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HomeMy WebLinkAboutZ-3632-C Map 2niC I/v Ltl \ \ .,- � �-.cx1�F:�>-Fbir.��ffits.cram'tssalwrnf3�eil.-u,maa_.c'�Rga:.a-e�mem.3�az' . \ v fE�.p�"sem e .m�.i¢a¢e•.ps 77- LEGEND DEED 77,56 ,S0e !y \ \ \ \ �/% SURVEYOR'S NOTES '36 W 7S�os, \ \ \ ,�� 1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE `""y > �r.aw � _. •o...o o. � D• PROPERTY USE .� C \ L• BASED ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDEDTHE ° _` "' •�^� 72• S.S. SANITARY SEWER UNE ^ W 5 C� 7FNCE �56'g8r�f0) \\ UNDERGROUNOD UTILIITIER AND IS/STRELD UCITUREFIED S W1 ERE AY VARYIFFROM LOCA1lIONS ONS SHONRJ ucr" e,u`0o V c P s'w WATER USE d• \ \ O HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE . $� e .,. GRAPHIC SCALE tri _ _ \ hj �U�=ff;^ 8 ,� r ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF a 4•c GAS USE THIS SURVEY TO LOCATE BURIED UTILITIES STRUCTURES. BEFORE U.C. TELE. g;; S F. AHTO MARKER \ \- / yeTc. reo:oon UNDERGROUND TELEPHONE USE 4G o 20 40 760 \ \ EXCAVATIONS ARE BEGUN, CONTRACT THE VARIOUS UTILITY COMPANIES u y _______O.N.E __-____ OVERHEAD ELECTRIC USE NE \\ \ FOR EXACT LOCATIONS, SIZE, DEPTHS AND TYPE OF LINES IN THE VICINITY. e -X-X-x-X- FENCE LINE Ell W \ 2. NUMBER OF PARKING SPACES: 319 + 10 HANDICAP. . .r..n,o E_' • I _ - - 1s' R.C.P. c = = STORM DRAIN UNE ( h F!.40 ) W I \ 3. STREET ADDRESS: 1701 SOUTH SHACKLEFORD ROAD, CITY OF LITTLE ROCK, I a CURB a cui7Ea 1 inch = 40 £L fV \ \ COUNTY OF PULASKI, STATE OF ARKANSAS. v SIGN POLECAD\\ \ 4. THIS PROPERTY IS ZONED 0-2 AND THE SETEACK LINES SHOWN ARE THIS N f 1 PLA`' LIGHT POLE CID 0) \ \,� \ THE REQUIREMENTS OF THE 0-2 ZONE. UTILITY POLE rk GUY 00 CO \ \ 5. THE GROSS FLOOR SPACE OF THE ARKANSAS HEART HOSPITAL IS 147,000 S.F. © SANITARY SEWER MANHOLE V) o\\ \ ACCORDING TO THE ARCHITECTURAL PLANS. v N O CORNER M WATER METER - - - - 1 Et 2 SWI/4 NWI/4 \ C� \ \ 4Q, ` .�. • +. pQ WATER VALVE -. - - -��IT -i-- -� ROAD --------------- 1_ - - - - - - �. STON 10 Q' \ \ b // t FIRE HYDRANT KAUFM �+ ` ROAD -40' R/W) BOOK 145, PACE - - - � GONG. HEADWALL \ S rF \ \ M1// r• cant q,rn p ! w AGE 486 Ji •q� L e S 'PK' NAIL \© 2Ss \ \ /n I - ® CAS METER S 02.09 21 W 227.19' - - � � � S- 5/8" I. PIPE // 2+ _,c.o.. I •� r�• a', •r ® TELEPHONE PEDISTAL ASPHALT /�� 1p E1/2 5W1/4 NW-/4 SEC. 10, T 1 N. R 13 W // iy qCt. ❑ CURB INLET F. 3/8' REBAR - - PAVELENT -- \ pFail 1.0' NORTH @ N �AtEZ WI/2 $M/4 NW1/4 SEC. /0, 13 W o QO JUNCTION BOX 13.3' WEST - - - - - _ - - I/ 24' F.ES \ t J"' •e •a 0 GRATE INLET - - -{ _ - - - - - - - - - - - '� IDT zs' BLD.. LBIE - - // �° °Gr - - -\ VICINITY MAP tc A ONE OVERHEAD ELECTPoC - - C.L. FENCE hw// 7y \ AO \ _- ELECTRIC TRANSFORMER OXYGEN E17 Oy 0 SURVEYOR'S CERTIFlCATE OHT OVERHEAD TELEPHONE ON CONC. PAD STOR. // RsntiO \ ay \ \ ryA CAN OVERHEAD TV CABLE ` The underegned hereby certifies to MEDCATH OF LITTLE ROCK, LLC., 1.5' RETAINING W // '+7r ri4jF37t1P \ \ (1)HEALTHthe CARE REIT, INC. and LAWYERS TITLE INSURANCE CORPORATION not $p 6(O Y O \ (1) the Purvey was prepared he the undersigned and was distances mode upon the � MAIL BOX 1. RETAINING WALL •S' C \ cwwt: (2) the Purvey and the information, courses and distances shown thereon ore 4 ?� \ correct; within in property t contiguous Wong its *rtlr4 common bof the la and Is o -� DOUBLE SIGN POLE i / (P \ enclosed within the Derimetere thereof; (4) all component parcels of the land shown on N O O // 4a q`( the survey ore contiguous and there are no goys or gores; (5) the right-of-way lines for 1.5' RETAINING WALL \ T \ 5hackleford, Kaufman and 1-430 are completely con p FOUND SURVEY MONO. AS DESCRIBED. - / E( p y tthe s to the .the dimensions, Innes s, the gross square footage, number of stories, location and type of building, and / �}• \ rR 6 \ property along the entire right-of-way oa shown on the Purvey, (6 the dtmenPlone, 4' CONC. WALK fii` G \ improvements are as shown, and are within the boundary lines of the property. (7) ® SET 3/8• IRON PIPE S P H A LG J BOX © 0+ AROUND BLDG. pb ( \ there ore no violation of any setback or building line requirements created by Q• CALCULATED POINT NOT SET. C 0 N CRE TE P A V EM EN T oIV\ building line zoning oment .as or recorded restrictive covenants; (8) any such setback or w W binding me tsgor uses a acting to on the Purvey, (9) there ore re eopeysical 12'M 1Y 11 \ \ encroachments or uses affecting the property appearing from o careful physical Inspection of the same, other than those shown and depicted themon, being the 4 ( \ \ following: a 2.3' encroachment of a retaining well onto the property to the north. V CONC. WALL Sp # S 00) ail utility services required for the operation of the property either enter the h, $ \ property through adjoining public streets or the survey shows the point of entry and �\ GONG. PVM'T. (T © \ \ 4S \ location o1 any utilities Which pots through or ore located on adjoining prints land; \\a' CRASS ?.y b+ \ (11) the survey shows the location of all visbls storm drotnoge systems for the MONITORING P • \ collection and disposal of all roof and surface drolnage; (12) the buildings and GUARD RAIL 4' METAL AREA Improvements are not located over or on an easements affecting the NI 7 rr 4,P G,pF\ �� utility ilnw constructed thereon; (13) the property b In flood zone 'X' and does not GUARD RAIL \ WELLS Y O Vf \ \ D Y g property or any `\U \ -/r•* lie within flood Aozard area in accordance with the document entitled 'Department of En LEGAL DESCRIPTION o o: HEUPAD 2' DR. INLETic = ..- 18 •_ T \ r \ .e HI-=1 and Urban Development Federal Insurance Administration a Special Flood PARCEL 1 - _ - -- 3' X 3' s (`Hazard Area Mops"; (14) there aro 319 and 70 hondco marked MCA7HI.LEG CV - - GRATE INLET \ f, A� \ the boundary Imes of the r P porrop spaces within 5'� \ 8'.v \ .� dery property. (15) the ,treat address of the property ia: ALL THAT PART OF THE SWI/4 NWI/4, SECTION 10, T-t-N, R-13-W, PULASKI 1.3' RETANJING WALL T,f� CS. 1701 S, Shockleford Rd., Little Rock, AR (16) the survey is mode in accord.... with COUNTY, ARKANSAS, LYING NORTH AND WEST OF THE RIGHT-OF-WAY OF ® \ A \ the Minimum Standard DLitt Requlr.rt7enla for Land Title Surveys jointly established U.G. TANK$ \ is \ and adopted by ALTA and AGSM In 1992, and included items 1-4 and 6-11 of Table A p_ thereof, and meets the Acouroc Standards of an Urban Survey. INTERSTATE ROUTE NO. 430 AND EAST 0' THE EAST RICHT-OF-WAY LINE OF 0 W T (FUEL dl \ \ \ !' y OD SHACKt.EFORD ROAD, BEING MORE PARTICULI,RLY DESCRIBED AS: i X % - \ It Y lam_ FB• \ GUARD RAIL t5s \ BEGINNING AT AN AHTD RIGHT-OF-WAY MONUMENT AT THE NORTH .�'�' RIGHT-OF-WAY USE OF INTERSTATE SHACKLEFORD ROAUTE , 430 AND THE EAST (7T 1.5' BUG. W \ 633• '\ RVEYOR: JOHN R. POWNALL, P.LS. y1215 RIGHT E N 2' 3 UNE OF ALONGSAIDROAD; MECHANICAL /ELECTRIC \ THOMAS ENGINEERING COMPANY THENCE N 2' C CR W ALONG SAID EAST RIGHT-OF-WRY USE, 839.98 FT. ARE, c Doted: MAY N 1997 TO AN 'X• 1 CONCRETE; $F 2.T % 27' 8' S.S. II ' GUARD RAIL \ \ 8 Ste' \ THENCE N 01' TE 46' E ALONG SAID RIGHT-OF-WAY WAY LME, NWI FT. TO AN ENO Vr n SECTION"X7 IN C CRETE ON THE NORTH USE OF THE WI/2 SwF/4 NWI/4 SAID � %-TIE WALL fi COLUMNS - 8. BL'X`,. NFJGHT=59.6' AT THE 5 &T42'10' E ALONG SAID NORTH USE, WI/4 SAID E A S/B' PIPE Loi 12342 E 26.7 in " J. BOX BLDG. HEIGHT-61. \ LANDSCAPED \ \ THENCE THE NORTHWEST CORNER OF THE NOR USE NWS/4 SND BECTON 10; \ \ THENCE 589' 23' 08' E ALONG THE NORTH USE OF SAID EI/2 SWI/4 a: J \ \ \ a 83.8' "' 26.7 m NW1/4, 155-47 FT. ( S 89' 112• E. ENO.' DEED) TOA 4/2' REBAR ON THE 4 83.8 ; \ WEST RIGHT-OF-WAY USE D INTERSTATE N0. 430; \ \ THENCE SOUTHWESTERLY AND AND NORTHWESTERLY ALONG THE �+ n 7-1" STEPS NO. 430 TERLY AND NORTH RINGS AND WAY USES OF INTERSTATE ROUTE M c 'r1 NO. 430 THE FOLLOWING BEARINGS AND DISTANCES: S 17- 56' 36• W. 156.98 FT. (S 17- Sr 50' W 157.06' DEED) TO AN AHTD a•r - tp 3 DOCK \ F. ANTI) MARKS? ROW MONUMENT; V, 4.4' _ _n S W 25'ON 52' W, 556.60 R. IS 38' 25' 41' W, 356.33' DEED) TO AN AMID S (3 8.5' X 3 } 61.8' 4' ROW MONUMENT: < AGE 6 DMNS , g ALTA/AGSM LAND TITLE SURVEY S 59' 07' 09' W. 238.34 R. (S 59' 14' 13" A 238.10' DEED) TO AN AHTD X-TIE W ROW MONUMENT; a W/ RAIL o Q Z N 83' 47'OF EG W, 14. CO TA IN 83' S9 38' W. 145.32' DEED) AC THE a L` V O \ \ 0 POINT OF BEGINNING, CONTAINING 383,898 50. R. OR 8.8131 ACRES, MORE OR \ \ \ ' - RETAINING ALL _ spy `\ `\ ARKANSAS HEART HOSPITAL PARCEL 1 i \ S� \ \ o PARCEL 2 4 PARCEL 2 T TROCK, A ATRT OF M w - ___.JxAT K _ A PART OF THE S1/2.- W7/2 NWTIC NWLY SECTION 70, T-1-N, R-73-W. PULASKI z) < ~ 'r . -� -. - - Vt \ �- _ -'� -' ARKANSAS .,.l= � }may � � � G� HEART �; -.... _ _ :•. \ '..TT;�N_ -. COUNTY, ARKANSAS.' MGRS PARTICULARLY DESCRIBED AS. � ... Z z � +�>�4,A�r..4s+J 41i y1V�j tiOSPTTAL�� � \ BEGINNING AT AN 'X' IN CONCRETE ON THE FAST RIGHT-OF-WAY USE OF wt wi 25 3 N N 4 STORTS) °' GRASS A R E A \ rile \ F SHACKLEFORD ROAD, BEING S 87* 42' 10' E, 45,0 FT. FROM THE F SOUTHWEST CORNER ' THE SAID E S D EA T RIGH -OF- SECTION to THENCE N 01'/8 01' 46' E ALONG THE SAID EAST RICHT-Of-WAY LINE, 225.09 R. TOA 5/8' PIPE: 4 f 3 W N \ \s\! 4 THENCE S 8T 54 08 E, 62479 R. i0 A 'PK' NAIL IN ASPHALT; < THENCE SOY 09' 21' W. 227NW 4 TOA 5/8' PIPE , THE SOUTHEASTCORa) t3 v t0 e�f \ \ \ THENCE OF SAID SI/2 1C` WI/2 NG THE N SAID SECTION 10; 6 O F GUARD RAIL \ G W1/2 N 8T W1 10' 6 ALONG THE SAID SOUTH UNE IN THE SAID 51/2 4.4' .-- A6 \ \` \ WI/2 CONTAINING 39,870 O. F R. TO THE POINT OF BEGINNING, - g I N CONTAMING 139,870 S0. R. OR 3.2110 ACRES, MORE OR LESS. < d- 4. 10 ^ � 4' � 4 \ \ 1i 'm zo 0 11' 11' 728.39' 26." 6 96.3' 8 8 96.3' W \ ��• C7t \ \ 1 + 6' 1.3' ROCK WALL t �• \ s BLDG, HEK#1T=50.6' LANDSCAPED 6J' _ \ \ O I COLUMNS I LANDSCAPED BLDG. HEIGHT=50.6' < N�ONC. SIDEWALK p I I CANOPY I CONCRETE SIDEWALK F J' \ a ASPHALT P A VEM EN T tT X-TIE WALL W/ RAIL FENCE 4 in ' \\ = � _ � BRICK PAVEMENT AREA 8' X 3' COLUMNS glee A SPH ALT P AVEM ENT F A\ 13 � � _ _ CRATE INLETS - - - - H MARKER � I \ \ 24' 1.5' RETAINING WALL 11 t8. -- - - -It 411 © It \\ UT7I CoC14 Lai I \` , STATE •OF \ ARKANSAS NO. 1215 _ ASPHALT, PA VEMEkT v O:`' N N ^ 3' X3'to GRATE INLET / / I CP y i �'fO n 73 71 3 Z Z 3 / i '1i \ ; •�� 8lONATURB �PvYA v: _ 0 o iI �' w 11 t2 � \ / / � 3 3 I ` •,� �f •$.•Uk W kr �' �P• / `�� ^� , 24' F.E.S. eAe�aJF1 9 AP4a44a4� Lr)I FL 436.60 A S P H A L T uA V E \ v M E N T 30 o. / DETENTION BASH ASPHALT PAVEMENT i z z (D POiNT OF BEGINNING ,Y Ai �s 3 SIGN - _ p 5' LOG USE - CON I ' J I TRACT 1 12 7gOA. Ft`G } 25' B.DG. UNE II L C 4cf F. AHTD MARKER j LANDSCAPED p ,? E A x - N 0101' E e 639.98' •OS. 'X' IN CONC. e ve LAN D S C A P E D AREA N Ol1r46w E 225,09' r w TELE, PIED. 1 S. S/8" L PIPE 'n 78.95 DROP INLET GNC. N OZ•3S 17 W / DROP INLET f CONCRETE SOEHALK N 02'SS'lY W 79.25' S. "X' IN CONC. - - - - - - - - - CONC. PAYT. -THOMAS JUNCT. BO% - - - - - - - - 24' R.C.P. / II POINT OF BEGINNING ' ' ASPHALT PAVT. - = - - _ _ _ - - _ _ i ii-Ac _s ii S �l a II DROP INLET - - - - - - - - - - - - - - - - NGINEERING - - - - ------ - - -.- - - -N _ _ aII P OR II DROP INLET i E820 LOOKOUT ROAD - D LiII ROAD II N. UTTLE ROCK, AR 72116 SW CORNER - - - - - - - -- - - - II --------_ - - I 1 TEL: 501-753-4463 SEC. W, T N N, R 13 I /4----- _, - a H v ASPHALT PAVEMENT SEC. 10, T 1 N, R 13 W II � II �----- 3 24' R.C.P. DROP INLET ASPHALT FAX: 501-753-6814 11 1II ._ II II - - - - 18" R.C.P. - - - - DROP INLET - ' __-_-_-_-__. 18' C.M.P.A. vI P A VE M EN T SCALE 1" = 40 16' D.I, WATER II DROP INLET GRATE INLET 4' GAS I 0[] ROP INLET DATE MAY 8, 1997 76' D.I. WATER m i Y THE R O G E R CEN T 'c R FILE MCATH-F.DWG KOGER Gt < a -_ �, �x... �. -- >• - --,, - - m w.:x . ~..�-• ENTRANCE DRAWER. 7-7-8054 HEET 1 OF 1 m