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HomeMy WebLinkAboutZ-3632-C Map 7itrtlC INf.tl \ F. 1/2' REBAR LEGEND S 17 '$O' \ \ \ SURVEYOR'S NOTES DEED ` 36" W' \ \ \ � (A 1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE PROPERTY :V LINE `S1 Q6• D \ \ \`i BASED ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED 12" SS. SANITARY SEWER UNE ^ W `S" C,L FF lss 9 �EC'Q, \ \ THE SURVEYOR AND FIELD VERIFIED WHERE POSSIBLE. LOCATIONS OF ,no°o • ° arca WATER LINE r- W B \ UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN (€; 1 \ \ !°O HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE Q III®" 4'G GAS UNE GRAPHIC SCALE Ld \ \ ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF U.G. TELE. UNDERGROUND TELEPHONE UNE 40 0 20 40 80 160 r u' F, ANTI) MARKER \ \ THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. BEFORE - -,`� 'a,,..:000 r- ... tp �0 \ EXCAVATIONS ARE BEGUN, CONTRACT THE VARIOUS UTILITY COMPANIES ' ;• OVERHEAD ELECTRIC UNE In E � \ FOR EXACT LOCATIONS, SIZE, DEPTHS AND TYPE OF LINES IN THE VICINITY. N � � . ----x z -x -x- FENCE UNE 16' R.C.P. W \ 2. NUMBER OF PARKING SPACES: 319 + 10 HANDICAP, i•.r.r _ _ _ - - - - _ - STORM DRAIN UNE ( IN FEET) W \ •N I \ 3. STREET ADDRESS: 1701 SOUTH SARKANSAS. FORD ROAD, CITY OF LITTLE ROCK, CURB & GUTTER 1 inch = 40 ft. 00 v SIGN POLEO r I \ \ \ COUNTY OF PULASKI, STATE OF ARKANSAS. M t0 \ 4. THIS PROPERTY IS ZONED 0-2 AND THE SETEACK LINES SHOWN ARE r $ LIGHT POLE Obi \ \ \ THE REQUIREMENTS OF THE 0-2 ZONE. L�S , U71UTY POLE a GUY 00 00 \ \ \ 5. THE GROSS FLOOR SPACE OF THE ARKANSAS HEART HOSPITAL IS 147,000 S.F. , ,• s 0 SANITARY SEWER MANHOLE v \ co \ \ \ ACCORDING TO THE ARCHITECTURAL PLANS. ,.•r" NJ CORNER .y A " s Ip Is WATER METER WATER VALVE - - - - - - - - - - E, 2 SWI/4 NWI/4 P \ q ---------------- TION 10 FIRE HYDRANT U+ +•+A RlJ1y.EJ 4O• R I CONC. HEADWALL yj ( �) BOOK 145, PAGE 486 5. 'PK' NAIL S *0 W 227.19' - - S 5 8" I. PIPE © GAS METER S I)2 V9'21" _ s�• N? ,.� «a.o..'«,.. ".o •tlo ® TELEPHONE PEDISTAL ASPHALT E1 2 SW1 4 NWI 4 SEC__10, T 1 N, R 13 w I I� PAVEMENT -- -1 / / CURB INLET F. 3/8" REDAR n GRA1,£L WI/2 SWI/4 NWf/4 SEC 10 1.0' NORTH THIS PLAN . ; I° I2 JJNCTION BOX 13.3' WEST $ _ ._ - - - - - - - - - - _ - - 1 N. R 13 W // �\ X24' F.E.S. \ o A .•`' _ _. _ _ c•� \\\/ _ VICINITY MAP uul 11 i _ r ❑� GRATE INLET 25' BLDG. I - - - - - - - - -_ ONE OVERHEAD ELECTRICF - C.L FENCE h // 7'0 q ELECTRIC TRANSFORMER OXYGEN v E}i J' \ O \ \ SURVEYOR'S CERTIFICATE CHIT OVERHEAD TELEPHONE ON CONC. PAD STOR. // R SRN �� .rye/ �," 0 \ 0' \ <� The undersigned hereby cwtM,, to MEDCATH OF LITTLE ROCK, LLC., 4.CAN OVERHEAD TV CABLE I 1.5' RETAINING W / S! A'R�M ST \ HEALTH CARE REIT, INC. and LAWYERS TITLE INSURANCE CORPORATION that / f QpH \ \ O the survey was prepared by the undersigned and woe actually mode upon the MAIL BOX 1. RETAINING WALL {} IT R(CO O \ ground; (2) the survey and the information, courses and distances shown thereon are qp correct; (3) the property is contiguous along Its entire common boundaries and is or DOUBLE SIGN POLE @d \ \ enclosed within the perimeters thereof; (4) all component parcels of the land shown on nOO // �Ad• pqG<T \ the survey are contiguous and there me no gaps ar gores; (5) the right-of-way lines for Q FOUND SURVEY MONO. AS DESCRIBED -1.5' RETAINING WALL \ Shockieford, Kaufman and 1-430 are completely contiguouses to the perimeter linof the L �i \d \ property along the entire right-of-way as shown on the survey, (6) the dimensions, d., gross square footage, number of stories, location and type of buildings and ® SET 5/8" IRON PIPE 4' CONC. WALK \ C. \ \ Lmprolements are as shown, and we within the boundary lines of the property, (7) G P H A L T J BOX C AROUND BLDG. p y g requirements created by © O \ < \ there ore no vitiations of an setback or boldin line 0 CALCULATED POINT - NOT SET. 4 G C O N C R E T E P A V E M E N TI .1"'eE1, \ applicable zoning ordinances or recorded restrictive covenants; (8) any such setback w {} 4" \ building line requirements are shown on the survey, (9) there are no easements, W W / encroachments B, uses affecting the property appearing from a careful physical ,, a i2'w w inspection of the same, other than those shown and depicted thereon, being the b fallowing: a 2.3' encroachment of a retaining wall onto the property to the north. 1' CONC. WALL 4& \ B' \ (10) all utility services required for the operation of the property either enter the NH {} SA, \ property through adjoining public streets or the survey shows the point of entry and q S location of any utilities which pass through w ore located an od)Wning prNote land; �\ CONC. PVM'T. ( T ® \ \ ss 11 the surer p ?S S \ ( collection y shows tf all r of of all Matte storm drainage systems ter the \\ • MONITORING GRAS 5 I I P 6` e \ \ and disare not of all root and surface easements (aff the tithe pr and GUARD RAIL 4' METAL \\ WENS A R E A 4 P B(p \ Improvements [in ore not located over or on any easements affecting the property or any GUARD RAIL Y I I G \ utility Tina constructed thereon; 13 the \\ n 7 W EN �� ( ) property e h flood zone 'X' and dote nt j� O E , (/,yE\ \ � lie sithh n flood hazard Oreo It accordance with the document entified 'Department of LEGAL DESCRIPTION in o o: HELIPAD 2' GR. INLETS :_ .- 18 T \ t Housing and Urban_ Development Federal Insurance Admin(stratlon a Special Flood '�ffrr''�'�' Hazard Area Mo s PARCEL 1 I p - o -_ - ll'III S' Q� Mope; (14) there ore 319 and 1t handicap market parking spaces within ® 3' % 3' J y property, (AR the street address of the property is: MCATHI.LEG L� 4 � ® GRATE INLET S, e \ -. � the boundary lines of the �! I `• 4,6, \ '? \ the inS. Sum Standleford Rd., Lal Rock, AR; (16) the survey S mode of accordance with ALL THAT PART OF THE SWI/4 NWt/4, SECTION /0, T -1-N, R -13-W, PULASKI Oj J is' RETAINING WALL Ory(/ TgJry S. \ the Minimum Standard Dotal Requirements iw Lona Title Surveys jointly established COUNTY, ARKANSAS, LYING NORTH AND WEST OF THE RIGHT-OF-WAY OF 4 < ® U.G.TANKS N• \ �%p \ and adopted by ALTA and ACSM in 1992, and included items 1-4 and 6-11 of Table A INTERSTATE ROUTE , B 430 AND EAST OF THE EAST DESCRIBED s.- WAY LINE OF X X _ _ (FUEL OIL) \ \ \ \ •� 'tC[ \ \ thereof, and meets the Accuracy Standards of an Urban Survey. SHACKLEFORD ROAD, BEING MORE PARTICULARLY DESCRIBED AS O 1 �'9 \\l` \\\ BEGINNING AT AN AHTD RIGHT-OF-WAY MONUMENT AT THE NORTH s Y >8 \ \\ \ GUARD RML \ `SS \\ \ L /) � RIGHT-OF-WAY (ME OF INTERSTATE ROUTE N0. 430 AND THE EAST (7'1 1.5' BLK. W ® \ xY/M''- RIGHT-OF-WAY UNE OF SHACKUEFORD ROAD; MECHANICAL / ELECTRI \ \ S� N RVEYOR: JOHN R. POWNALL, P.LS. 1215 THENCE N 2' 35' 17' W ALONG SAID EAST RIGHT-OF-WAY UNE, 639.98 FT. y �' / TO AN 'X' IN CONCRETE; fly \ \ THOMAS ENGINEERING COMPANY 1- 2.T X 2.T \ 5?• a Dated: MAY 8, 1997 THENCE N 01' DY 46' E ALONG SAID RIGHT-OF-WAY LINE, 18.98 FT. 70 AN ENO yr 8' S.S. WARD RAIL \ 5 . �' \ a a - ca.uMNs 8" S.S. �• --®I \ FFQJ \\ X' IN CONCRETE ON THE NORTH LINE OF THE W7/2 SWI/4 NW7/4 SAID t X -TIE WALL 1•r - . . - SECTION 10; ul BLDG. HEIGHT=59.6' THENCE S 8T 42' 10' E ALONG SAID NORTH LINE, 616.36 FT. TO A 5/8' PIPE w 125.42 26 7 in J. BOX BLDG. HEIGHT -61.7' \ \ \ AT THE NORTHWEST CORNER OF THE E1/2 Sw1A NW'1/4 SAID SECTION 10; LANDSCAPED \ THENCE S 89' 23' 08' E ALONG THE NORTH UNE OF SAID E7/2 SWI/4 < 83.8' ""L'T NW1/4, (55.47 FT. ( S 89' /6' 12' E, 155.14' DEED) TO A 1/2' REBAR ON THE a 83.8 3 \ \ \ \ WEST RIGHT-OF-WAY LINE OF INTERSTATE NO. 430; THENCE SOUTHWESTERLY AND NORTHWESTERLY ALONG THE w 'n 7-1' STEPS \ \ SOUTHWESTERLY AND NORM RIGHTS-OF-WAY LINES OF INTERSTATE ROUTE Z fD NO. 430 THE FOLLOWING BEARINGS AND DISTANCES: 7_ M n \ \ ♦ F. AHTD MARKET \ S 1T 56' 36' W, 156.98 FT. (S 17'57' 50' W. 157.06' DEED) TO AN AHTD n < r 4 4, t0 DOCK \ ROW MONUMENT; _ S 38' 25' 52" W, 556.60 FT. (S 38' 25' 41" W, 556.33' DEED) TO AN ALTO I 8.5' % 3' d 40 a: n 61.8' 4' ROW MONUMENT; ti COLUMNS z _ \\ ALTA/AGSM LAND TITLE SURN S 59' DT 09' W 238.34 FT. (S 59' 14' 73" W, 236.10' DEED) TO AN AH7I) 't� X -TIE W \ \ ROW MONUMENT; < W/ RAIL kENCE o I Q N 63' 47' 41" W, 145.82 FT. (N 83' 55' 38' W, 145.52' DEED) TO THE_ POINT OF BEGINNING, CONTAINING 383,896 S0. FT. OR 8.8131 ACRES, MORE 4 1.5' U o c ` \ /" \ \ 1 OF OR LESS. RETAINING ALLILI ARKTA;NSAS HEART HOSPITAL PARCEL 2 I PARCEL 2 PARCEL 1 \ \ S \ \\ Di _IIT = R -> �.. _, _.,._ .v m_ - �. AS MGA7H2.LEG O z _ V \ TT _ ROCK. KAR?� A PART OF THE S1/2 W1/2 NWI/4 NWt/4, SECTION 10, T 1 N, R -13-W, PULASKI Z .--. - .r \ - Cxrn, ARKANSAS, MORD PARTIWLARLY DESCRIBED AS: ' �• z w + _n'��APf (4 STORIES) SiDTTAL G R A s s AREA \ \ Off* BEACHING AT AN D, EI CONCRETE ON THE EAST RIGHT-OF-WAY UNE OF ul w SEC ROAR. F THE S BT 47- 10' E, 45.0 FT. FROM THE z w 3 \ \ \ THENCESOUTHWEST CORNER ' THE SAID 51/2 D EA T RIGH -OF- SECTION 70; FT- TO N 01'/8 PI 46' E ALONG THE SAID EAST RICHT-OF-WAY UNE. 225.09 p R. TOA 5/8" PIPE; rn p < < W rn THENCE S ST 54' 08' E, 620.79 FT. 70 A 'PK' NAIL IN ASPHALT; a -� a Z 3 \TjI THENCE S 02' 09' 21" W. 227.19 FT. TO A 5/8' PIPE AT THE SOUTHEAST m ti e \ \ C \ 10 \ \ 9 CORNER OF SAID S7 /2 WI/2 NWI/4 NWt/4, SECTION 10; H 13 F O �•\ WHENCE N 87' 42' 10' 6 ALONG THE SAID SOUTH UNE IN THE SAID S7/2 " L Wt/2 WING 39,870 616.36 FT. TO 111E POINT OF RE ORMIG, S 4.4' GUARD RAIL \ \ CONTAINING 739,870 SO FT. OR 3.2110 ACRES, MORE OR LESS. I < 4 0 I a ,o r\ co G \et n z j LA \ \ A w \ a• �� \ 128.39' 26.7' 6 96.3' 8' 96.3' Q \ 6 ,y 7.3' ROCK WALL \ 1 E +BLDGHEiCtiT=50'6 LANDSCAPED ( 3' X 3' I LANDSCAPED Cp.UMNS BLDG. HEIGHT=50.6' < 3 Cb ':ONG SIDEWALK n a z GC N I I CANOPYI z a m X -TIE WALL W/ RAIL 1.5' RETAINING O � ® �• I a U ASPHALT P A V E M E N T = _ _ BRICK PAVEMENT AREA 6' X 3' COLUMNS GRATE INLETS - - - - - 13 = ,B= U I M ASPHALT ri P A V E M E N T 1 N 1 I U I 7 1 1131 1 1 I I I l u e A S P H A L T ? A V E M E N T 3 25' BLDG. UNE L A N D S C A P E D A T E A ' N 0101'46" E 225.09' S 5/8' I. PIPE 5. N 011)1 46 s 7 DROP INLET-�--- CONCRETE SIDEWALK II 3 POINT OF BEGINNIN II TRACT 2 If., IIo II A S P H A L T P A V E M E N T 24'R.C.P. -- - - - - - - - 16" D.I. WATER DROP INLET CONCRETE SIDEWALK M \ cF \ 1 � ASP H ALT P A V E M EN T < F. AN MARKER 4J �. ....... , © \ \\ N W I SPATE OF" ARKANSAS a NO. 1215 ru 3• %. 3• GRATE INLET � (ri I 24 S -C © O °' r1 1I � ,���' �'VAL LA�� •` \\p' �I I .� h� ' FL 436.60 et''4erRYstrs N4``a to I zF- 36.3 i- 30" 3p, DETENTION BASH I \S Z 2 Mi POINT OF BEGINNING I Ami N 12 E4T ASPHALT PAVEMET _ ' I I TRACT 1 I�c1'. LOG UNE I -'j OJyC � i � F. AHTD MARKER I / I I \ / LANDSCAPED AREA o i / DROP INLET CONC. N 02'35'17w W TELE. PED. 639.98' P. SIDEWALK _-- ----- BOX - - - - - - _ = _ - - - 24' R.C.P.R.CP II IIJUNCT. _HOMAS - - - - - _ _ _ DRDP INLET ------ 7- ------ -_ ENGINEERING II SHACKUFORDII gll II DROP INLET W _ SII - - - .--- - - - 'II ROAD II W N. LITTLE ROCK, AR 72116 II a:II < 1 TEL: 501-753-4463 II II A SP H A L T a - - - - -- - DROP INE I II DROP INLET ro II i'vl a - 18' C.M.P.A. II 1 P A VE M E N i SCALE l' = 40' 1 4' GAS w DP INLE z ff 16' D.I. WATER i In o v THE K O G E R CENTER U U KOGER c SIGN ENTRANCE 91 n m N 01'01' E 0 DRAWER: 7-7-8054 78.98' N 02'35'17- W 79.25' S. 'X" IN CONC. CONC. PAVT. p ASPHALT PAVT. m ~ err - ------ CORNER C SI/2 WI/2 NWi/4 NWI/4 SEC. 10,71 N,R13W 18 R.C.P. DROP INLET _ CONCRETE SIDEWALK M \ cF \ 1 � ASP H ALT P A V E M EN T < F. AN MARKER 4J �. ....... , © \ \\ N W I SPATE OF" ARKANSAS a NO. 1215 ru 3• %. 3• GRATE INLET � (ri I 24 S -C © O °' r1 1I � ,���' �'VAL LA�� •` \\p' �I I .� h� ' FL 436.60 et''4erRYstrs N4``a to I zF- 36.3 i- 30" 3p, DETENTION BASH I \S Z 2 Mi POINT OF BEGINNING I Ami N 12 E4T ASPHALT PAVEMET _ ' I I TRACT 1 I�c1'. LOG UNE I -'j OJyC � i � F. AHTD MARKER I / I I \ / LANDSCAPED AREA o i / DROP INLET CONC. N 02'35'17w W TELE. PED. 639.98' P. SIDEWALK _-- ----- BOX - - - - - - _ = _ - - - 24' R.C.P.R.CP II IIJUNCT. _HOMAS - - - - - _ _ _ DRDP INLET ------ 7- ------ -_ ENGINEERING II SHACKUFORDII gll II DROP INLET 3810 LOOKOUT ROAD _ SII - - - .--- - - - 'II ROAD II N. LITTLE ROCK, AR 72116 II a:II < 1 TEL: 501-753-4463 II II A SP H A L T FAX: 501-753-6814 - - - - -- - DROP INE I II DROP INLET ro II i'vl _ - 18' C.M.P.A. II 1 P A VE M E N i SCALE l' = 40' 1 4' GAS DP INLE DATE MAY 8, 1997 16' D.I. WATER i In o v THE K O G E R CENTER FILE MCATH-F.DWG KOGER c ENTRANCE 91 n m �� 0 DRAWER: 7-7-8054 SHEET 1 of 1