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HomeMy WebLinkAboutZ-3632-C Map 5E 1/2' REBAR /S \ \ \ - _ - �3ms ' • .a - _ - ,.. ll \ b° L_JL� I E•S,nE F I LEGEND 3 7J• -36' 3 \\ SURVEYOR'S NOTES 44�K>� 56 \ •••w,D a 6 W j5i \ \ .� 1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE ""M1 �.•w.e.00 .o+ o D• �• ` Vv, `` I PROPERTY UNE ,.� •G6• \� C BASED ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED 12' S.S. SANITARY SEVER UNE UJ 6' c� 156 ��FQ� \ \ ,L THE SURVEYOR AND FIELD VERIFIED WHERE POSSIBLE. LOCATIONS OF n W AFNce 9114 \ •�j� UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN '"" °° - E °,`• ' 6'w WATER UNE '� in - \ \ \ .(rO HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE • I =I�� ® (` "` r 4'G GAS UNE GRAPHIC SCALE LO - \ ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF u1=1 e 1 :b4C n.ND M CA o �S TD W.S f �t YI U.G. TELE. r 25' F. AHTD MARKER THIS SURVEY TO LOCATE BURIED UTILITIES/STFUCTURES. BEFORE `-• - s°=.:ooD3}o 8� "" i• 8 y UNDERGROUND TELEPHONE UNE 40 0 20 160 F- \ a j ii 5•Jx oH.E_ tq c. SNF \ \ EXCAVATIONS ARE BEGUN, CONTRACT THE VARIOUS UTILITY COMPANIES i p FOR EXACT LOCATIONS, SIZE, DEPTHS AND TYPE OF LINES IN THE VICINITY. _ _______ OVERHEAD ELECTRIC UNE''M \ \ \ \ ° n Dsv E 2. NUMBER OF PARKING SPACES: 319 + 10 HANDICAP. rte. -x -x -z -x- FENCE UNE - -_ \ r"" •4° LLJ STORM DRAIN UNE ( IN FEET ) to I \ \ 3.. STREET ADDRESS: 1701 SOUTH SHACKLEFORD ROAD, CITY OF LITTLE ROCK, I 6 CURB E: GUTTER 1 inch = 40 ft. Op = \ • O I \ COUNTY OF PULASKI, STATE OF ARKANSAS. ! s' �- S� POLE K) til \\ \ 4. THIS PROPERTY IS ZONED 0-2 AND THE SETBACK LINES SHOWN ARE :� I PLAN 1;1 LIGHT POLE CD \ \\ THE REQUIREMENTS OF THE 0-2 ZONE. �� Ou CO\ \ 5. THE GROSS FLOOR SPACE OF THE ARKANSAS HEART HOSPITAL IS 147,000 S.F. rC3r-+- SANITY POLE E GUY O \ \ - © v \ O \ ACCORDING TO THE ARCHITECTURAL PLANS. SANITARY SEWER MANHOLE \\ Is WATER METER N CORNER .y E7/2 SWI/4 NWI/4 WATER VALVE -' - - - - -- - - - - - - 'i TL1� � ,t T,T A r_� TION 10 9f FIRE HYDRANT KALI MA ROtil,/ (40' R/W) BOOK 145, PAGE 486 - CONC. HEADwALL� .S r \\ - - - ! I y0� F \\ �'/% r.c�°O,.t cr.r�.w s (L�•�a' c � f C67 GAS METER S. 'PK' NAIL S 02'09'21" W 227.1.95 - - � � S. 5/8' I. PIPE / \ © 382s. Ji T L E TELEPHONE PEDISTAL ASPHALT - - - - PAVEMENT E1 2 SWI/4 NWI/4 SEC. 10, T 1 N. R 13 W VEL / / -�/ ry e \ \ CURB INLET 1.03 NOJRERAMR QRA WI 2 SWI 4 Nwi/{ SEG 10, T i K R 13 W--- - - .- i 24' F.E.S.JUNCTION BOX 13.3' W�= I - - _ - - - - - - - - GCT -- -- --- \ \ VICINITi'..- MAP ■ GRATE INLET F 25' BLDG. UNE C.L. PENCE aE w jDqp O ONE OVERHEAD ELECTRIC ELECTRIC TRANSFORMER �• 6. ON CONC. PAD OXYGEN // R k/y� y \ \ A SURVEYOR'S CERTIFICATE CHT OVERHEAD TELEPHONE STOR. Ct. NG \ A4 \ Nf 4. 2 ,� The undersigned hereby certifies to MEDCATH OF LITTLE ROCK, LLC., CAN OVERHEAD TV CABLE ' 1.5' RETAINING W LL // 9sq qbF STOR \ \ HEALTH CARE REIT, INC. and LAWYERS TITLE INSURANCE CORPORATION that S'`(i� Bzo y O \ \ \ ground; (2) the e survey surveyy and threpared e Informationthe , courses and distanned and was ces, shown mode t Creon ore the MAIL BOX t.�' RETAINING WALL correct; (3) the property is contiguous along its entire common boundaries and is _ DOUBLE SIGN POLE i / < \\ enclosed within the perimeters thereof; (4) oil ComParcels ponent paels of the land shown on -e-v- ,.5' RETAINING WALL OO // '4p qG the survey ore contiguous and there ore no gaps w gores; (5) the right-of-way lines for FOUND SURVEY MONO. AS DESCRIBED. \ @ <T \ Shocldeford• Kaufman and 1-430 are CO,mpietely contiguous to the perimeter lines of the L // \(� \ property along the entire right-of-woy os shown on the wrveg (6) the dimenslans, ® SET 5/8' IRON PIPE - 4' CONIC. WALK qN S•c \ \ gross square footage, number of stories, location -and type of buildings and :i P H A L T J BOX © 0� AROUND BLDG. pq ( \ improvements are as shown, and ore within the boundary lines of the property, (7) G C O N C R E T E P A V E M E N T y0' D \ there are no Violations of any setback or building line requirements created by \ applicable zoning ordinances or recorded restrictive covenants; (8) any such setbackIN or p `V \ building line requirements oreshown an the survey, (9) there are no easements, CALCULATED PONT -NOT SET. 4 j} enwoochmants or uses affecting the property appearing from a careful physical �M1 \ inspection of the some, other than those shown and depicted therein, being the fallowing: 0 2.3' encroachment of a retaining Wall onto the property to the north. V CONIC. WALL SA S (10) all utility services required for the operation of the property either enter the yq \ •$ 1S \ property through adjoining public streets or the survey shows the point of entry and �•' GONG, PVM'T. < ® \ s` location of any utfiittes which pass through or we located an adjoining private land; d. fl T ?,q, 66 + \ \ (11) the survey Showa the location of all vistle atwm drainage systems for the \\ MONITORING G R A S S P \ collection and disposal of all roof and surface drainage; (12) the buildings and WARD RAIL 4' METAL A R E A 4 Im rovemants are not located over or an an easements affectin the \\ W1718 11 V -�Ok• \ \ p y 9 Property w any GUARD RAIL call O A f,y 6F\ > utility lines constructed thereon; (13) the property Is in Hood zone 'X' and does not `\p F N \ Ile within a flood hazard ores in accordance with the document entitled 'Department of LEGAL DESCRIPTION (n o o= HEVPAD Y GR. INLETtlC = ._ �8'_ T \ \ -Housing and Urban Development Federal Insurance Administration's Special Flood PAROL 1 I Of = o = 3' X 3, tr ,ddd�w Hazard Area Maps ; (14) there ore 319 and 10 handicap marked parking spaces within MCATHIAEG O 4 < GRATE INLET I .5. \ 3B, \ `!A. the bandary lines of the property, (15) the street address of the property is: ALL THAT PART OF THE SWI/4 NWi/4, SECTION 10, T -1-N, R -13-W, PULASKI • I 1.5' RETAINING WALL ,lig[ RFT,4j ? \ 1701 S. Shockleford Rd., Little Rock, AR; (16) the Survey is made in accordance with 0J1 �.� /y \ J'A \ \ the Minimum Standard Dotal Requirements for Land Toe Surveys jointly established COUNTY, ARKANSAS, LYING NORTH AND {VEST OF THE RIGHT-OF-WAY OF .Fa r ® U.C.TANKS .q�� %i and adopted by ALTA and ACSM In 1992, and included items 1-4 and 6-11 of Table A INTERSTATE ROUTE NO. 430 AND EAST O? THE EAST RICHT-OF-WAY LINE OF w T \ • `< SHACKLEFORD ROAD, BEING MORE PARTICUL:.RLY DESCRIBED AS: 0 X X - _ (FUEL OIL) thereof, and meets the Accuracy Standards of an Urban Survey. BEGINNING AT AN ANTI) RIGHT-OF-WAY MONUMENT AT THE NORTH i ° 0'-�_ fie• �\ GUARD RAIL \ %' SS \\ RIGHT-OF-WAY INE OF INTERSTATE ROUTE NO. 430 AND 711E EAST RIGHT-OF-WAY LINE OF SHACKLEFORD ROAD; PTT 5 BILK. W MECHANICAL / ELECTRIC ® \� \ 633• \ RVEYOR: JOHN R. POWTiAL1, P.L.S. W1215 THENCE N 2' 35' 17" W ALONG SAID EAST RIGHT-OF-WAY LINE, 639.98 FT. TO AN 'X' IN CONCRETE; 1� ARE 2.T X 2T 8' S_S. Ino' GUARD RAIL \ \ \ ♦ B S'% ' Q \ \ c Dated: ASENGINEERING COMPANY THENCE N 01' 01' 46' E ALONG SAID RIGHT-OF-WAY UNE, 78.98 FT. TO AN a END Wr a COLUMNS �, Fn \ X7 IN CONCRETE ON THE NORTH LINE OF THE WI/2 SWI/4 NWI/4 SAID X -TIE WALL - . - 8' S.S. SECTION 10; 3' 125.42' BWG HEJGHT=59.6' \ THENCE S 8T 42' 10" E ALONG SND NORTH UNE, 816.36 FT. TO A 5/8• PIPE w n '<6 in h S J. BOX BLDG. HEIGHT=61.7 \ \ \ AT THE NORTHWEST CORNER OF THE E1/2 SWI/4 NWI/4 SAID SECTION 10; LANDSCAPED THENCE S 89. 23' D8' E ALONG THE NORTH LINE OF SAID E7/2•SWi/4 s d y \ \ \ \ NWi/4, 155,47 FT. (S 89' 18' 12' E, 155.14' DEED) TO A 1/2 REBAR ON THE a 83.8' e� 83,8 26.7 WEST RIGHT-OF-WAY LINE OF INTERSTATE NO, 430; THENCE SOUTHWESTERLY AND NORTHWESTERLY ALONG THE �+ N 7-1' STEPS \ SOUTHWESTERLY AND NORTH RIGHTS-OF-WAY LINES OF INTERSTATE ROUTE ro o \ _ NO. 46' THE FOLLOwNG T. (S IS AND DISTANCES: j MF. AHTD MARKE:2 \ S 1T 56' }6' W. 156.96 FT. (S 1T 5T 50" W. 157.06' DEED) TO AN AHTD < - 44, (0 33:3 DOCK \ ` ROW MONUMENT; _ 5 W 25 52" W, 556.60 Fi. (5 38' 25' at' W. 555.33' DEED) TO AN AHTD I c. 8.5 X 3' lL n 61.6' 4' ROW MONUMENT; FENCE Z UMNS I z \ \\\ ALTA/AGSM LAND TITLE SURN S W ON 09' W, 238.34 FT. (S 59' 14' 13' W, 238.10' DEED) TO AN AMID X -TIE W O ROW MONUMENT; a W/ RAIL a N PONT47 41' W, 14. CO FA (N 36 59 38" W. 145.52' DEED) AC THE 4 U r INT OF BECJNNING, CONTAINING 3&3,898 SO. FT. OR 8.8131 ACiHES, MORE 1.5' O\ ^ OR LESSGL RETAImN--�.: 4 ci �V • \ Q F - l ��y \\ \\ \ ARKANSAS HEART HOSPITAL PARCEL 2a PARCEL 2 2 PARCEL 1 MCATH2LEG o o A PART OF THE S1/2A%, W7/2 NWTIC NWLY SC IBE 70, T -1-N, R -13-W, PULASKI ..... a - _ - 3 _4' .TC-p,h'SaA� -EMAWI Hf33PITAL '- .. �.` - "�\\ \ o. ._.:- s ROCK `A''. s_. _�T' AR.O (4 STORIES Ct > -COUNTY. ARKANSAS =MGRE PARTICULARLY DESCRIBED AS �. 9.. w N H /' R A 5 5 BEGINNING AT AN 'X• IN CONCRETE ON THE EAST RIGHT-OF-WAY UNE OF rn W I j$ 3 ) A R E A \ M1 \ SHACKLEFORD ROAD, BUNGS 87' 4Y 10" E. 45.0 FT. FROM THE K, z M01 SOUTHWEST CORNER OF THE SAID S1/2 W1/2 NW,/4 NWI/4, SECTION 10; .n > u N \ y \1A \\ THENCE N 01' 01' 46' E ALONG THE SAID EAST RIGHT-OF-WAY UNE, 225.09 FT. TO A 5/8" %PE; o a 3 LI.I 0 \ THENCE 5 8T 54' 08' E, 620.79 FT. TO A 'PK' NAIL IN ASPHALT; < \` THENCE S 02' 09' 21" W, 227.19 FT. TO A 5/8' PIPE AT THE SOUTHEAST <s m /,1 CORNER OF SAID S1/2 WI/2 NWI/4 NWl/4, SECTION 10; o l3 THENCE N 87. 42' 10' W ALONG THE SAID SOUTH UNE OF THE SAID Sl/2 {4' GUARD RAIL WI/2 CONTAINING 39,870 O. F FE TO 111E POINT OF BEGINNING, $ C4 G MNTAINING 139,670 S0. FT. OR 32110 AG4ES, MORE OR LESS. 'S I - < t A \\ \\ \ DO 4rZ 6\ \ \ 0 71' ,1' 128,39' 26.;" 6 96.3' 8 8 96.3' z \ \ ,V ,•/��t',jL 1.3' ROCK WALL f BLDG. HEIGHT -50.6' LANDSCAPED 26.T � \ ` ' D I COLUMNS I LANDSCAPED BLDG. HEIGHT=50.6' > 3 O \\ \\ �•/J�yJ� 4 \ C 3 . N OONC. SIDEWALK n z p I I CANOPY I CONCRETE SIDEWALK a 'J'. \ \ ors ® < : \ \ I \ \ ASPHALT PAVEMENT � � � 6 BRICK PAVEMENT AREA 8' % 3' COLUMNS H Q \ ASP H Alt PAVEM EN T F. AH MARKER 1 \\ X -TE WALL W/ RAIL FENCE _ _ � CRANE INLETS 13 �_� 24' - -_- 1.5' RETAINING WALL 18' _ I \ V``sill®6lt Eefegr 73\\2r. qTU© \\ I Q 1 , , •�L.V.STATE •OFL' . 2.3, 8 \ N 141 I •, w .• . o c o I s15 \ I h � � � NO. N \ i ASPHALT vi PAVEMENT I � � � .•- � \ ' i O /$ O n _ !!'rte• / 3X3 GRATE INLET / 14 �G i'O ssGxATv1¢ ,y �1j, 2 i p041�?: p ,` 05 a \ I 3 p ,3 a a \\ �' ,a _ - I :- I I ��'�. N•4L LAI��,,r°. _JF.E.S, 24' ep{te ` V8 Q4 iiliii W w 23 I \\ / i �• FL 436.60 A o� A S P H A L T 5o v � S � j`S, A V E M E N T 300 30• _-p DETENTION BASIN I \ Z GO (3I POINT OF BEGtNNENG I 3 ASP H ALT PAVEMENT - - ZN1 ® SIGN__J - i TRACT 1 r 5 AN D S C A P E D p R E p LDO UNE iIIRI G'01,C 25' BLDG. UNE - - -- - - I - - II O - - - - - SCF F. AHTD MARKER .: LL A N D S C A P E D AREA (0`�fi 98' F.E.S. I / N 01'01'46" E 225.09' s. x IN CONIC. N 0101' E N 02'35'17w W TELE. PED. I' s v S 5/8" i, PIPE V' • 78.98 DROP INLET / I N 011)1 46 F. T 225.7 Ca•'Q DROP INLET CONCRETE SIDEWALK N 02'3517" W 79.25' S. 'X" IN CONC. SIDEW, -THOMAS a CONIC. PAVT. / j 1 i V FY1�S JUNCT. BOX h, 24" R.C.P. II POINT OF BEGINNING r a ASPHALT PAI/T. II - - II ENGINEERING ro TRACT 2 :1 16m ' II II DROP INLET - - - - - -. - - '- - -..- - - --_ -----_ -_ -- --------------=-----" _ _ a KLEFORD F DROP INLET ----------- - SII C II 3810 LOOKOUT ROAD ZL sW cGRNFI - illi - --- --- - - all R®�D II z N. LITTLE ROCK AR 72116 SEC- vn/z NW)/413 W i TEL: 501-753-4463 IIv ASPHALT PAVEMENT SEC. 10, T1 N,13W SII �iI 24" R.C.P. II -- - _- - SII 3 ASPHALT FAX: 501-753-6814 -. ----18" R.C.P. DROP INLET DROP INLET !0 16" D.I. WATER t8' C.M.P.A, - DROP INE II �I 1 PAVEMENT SCALE 1'r = 40' - DROP INLETGR1 ATE INLET 4' GAS ROP INLE _ v DATE MAY 8, 1997 16' D.I. WATER rn ' i v o THE K O G E R CEN TER KOGER FILE MCATH-F.DWG Ct c ENTRANCE 9�'�\ `� m DRAWER: 7-7-8054 SHEET 1 of 1