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Home My WebLink AboutZ-6278-B Map 5• FOUND 1/2e REBAR p SEr 1/2" REBAR - ASPHALT FIRE HYDRANT ® WATER METER ® WATER VALVE rQl UTTLTTY POLE k GUYWIRE - LIGHT POLE -w4 WA - WATER 20' UTILITY G - GAS -va - UGT - BURIED 24.14' 1ELEPHONE FOUND 1/2" REBAR PROPERTY DESCRIPTION Lots 1 and 2 The Sports Authority Addition, City of Little Rock, Pulaski County, Arkansas. PROPERTY DESCRIPTION .Or 1 A part of the South 1/' of the North 1/2 of the Northeast 1/4 of the Southwest 1/4 of Section 4, T -1-N, R -13-W, and a part of Lots 20,21, and 27 Montclair Heights Subdivision (Part II) all In the City of Little Rock, Pulaski County, Arkansas being more particularly descritod as follows: Commencing at the Norheeast Corner of the Northeast 1/4 of the Southwest 1/4 of said Section 4; thence S 00'36'55" E 19.63 feet; thence N 89'23'22" W. 20.00 feet; thence S OC33'07" E. 325.36 feet; thence N 8923'37" W, 14.19 feet for the POINT OF BEGINIIING. Thence S 00'33'07" E, 80.89 feet; thence N 46'39'42" W, 24.14 feet; thence N 8923'37" W, 161.41 feet; thence S 00'36'23" W, 258.13 feet; thence N 89'20'07" W, 134.67 feet; thence S 00'21'31" E, 207.72 feet to the Northerly Right -of -Way of Chenal Parkway; thence along said Northerly Right -of - Way along a curve to the left having a radius of 1165.92 feet, an arc length of 28.47 feet with a chord Dearing and distance of N 47'53'29" W, 28.47 feet; thence continue along the Northerly Right -of -Way along a curve to the left having a radius of 1165.92 feet, an Arc_ength of 304.38 feet and a chord bearing and distance of N 56'04'12" W, 303.52 feet; thence continue along the Northerly Right -of -Way along a curve to the left having a radius of 1165.92 feet, an Arc Length of 129.11 feet and a chord bearing and distam:e of N 66'43'39" W, 129.04 feet; thence N 00'23'47" W, 40.00 feet; thence N 00'2J'58" W, 254.66 feet; thence S 89'33'08' E, 82.53 feet; thence S 89'23'37" E, 625.10 feet to the POINT OF BEGINNING, containing 4.830 Acres (210,382 sq.ft.) more or less. FOUND CONC. MONUMENT FOLIE RCP x HT ° 50.7' STORMDRAIN INLET ELEV. TOP=443.94 70'R ELEV. E=441.44 CONC. FILLED _ RETAINING ' WALL 4 y - ASPHALT iUMP:i PAADMpv$TER COMMENTS W { „ ~. - CONC. FILLED No prescriptive ar6as were noted on site. - PIPE BOLLARDS .� . ELEV. E=449.7 492 J7 - 4 STORMDRAIN I s 20' UTILITY 4,1 . PROPERTY DESCRIPTION LOT 2 A part of the S1/2 of the N1/2 of the NEI/4 of the SW1/4 of Section 4, T -1-N, R -13-W, City of Little Rock, Pulaski County, Arkansas being more particularly described as follows: Commencing at the NE corner of the NE1/4 of the SW1/4 of said Section 4; thence S 00'36'55" E, 19.63 FT to a point; thence N 8923'22" W, 20.00 feet to a point; thence S 00'33'07" E, 325.36 feet to a Set Iron Pin; thence N 89'23'37" W, 14.19 feet; thence S 00'33'07" E, 80.89 feet for the POINT OF BEGINNING; thence S 00'33'07" E, 241.99 feet; thence N 89'20'07" W, 184.03 feet; thence N 00'36'23" E, 258.13 feet; thence S 89'23'37" E, 161.41 feet to a Set Iron Pin; thence S 41 E, 24.14 feet to the POINT OF BEGINNING, containing 1.072 Acres (46,705 sq.ft.) more or less. N 89823'22' W 20.00 ' N 89'23'37" W- 14.19' P.O.B. STORMDRAIN INLET STORMDRAIN ELEV. TOP=423.54 INLET _ . . S 89'23 37 E \\ \ ELEV. E=411.95 ELEV. ELEV. HT POLE pAODNC. / BOARD FENCE / 6' TALL COMMENTS W { „ ~. Standard Exceptions: (a) Rights of claims of No prescriptive ar6as were noted on site. �r parties In possession not shown by the public ELEV. E=449.7 492 J7 \ \ \ . STORMDRAIN I N b 20' UTILITY > MONUMENT STORMDRAIN INLET 24.14' EASEMENT 8" x a" cwsLED INSIDE WALK L ELEV. TOP=450.76 \\ \ LEV• TOP=465.46 ELEV. IE=451.76 DOWNSPOUT INLET ELEV. E=449.03 Z of c ELEV. E=424.68 and not shown by the public records. ° STORMDRAIN O STORMDRAIN' = \ \� L INLET /; INLET 1 TOP=450.76 ELEV. TOP=465.46 \ �.� 1/2. 1 �\ ELEV. tE=443.76 \� STORMDRAIN STORMDRAIN \ v INLET INLET ,\ T 64.62 FT ELEV. 70P=447.99 ELEV. TOP=447.99 TORMDRAIN ELEV. IE=442.56 ELEV. E=443.19 CHORD INLET a'xa. ELEV. TOP=447.99 F- ELEV. E=442.09 wNSPOUT ELE. METI O STORMDRAIN �... - - 79¢aNC- V) INLET p7.tfB. PIPE BOLURDS'x N 0023'4%" W ELEV. TOP=457.92 ELEV. E=443.02 0 n PROPERTY DESCRIPTION LOT 2 A part of the S1/2 of the N1/2 of the NEI/4 of the SW1/4 of Section 4, T -1-N, R -13-W, City of Little Rock, Pulaski County, Arkansas being more particularly described as follows: Commencing at the NE corner of the NE1/4 of the SW1/4 of said Section 4; thence S 00'36'55" E, 19.63 FT to a point; thence N 8923'22" W, 20.00 feet to a point; thence S 00'33'07" E, 325.36 feet to a Set Iron Pin; thence N 89'23'37" W, 14.19 feet; thence S 00'33'07" E, 80.89 feet for the POINT OF BEGINNING; thence S 00'33'07" E, 241.99 feet; thence N 89'20'07" W, 184.03 feet; thence N 00'36'23" E, 258.13 feet; thence S 89'23'37" E, 161.41 feet to a Set Iron Pin; thence S 41 E, 24.14 feet to the POINT OF BEGINNING, containing 1.072 Acres (46,705 sq.ft.) more or less. N 89823'22' W 20.00 ' N 89'23'37" W- 14.19' P.O.B. STORMDRAIN INLET STORMDRAIN ELEV. TOP=423.54 INLET _ . . S 89'23 37 E \\ \ ELEV. E=411.95 ELEV. ELEV. TOP -417.47 IE=410.10 LIGHT POLE �. LIGHT POLE 625.1 O - - -15x TU ILIN EASEMENT- / BOARD FENCE / 6' TALL COMMENTS W { „ ~. Standard Exceptions: (a) Rights of claims of No prescriptive ar6as were noted on site. �r parties In possession not shown by the public ELEV. E=449.7 492 J7 \ \ \ . 8" X 8" DOWNSPOUT 8" X 8" DOWNSPOUT 40.0 STORMDRAI \\ \ 100'R INLET INLET \ COMMENTS 2 Standard Exceptions: (a) Rights of claims of No prescriptive ar6as were noted on site. 322.88' parties In possession not shown by the public ELEV. E=449.7 492 S=.� \ \ \ Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 FOUND CONC. not shown by the public records. (c) Encroach- \ > MONUMENT STORMDRAIN / ♦ 24.14' matters which would be disclosed by an accurate PAGIS 0006-0082E cwsLED INSIDE WALK L survey and Inspection of the premises. (d) Any \\ \ LEV• TOP=465.46 ELEV. IE=451.76 no ° \\ INLET 28.5 heretofore or hereafter furnished, Imposed by law of c ELEV. E=424.68 and not shown by the public records. \ Cn O STORMDRAIN' STORMDRAIN \ \� INLET /; INLET 1 ELEV. TOP=465.46 ELEV. TOP=465.46 \ �.� 1/2. 1 ELEV. IE=452.26 ELEV. 452.51 \� a Da Ito 06'200 '40" \ v 625.10 feet to the POINT OF BEGINNING, containing 5.902 Acres (257,087 sq.ft.) more ,\ T 64.62 FT or less. ° R 1165.92 FT N 6.§'43'39" W w LU L 129.11 FT 129.04 CHORD NE CORNER, NE1/4, SW1/4 SECTION 4, T -1-N, R -13-W S 00'36'55" E o n 19.63 ' M en M N L x - - - x------- 1 -_ 5o.r : zas W ERM SR RM RAI / 0 5 fl ---- ------ C 0.0 CONC. FILLED / / i f PIPE BOLLARDS ST R N Pc / -w-uP it WIR ASPHALT INLET / /� ELEV. TOP=435.07 / / / INLET 1` 1_ I 174.1 BLDG. ELEV. IE=429.98 FOUND W NAL // // ELEV. TOP=423.54 11' FOUND 1/2' REBW I I HEIGHT 30.0' to.o' y ts' wA Q) PRIVATE FIRE SERVICE WA IN ASPNPLT / /� /�*A ELE Y. IE=412.47 `11 w/ _wa I I .4 4'R 4' 4.5'R / / e'FT w o `s 1°' .) 2s' \,dR STORMDRAIN 161.41' 1st. 1,1`\ 26 og - �� zs INLETn52U tn / ELEV. TOP=435.07PLANTERS ° ° 00 // ELEV. E=429.644'R 4J GONG. PILLERS11 OR OVERHANG1.3' 2' CONCRETEt0BR 4' // 4.5'R /� CURB & GUTTER¢ 40f03.{BLOCK/STUCCO HEEIIGHT - 36.0' 5 . o BLDG.e 1 ) / o 28, zBUILDING / N43,264 SQ. FT. .� 4mp // I W 1' N // :I 4. FOR OVERHANG I ASPHALT // a _ I 1.3 4014 FQ I I BLDG. qR 4' _ HEIGHT = 36.0' ; / /9 (3) WAIT III 13.0 ERS I 1 N Z�28' 'R 20'R oN r , .4 10.NOTE: BLDG. HEIGHTS ARE y / °- 25' SRIIN REFFERENCE TO FINISH 125'R 2FLOOR. 4•R NI A+RS ER t3• CLEANOUT // 4.5'R ON e'R h n'I c i9 5'R ISLAND PLANTERS / ASPHALT I PA r- \I4 V I iL-m_�F"I{ I I I I I I ((/�'�\\� HEIGHT = 30.0•\ YJ' V 14.5 1 I. il/ f i I 1 1iall P.1 I �„a,r F,.,� i ! I I I 1 .I I I I I I I I II 11 4.5'R 40.3' I t .'CDNC. SIDEWALK : / - _ _ 20'R STORMDRAIN INLET ELEV. TOP=449.02 •LIGHT POLE ASPHALT / / ELEV. E=440.37 4'R v 25'R o . _ %I a 15'R e� 'R a \\ 4 � CAP REB4R LIGHT POLE \ \ RETAINING \ CONC. Z \ WALL HEADWALL STORMDRAIN GONG.��/ 000 INLET HEADWALL ELEV. TOP=449.02 \\ ELEV. IE=440.70 115'R STORMWATER DETENTION AREA e5R CONC. ASPHALT f/) HEADWALL \ 2' CONCRETE Q CURB &GUTTER G; I N W J THE SPORTS AUTHORITY -I SIGN 8' TALL m X� 40'R TITLE COMMITMENT 1297222 -Revised Dated: July 22, 1998 EXCEPTION EXCEPTION INLET ELEV. TOP=417.47 STATEMENT COMMENTS 2 Standard Exceptions: (a) Rights of claims of No prescriptive ar6as were noted on site. 322.88' parties In possession not shown by the public STORMDRAIN ui records. (b) Easements or claims of easements, Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 ELEV. TOP -417.47 not shown by the public records. (c) Encroach- ELEV. E=409.95 > ments, overlaps, boundary line disputes, or other / ♦ 24.14' matters which would be disclosed by an accurate P.O.B. cwsLED INSIDE WALK L survey and Inspection of the premises. (d) Any -�-- STORMDRAIN or right to a lien, for services, labor, or material INLET Chenal Parkwav; thence along said Northerly Right -of -Way along a curve to the left heretofore or hereafter furnished, Imposed by law ELEV. E=424.68 and not shown by the public records. r- 1 06 De Ito 14.57'28" T 153.06 FT R 1165.92 FT L 304.38 FT N 56-04'12" W 303.52' CHORD N 47531 W 28.47' CHORD Do Ito 01'23'57" T 14.24 FT R 1165.92 FT L 28.47 FT INLET' L\\�'��CONC.ELEV. TOP=443.55ASPHALT ELEV. IE=438.252' CONCRETE CURB & GUTTER 134"8Z-=.0 -� 4' 68 `ErMrE OHE 'tet -U -HE �1GT--n=aiG-E T'T�iS./U �59URMDitATN- GT - SANITARY SEWER gOX s%z' REifAR INLET WIRE SLE4NOUL ELEV.-TOP=44.6,91- STORMDRAIDL - �4NITARY SEWER ELEV. E IN=435.48 INLET MNHOLE ELEV. TOP=446.01 EEV. TOP=445.56 ELEV. IE IN =435.: EEV. IE=441.49 LIGHT POLE (02/11/98) EDITED STORM DRAIN CULVERT SIZES, CHANGED CERTIFICATION, ADDED ZONING ORDINANCE NO. (03\27\98) ADDED STATEMENT TO CERTIFICATE AND EXCEPTION EXPLANATION (08\04\98) ADDED MONUMENT LABELS, REVISED EXCEPTIONS & CERTIFICATION. (08\20\98) REVISED CERTIFICATE, AND ADDED REQUESTED ADDITIONAL INFORMATION. NOTE: EASEFENT SHOWN HEREON WAS BASED ON THE ORWNAL POSITION OF THE NORTH RETAINING LOT LINE OF LOT 1 ALHAMBRA SQUARE AS WALL FILED FOR FECORD IN THE PULASKI COUNTY CIRCUIT CLEKS OFFICE, INSTRUMENT NUMBER 97 028675. GONG. S!DEWAU( CHISEDLED 'X' IN CONCRETE LIGHT POLE 2' CONCRETE CURB., GUTTER BOXE 8' Pvc ELEV. TOP=447.00 ELEV. E=441.13 Ji WATER STORMDRAIN INLET ELEV. TOP=446.01 ELEV. E OUT=435.38 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RE, SUITE 220 LITTLE ROCK, ARKANSAS 72'..1+2 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE PROPERTY DESCRIPTION (TOTAL BOUNDARY) STORMDRAIN L INLET ELEV. TOP=417.47 Z ELEV. IE=409.57 Q S 00'331 E Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas 322.88' Q =J STORMDRAIN ui INLET Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 ELEV. TOP -417.47 SCAL ELEV. E=409.95 > S 4639'42" E / ♦ 24.14' Z P.O.B. cwsLED INSIDE WALK L (LOT 2) -�-- STORMDRAIN 318.70 feet; thance S 00921'31" E, 207.72 feet to the Northerly Right -of -Way of INLET Chenal Parkwav; thence along said Northerly Right -of -Way along a curve to the left ELEV. TOP=441.50 ELEV. E=424.68 having a radius of 1165.92 feet and an arc length of 28.47 feet with a chord bearing Q Cn O LLJ of- ve t h Way of Chenal Parkway on a cu o the left having a radius of 1165.92 feet, an M APPR Z thence continue along the Northerly Right -of -Way of Chenal Parkway on a curve to the F- F- � Q_' a BOXE 8' Pvc ELEV. TOP=447.00 ELEV. E=441.13 Ji WATER STORMDRAIN INLET ELEV. TOP=446.01 ELEV. E OUT=435.38 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RE, SUITE 220 LITTLE ROCK, ARKANSAS 72'..1+2 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE PROPERTY DESCRIPTION (TOTAL BOUNDARY) L A part of the South 1/2 of the North 1/2 of the Northeast 1/4 of the Southwest 1/4 MANHOLE of, and the recording information for, all matters of record affecting the land that Z of Section 4, ,-1-N, R -13-W, and a part of Lots 20, 21, and 27 Montclair Heights Q COP) Subdivision (Part II) all in the City of Little Rock, Pulaski County, Arkansas Q =J being more particularly described as follows: ui Commencing at the Northeast Corner of the Northeast 1/4 of the Southwest 1/4 flood hazard area; (6) correctly shows the location and direction of all storm 1/2' REBAR/,-, rAGIS 0006-0081 drainage systems for thl e cypection SCAL of Said Sectior 4; thence S 00°36'55" E 19.63 feet; thence N 89023'22" W, and of all roof and surface drainage; (7) correctly shows that T / ♦ 20.00 feet; thenCE S 00033'07" E. 325.36 feet; thence N 89023'37" W, 14.19 feet Z physical access to the land described in this survey is \ rovided b Ch I P for the POINT OF BEGINNING; thence S ^^'33=' =32-2 88 feet; thence N 8S°2C'C7" W, -Wi RAV - 318.70 feet; thance S 00921'31" E, 207.72 feet to the Northerly Right -of -Way of Chenal Parkwav; thence along said Northerly Right -of -Way along a curve to the left ® CHEC having a radius of 1165.92 feet and an arc length of 28.47 feet with a chord bearing and distance o` N 47°53'29" W. 28.4/ feet; thence continue along the Northerly Right- 0M of- ve t h Way of Chenal Parkway on a cu o the left having a radius of 1165.92 feet, an M APPR Arc Length of 304.38 feet and a Searing and distance of N 56°04'12" W, 303.52 feet; thence continue along the Northerly Right -of -Way of Chenal Parkway on a curve to the left having a radius of 1165.92 f=et, an Arc Length of 129.11 feet and a bearing and O DATE distance of N 16143'39" W, 12504 feet; thence N 00°23'47" W, 40.00 feet; thence N 00020'58" A, 254.66 feet; ;hence S 89033'08" E, 82.53 feet; thence S 89023'37" E, v 625.10 feet to the POINT OF BEGINNING, containing 5.902 Acres (257,087 sq.ft.) more or less. w LU J F- O V) O I - Z U-1 2 LU fn Q ILL 0 w O O Q cc m ca m 0 l w Z Z O z O SURVEYOR'S CERTIFICATE Z � rn TO The Sport Authority, Inc., Commercial Net Lease Realty, Inc., Stewart Title Q Wm W m lucr,jnty Uumpany (tne "Tide Company ), Mfg/SA Partner;hlp, ano the!r F.:,pective F successors and assigns: This is to certify that this map or plot, and the survey I �f 1" = 40' r: TAS BY LDK BY LDK 8/20/98 on which it is based: (1) were made in accordance with "Minimum Standard Y Detail Requirements for ALTA/ACM Land Title Surveys"Jointly established and J LL f.3 adopted by ALTA, ACM and NSPS in 1997, and include Items 1,2,3,4,6,7(a), O O 7(b)(1 ), 7(c), 8,9,10,11 and 13 of Table A thereof; (2) were made pursuant to D: the Accuracy Standards (as adopted by ALTA, NSPS and AMC and in effect on the H Li date of this certification) of an Urban Survey; (3) correctly shows the numberand -) SANITARY SEWER layout of all loading docks and related facilities; (4) correctly shows the location Q t- MANHOLE of, and the recording information for, all matters of record affecting the land that Z a 16 ELEV. TOP=447.00 FOUND CONC. are referenced in Title Insurance Commitment No. 1297222 issued by the Title Q =J ELEV. E-440 75 Company; (5) correctly indicates that no portion of the land is shown to be In a MONUMENT O flood hazard area; (6) correctly shows the location and direction of all storm 1/2' REBAR/,-, rAGIS 0006-0081 drainage systems for thl e cypection e U disposa and of all roof and surface drainage; (7) correctly shows that T / ♦ Z physical access to the land described in this survey is \ rovided b Ch I P v -Wi Q } VICITINITY MAP SANITARY SEWER MANHOLE ELEV. TOP=447.00 ELEV. IE=441.18 O O O I� ' LLJ r O I O M CO O N /FOUND "X" IN CONC. p y ens arkway and Autumn Road the some being a paved and F - dedicated right-of-way (or private right of way over which there is an easement 3 V in favor of the land): and (8) correctly shows the point of entry of all utility services to the land described in this survey, either from adjoining public streets M W or adjoining private land. (See Utility Note)W 17S I= I- Z Z cc IRights of Way and Easements are as shown. Additional Easements and Rights of Ways, recorded or not a part of the public record, may or may not exist. These easements, Z if present, were not part of the documentation provided to prepare this Surve W Z O O 70 Above ground utilities were located by visible obse n y and shown `�` hereon as located by DCI field crew. Bu ' .es are as shown per location r 0 � provided by Arkansas One Coll and own hereon by visible observation only. All utility locations sho reon are approximate. No excavation has �"- (A taken place as of this do o determine the exact location of existing underground utilities. s n on this survey.� Q . " ® y This Property is zoned for Planned Commercial Development Z _ by Ordinance No. 17,488. ` UJ a LIJJ � W = a fr ' ow Lee D. Kendrick Date Arkansas Registered Professional O Land Surveyor No. 1274 W a 0a: �z The Property shown hereon is not in the designated 100 Year Flood Plain according a M h to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X, N W W N N Community Panel Number 050181 0006 E. Map Revised: November 3, 1993. J V- UJ Q Lu~ y O Z y a�LU O, Basis of Bearings is as per Pogis as Established by Monuments 0006-0081 _Jr and 0006-0082. I- w ~ N 0 111\11111111/11j7j G�E,5) �• 1 ST••_ O C LAPR U 1 2/002 //'''Ifflfl tl ll�ll\111`�7� 40 210 4 40 80 GRAPHIC SCALE 1 = 40 98-173 LL 0'- _ONN 0 C4 N ~ N Q -Wi W 40 U) ID. -I d C LAPR U 1 2/002 //'''Ifflfl tl ll�ll\111`�7� 40 210 4 40 80 GRAPHIC SCALE 1 = 40 98-173