEWER PIPE GAS LIE STRUCTURE NUMBER WATER LIRE W ►1 WATER VALVE UOT FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE IBM AIR RELEASE VALVE UCE-� .i. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER ONE 4 BACK FLOW PREVENTER OVERHEAD ELECTRIC FO • REDUCER FIBER OPTIC RECTANGULAR DROP INLET, UGTV GRATED INLET OR JUNCTION UNDERGROUND 7ElEVlS1(W BOX (SPECIFY ON PLAN SHEET) --OHTV---OMHTV OVERHEAD TELEVISION CIRCULAR DROP INLET, GRATED INLET OR JUNCTION CHAP, LINK PENCE BOX (SPECIFY ON PLAN SHEET) WOOD FENCE x x BARBED WINE PENCE BUILDING SET BACK PROPERTY LINE — ROAD tFNNTERLNE BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301). DETERMINED BY GPS OBSERVATIONS APPROXIMATE CONVERGENCE ANGLE IS, -W 09' 53 479BT. OIDANCES ARE STATE PLANE GRID D6TANCES COMBINED ADJUSTMENT FACTOR = I.000D44911 I OBRS N.—id Gen lre Pak— Sege— ..J_k'Me0te MI- Craffon Tull m eng—rino 1v ' 501. fb4 3245 I 501 d60.67t1d l t:roNonmo °oln .n1�.r°,Aem°1 ne OOF4�V, GRAPHIC SCALE IN FEET BOUNDARY SURVEY OF BLOCK 240 AND PART OF BLOCK 239, ORIGINAL CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS 16th & CHESTER STREETS LITTLE ROCK, ARKANSAS n., do -k and tha Idess and deal- Inco,poretedherdn, torp,ore1l xMte.11thep d, in or Crahp TI- Assedaty, Inc, and Len mbe uad In whale In pars Ivanyotbv pro1ec5 Md,out the wrlttm .uN,xlzenon of Gelton, Tu114Ass,.deeey Inc 9i.vP*nor ... xm 09803303 4 ' r: G. SIILLIVAN pOCUMENYIS. eaec PRELIMINARY IN m NATUREANDISNOT� PRELIMINARY w AFINAL SIGNED o AND SEALED PLANS aH DOCUMENT a° � " xaaM+n15`jOo SITE PLAN C-103 I install roll back gate min 40' from the existing roadway back of curb r j I ! 1 r I r• I � i I� c 1 1 rr r I $ r r !�r, I rr IFrj !r ! + EX15T. SS MH ]pit 1 TOP REM=35l,74 r r FL=34694 (a' VCP IN N.) r FL=347,24 (a" VCP IN W.) r !1 FL=347.44 18" VCP PLUGGED) r 1 TOP RIM=35139 FL-349 43 0 FL=349.44 IS' VCP IN E ) EL=349.39 la' VCP OUT LI £XLSr. 55 MM pO5 TOP RIM=354, III • + j- '�- �� FL=351.00 (8" VCP IN E.) Ss_.e� �� a a-35D.ae �• VYJP bfT w I GUARD S80, E 3pp SHACK,00 ! LOT r+ L j adjust I Itan7 s kit tar J2 LOT r 21, ly. It LOT 11 FI.COT] PLARN STWENT NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 0511900456G, PUBUSHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6. 2015. � 3 �N^F, Ecr 75' LOT 4 ry 1 LOr6 WEST 171h STREET (6p R/W_NOW CLOSED) LOT 10 Lar y COfNSTAIICT 5' SIDEWALK LOT g i 20, 40' LOT I — LOT Iz LOT 2� � l Lor rr �1f 8Q° 35' O9" w Jaa.z�• --- SITE STABILIZATION AND CERTIFICATION CRAFTON TULL CANNOT CERTIFY THE SITE AS COMPLETE IN ORDER TO OBTAIN THE CERTIFICATE OF OCCUPANCY UNTIL ALL DISTURBED AREAS RELATED TO THE CONSTRUCTION OF THE PROJECT, BOTH ONSITE AND OFFSITE, HAVE BEEN STABILIZED PER THE PLANS AND SPECIFICATIONS AND ALL REOUIREMENTS SPELLED OUT IN PERMITS ISSUED BY THE STATE AND LOCAL AUTHORITIES HAVE BEEN MET. CHISELED 'X' IN CONCRETE IOH5w B' SANITARY SEWER GENERAL NOTES: 1. 1/2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. THERE ARE NO KNOWN PROPOSED CHANGES IN STREET RIGHTS -OF -WAY. 3. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 4. NO EVIDENCE OF SOLID WASTE DUMP OR SANITARY LANDFILL WAS OBSERVED. 5. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELINEATED WETLANDS LOCATED ON THIS SITE, 6. THE SUBJECT PROPERTY IS ZONED R-6. ce LEGEND (EXISTING SYMBOLS) SYMBOLS 0 FWND IRON PUN EASDAENi UGHT POLE - & POWER POLE CURB m TELEPHONE PEDESTAL IS] TV TV PEDESTAL ]INTERMEDIATE CONTOUR O MANHOLE INDEX CONIOUR — — — — —;-,'— — — SANITARY SEWER CLEANOUT SS --SS 6 GAS METER SANITARY SEWER L11E D4 GAS VALVE —G—C—G— GAS LINE C________3 STORM SEWER PIPE _ —W—W DOWN GUY WATER LINE (SPECIFY SM & TYPO C1<1 WATER VALVE —UGT �.Y FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE C81 AIR RELEASE VALVE UGE— lRH1ERGRWND FJECTRIC A FOIE DEPARTMENT CONNECTION OHE O WATER METER OVERHEAD ELECTRIC $ SPRINKLER HEAD UGTV— UGTV n ELECTRIC PEDESTAL UNDERGROUND TREVISIDN —OHTVOHTV "--ry OVEILIEAD IElENS10N IN .I GRATED INLET �-,-__________------__-_ ' CHAIN LINK FENCE it DROP INLET WOOD FENCE -. BARBED WOE FENCE - TREE FO FEW OPTIC RIGHT OF WAY TREE TO BE REMOVED _ ROAD CTNTERl1NE 4 LEGEND (CONSTRUCT) • SET IRON PIN EASEMENT LIGHT POLE lIt POWER POLE CURB 1 TELEPHONE PEDESTAL 1. v TV PEDESTAL ]INTERMEDIATE CONTOUR 0 MANHOLE INDEX OONIIXIR 1YOC o SANITARY SEWER CLEANOUT SS • GAS METER SANITARY SEWER LINE N GAS VALVE G STORM SEWER PIPE GAS LINE JIM STRUCTURE NUMBER WATER LINE W WATER VALVE UGT lf-lH- TT FIRE HYDRANT ASSEMBLY IINOERGidJHD TELEPHONE RBI AIR RELEASE VALVE 11GE T FIRE DEPARTMENT CONNECTION UNDERGROUND ElECIRIC ■ WATER METER OHE� B BACK FLOW PREVENTER OVERHEAD ElECIFUC • REDUCER FIBER OPTED RECTANGULAR DROP INLET, Um GRATED INLET OR JUNCTION UNDERGROUND TELEVISION BOX (SPECIFY ON PLAN SHEET) OHTV---OHry OVERWEAD TELEVISION �- CIRCULAR DROP INLET, GRATED INLET OR JUNCTION BOX (SPECIFY ON PLAN CHAIN LINK FENCE SHEn SITE NOTES I. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2 ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS 6. ALL CURB/SIDEWALK/HAND[CAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. B. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES. ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. WOOD FENCE BARBED WIREzFENCE x x BUMBIG SET BACK RIGHT OF WAY PROPERTY I THE — — ROAD CENTERLINE -------_— BASIS OF BEARING: GRID NORTH. ARKANSAS SIAIE PLANE COORDINATE SYSTEM, NORTH ZONE (0301). DETERMINED BY GPS OBSERVATIONS APPROXIMATE CONVERGENCE ANGLE IS. -00 OF 53479071 DISTANCES ARE STATE PLANE GRID DISTANCES COMBINED ADJUSTMENT FACTOR =1 00OD4491 I loszs Fnmela cenhe Po.kway, s„ne 300 NI'p Aee�AM-,rs Rgl Craffon Tull 4-gineedngl—ey 'I d6/32451 501-d6467041 www.crallanlull com unmunwrvwneK ♦� OT i0r roN ASOUVAkA y A$OLWgRC Ib 'JF GRAPHIC SCALE [N FEET 3 , D 3D' BOUNDARY SURVEY OF BLOCK 240 AND PART OF BLOCK 239, ORIGINAL CITY OF LITTLE ROCK PULASKI COUNTY, ARKANSAS 16th & CHESTER STREETS LITTLE ROCK, ARKANSAS ThlsdwumenC end NnIdm andd %J Ikh rp ebdhvtln, tof Pro)., I— saMcq Is Iha ..d, In of Cralea,5 Tull & Mwtleles, Inc, and Is na[ ca be,nnd, In whole In Pr 'any—Protect-h-1 Na wrinen aulhmlrauon of -ft..' TO & AuMalq Inc no: 09x03'.3 eP' �p� m 4n, THIS Pi <el.r.cn c.wllmn � COCUAIENi R � PIE LIMINARY IN NATUREANDISNOT PRELIMINARY ti AFINAL,SIGNED o AND SEALED PLANS 4* DOCUMENT �6 oa SITE PLAN C-103