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HomeMy WebLinkAboutS-1365-A Map 1SIA TE PLANE CODRUINA IE/tlEANING /AT1LE (NAU 63) STATEMENT OF ENCROACHMENTS E1 The gravel road encroaches along the West line of this drawing. The concrete pad encroaches along the East line of the E2 property shown on this drawing. E3 Baseball/Softball field fences encroach along the West line. E4 metal building encroaches over the line 0.2't (building is movable) found nail in bottle cep SITE DATA 1. ZONING-C-3 PCD (ALL OF PROPERTY) SETBACKS- front-25' side-15' rear-25' 2. VERTICAL DATUM-NAVD 29 3. BENCHMARK- "Pagis" (Pulaski Area Geographic Information System) Monument described as an aluminum cap set in concrete with elevation of 293.23 NGVD 29 Station Name: PAGIS 2041 found 1/2" pipe 741.8' Deed 3 741.8' (Don Brooks survey) S 8802445" E 756.4l' to POB m Computed Comer V S 88°2445" E 739.71' NW Comer NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas I Une per Charlie Miller Survey dated 11-9-94. INote: No "solid" monumeMation was found to establish this line. This line is as shown based on the monumentation in this area at this time, deeds of record, surveys filed at the state surveyors office and Arkansas Highway 8 Transportation Department surveys conducted in this area for the proposed Right-of-way of "Asher Avenue" (State Highway #5). SURVEYOR'S CERTIFICATION ALTA/ACSM LAND TITLE SURVEY This is to certify to Family Dollar Stores of Arkansas, Inc., and its affiliates, and the Lawyers Title Insurance Company, as Agent, that (1) this map or plat and the survey on which it is based were made in accordance with the "Minimum Standards Detail Requirement for ALTA/ACSM Land Title Surveys", jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes all items required by Family Dollar's Boundary, Physical and Topographical Survey Requirements, and (II) pursuant to the Accuracy Standards (as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification) the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance. Also, certify that the easements shown on the survey are based Upon Commitment No. 22A9739 prepared by Lenders Title Insurance Company, and list the exceptions shown on the Commitment and state whether they affect the property. N I x� Oy I � I Line per Don Brooks survey dated 11-1 71 (Factual Survey) I I ELL TO b I CELL TOWER SITE I Gravel parking area b I I GENERAL NOTES 1. There are no buildings located on this property. x Chain link fence 2. There are no parking lots/stripes located on this property. x x- 3. This property has direct access to "Asher'Avenue (area under construction at the time of survey) 4. This property has had earth moving work along the South line (Asher Avenue). 5. There has been a proposed Right-of-way change along Asher Avenue. 6. There is no observable evidence of this site being used as X chain link fence a solid waste dump, sump, or sanitary landfill. x 7. Sanitary Sewer line along Asher Avenue is as shown. Any questions concerning this line contact: Little Rock Wastewater utility @ 1-501-376-2903 (H. Booher). 8. Concerning stone water on site detentiontretention design a licensed Civil Engineer should be consulted. The engineering design formula that the city of Little Rode uses for calculations for storm water run- off is the "rational method of hydrology" (formula = O = Ku CiA) 9. No existing tanks/drainage fills or other applicable utilities were noticed and no subsurface investigations were conducted for this. 10. This property has frontage along Arkansas State Hwy #5: to obtain a driveway permit contact "Rickey Prince" phone: 1-501-569-2171 fax: 1-501-569-2366 email: nckey.pnnce@ahtd.state.ar.us department: "District Permit Officer for Arkansas Highway & Transportation Q - Department" ,F�y address: PO Box 190296 Little Rock, Arkansas 72219O 11. Electrical lines are as shown. Due to the highway construction �p at the time of this survey, primary and secondary voltage along highway #5 (asher avenue) can be determined by Contacting Entergy @ 1-501-377-4000. 12. Retail sales of general merchandise in excess of 3,5D0 square feet is permitted as long as the building setback lines are not encroached upon. Zoning of this property is PCD. 13. The right of way shown on this drawing is the right of way that has been proposed by the Arkansas Highway & Transportation Department as shown on Job 1116965 mac 14. A "re -play' will be required for this property. 15. The ratio error of closure is 1:200,000 CERTIFICATE OF OWNER We, the undersigned, owners of the real vo estate shown and described herein, do hereby CVI certify that we have laid off, platted and sub- CO ro divided, and do hereby lay off, plat and subdi- o¢`.2 vide said real estate in accordance with this �P % p\ Peen, hi i ivlLv (Ll-�. �oP°oy lat. Date of Exexudon NameCuA Core" MI41 I o 2 AddressuoAri t50 RA25-10-0 P Source of Title: D.R. Page AQ Instrument No. S 87018'00"W CERTIFICATE OF RECORDING � 3 UB' y k/%J 104.59' This document, nu r filed for record 3 ) a 20 d3 , in Plat Book found 12" pipe _6, Page to 01 Signed ;ARCLYN STALEY. Circuit County Clerk & Re ;otdeo•••, (name) Clerk ;`o• `N� G1R 1// 1 °P r � CERTIFICATE Q SURVEYING ACCURACY) 1;1.1w.hereby certify that o cnAK this plat correctly represents a boundary keer�k� survey made or verified by me, all monumen4" required actually exist and are correlyct°O•t,.•°y�1 shown hereon and that all surveying •`•■•,,,••►•••• Poe requirements of the Little Rock Subdivision Rules and Regulations have been complied � C with. 0Z BSFRAMEREIDENCE3-4-D3 e 15.r; - Date of Execution Name, 15! Registered, Professional Land Surveyor No.1430 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules 1Y and Regulations, and all of the conditions of proposed Right of\way tine � - - approval having been completed, this document is I- - hereby accepted. This certificate is hereby ex- tv cabi tin ISO B9 - ecuted under the authority of said rules and regulations. o _ _ N a7°5T18' E _ - " telop ne ti as.9i' B9 B8 \ Sanitary Sewer Manhole eo 0 0 _ / (Sig e 1 f l V ��---AJ rim elev = 322.71>1 flowline elev = 316.72 Date of Execution L.R. Planning Commission 6" water line (to be abandoned) -- - - Boundary Description (TRACT C Part of the NE1/4 NWt/4 Section 23 T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Commencing at the NW Comer of the NE1/4 NW1/4 Section 23 T-1-N, R-13-W, Pulaski County, Arkansas; thence S 88°24'45" E 756.41 ; thence S 1°4947" W 330.00'; thence S 88*1644" E 192.79'; thence S 2*42'10" W 471.39'; thence S 88°00'07" W 50.20'; thence S 2°42'10" W 39.38' to a set pk nail said point being the Point of Beginning; thence S 2°42'10" W 142.6T to a set 12" rebar with surveyors id cap Iris #1430); thence N 1 °12'12" E 82.23' to a set 12" rebar with surveyors id cap (cis #1430); thence N 1 °16'02" E 24.84' to a set 12" rebar with surveyors id cap (ris #1430); thence N 3°47'59" E 35.54' to a set 1/2" rebar with surveyor's id cap (ris #1430): thence East 2.10' to the point of beginning, containing 0.01 acres, more orless. IRGravell �v 1 drive idth vanes) 1 8 }Taxi "B PNT BEARINGIDISTANCE NORTHING FASTING PNT BEARINGIDISTANCE NORTHING EASTING C1 138559.51 120D903.50 CB 137711.58 1201DD6.41 S 02°01'34" W 330.00 S 03°59'46" W 35.54 C2 138229.72 1200891.83 C9 137676.13 1201DO3.93 S 88°04'57" E 192.79 S 01°2T49" W 24.84 C3 138223.27 1201084.51 C10 137651.30 1201003.29 S 02°53'57" W 302.06 S 01023*59" W 82.23 C4 137921.59 1201069.23 C11 137569.09 1201001.29 S 02°53'57" W 169.33 S 89°19'48" W 28 29 C5 137752.48 1201060.67 C12 137568.76 1200973.00 S 88*1 V54" W 50.20 S 88"09'31" W 138.32 C6 13T750.90 1201010.49 C13 137564.31 12DO834.75 S 0263'57" W 39.38 N 04038'21" E 368.86 C7 137711.57 1201008.50 C14 137931.97 1200864.68 N 89048113" W 2.10 N 02°01'34" E 628.46 C15 138560.03 1200816.80 1 S 88*12'58" E 16.70 C1 138559.51 1200903.50 North line NE114 NWt/4 described as an aluminum cap set in concrete with elevation of 293.23 NGVD 29 Section 23. T-1-N, R-13-W, Station Name: PAGIS 2041 Pulaski County, Arkansas -- / found tn" rebar oniine - ---- -- 550. Note: No "solid" monumerdation was found 1/2" rebar found to establish this line. This line is as shown based on the monumenlation in this area at this time, deeds of record, UNIT DENSITY UNITS OBSERVED ON SITE MAXIMUM UNITS PERMITTED BY ZONING 0 see general notes #12 Reading in Road NE Comer NEI14 NW1/4 Section 23. T-1-N, R-13-W, Pulaski County, Arkansas as shown on survey by Ben Kialer Jr. (cis #568) dated 3-15-91. Surveys field at the state surveyors LEGEND office and Arkansas Highway 8 Transportation Department surveys conducted in this area for the proposed Right-of-way of "Asher Avenue" (State FOUND NO. 4 REBAR UNLESS ® POWERPOLE -SS- SAN.SEWER LINE Highway #5). OTHERWISE LABELED ON DRAWING (- GUY WIRE NH SEWER MANHOLE (R) zm� O SET NO.4 REBAR WITH SURVEYOR'S ID CAP (RLS 91430) LIGHT POLE �O CLEAN OUT ® P.K. NAIL FOUNDRY- STREET LIGHT POLE -So- STORM DRAIN LINE m W. 4 h Street ® P.K NAIL SET ® ELEC. TRANSFORMER @ STORM DRAIN MANHOLE LD X FND X MARK © AIR CONDITIONER 99 CATCH BASIN 190 ® SET X MARK - BE -BURIED ELECTRIC IM CURB INLET m 3 R.R. SPIKE FOUND M-OVERHEAD ELECTRIC -0 MONITORING WELL R.R. SPIKE SET O ELEC. MANHOLE - T- TELEPHONE LINE - - t PJg(Ne BENCHMARKS -Wed- WATER LINE OM T OVERHEAD TELEPHONE �rhP' RAN MARKER ® WATER MANHOLE ® PAY PHONE in (R) RECORD DATA ►� WATER VALVE _ ❑T TELEPHONE BOX O (M) MEASURED DATA HYDRANT ®T TELEPHONE MANHOLE S (C) CALCULATED DATA O WATER METER -0 SIGN ,Project Location N \ N RNJ RIGHT OF WAY O cc Asher Avenue RCP REINFORCED CONC PIPE ® WATER METER s as STOP SIGN CMP CORRUGATED METAL PIPE -Gas- GAS LINE II TRAFFIC SIGNAL © UNDERGROUND CABLE MTL METAL c o VV E BSL BUILDING SETBACK LINE N GAS VALVE (J�E m US LANDSCAPING GAS METER Q� HANDICAP PARKING GAS MANHOLE & TREE S • STEEL POLES CONCRETE CURB TREE r"O TEST HOLE Vicinity Map � ce CONCRETE SLAB NOT TO SCALE a TELEPHONE SIGN ® STORM GRATE DIRECTION OF TRAVEL DI DROP INLET DESCRIPTION ,��� Surveyor's Boundary Description Qy4o Part of the NE1/4 NWt/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, eoPP k�` being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4 thence S 88°24'25"E 756.4l' to a set 12" rebar with surveyor's id cap (fls #1430). said point being the Point of Beginning; thence S 1°4Y47" W 330'to a set 12" rebar with surveyor's id cap (rls #1430); thence S 88*1644" E 192.79' to a set 12" rebar � 85�15'12' E 9.44' with surveyor's id cap (rls #1430); thence S 2042'10" W 471.39' to a found 12" rebar; thence S 88000'OT' W 50.20'; thence S 2°42'10" W 39.38' to a set pk nail; thence West 2.10' to a set 12" rebar with surveyor's id cap (ris #1430); thence S 3°4T59" W 35.54' found 1" bar tog set 12" rebarwith surveyors id cap (ris #1430); thence S 1°16'02" W 24.84' _ _ to a set 12" rebar with surveyor's id cap (cis #1430); thence S 1612'12" W 82.23' r is I E1 ONsa to a set 12" rebar with surveyors id cap (cis #1430) set on the current North Right of Way 4,4 -, ��s Yr line of Asher Avenue (State Highway #5); thence along said Right-of-way line as follows: M*Bd S 89°08'01" W 28.29' to a set 12" rebar with surveyors id cap Iris #1430); / I S 87°5T44" W 138.32' to a set 12" rebar with surveyors id cep (cis #1430); thence I leaving said Right-of-way line N 5°43'31" E 247.5l' to a found 1" pipe; thence N 1 *49'47" E 759 to a set 12" rebar with surveyors id cap (ds #1430), said point 1 e being on the North line of the NE114 NW 1/4 Section 23. T-1-N, R-13-W, Pulaski I (� Ir County, Arkansas; thence S 88°24'45" E along said North line 16.7' to the Point k 1 I ( �ef+ of Beginning. Containing 3.05 Acres, more or less. Subject to a Right-of-way V1 I for Asher Avenue (State Highway #5) along the South line an ingress/egress easement for a cell tower along the West line I This legal description describes the same property as described in title commitment Line per Arkansas Highway and number 2249739 I Transportation Department Job #6965 b0 Boundary Description (TRACT A) Part of the NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4 thence S 88°24'25"E 756.4l' to a set 12" rebar with surveyors id cap (cis #1430); thence S 1 °49'47" W 330' to a set 12" rebar with surveyors id cep (ris #1430); thence \ vN S 88'16'44" E 192.79' to a set 12" rebar with surveyors id cep (cis #1430); thence S 2*42'10" W 302.06' to a set 12" rebar with surveyors id cap (cis #1430), said point being the Point of Beginning; thence continuing S 2°42'10" W 169.33' to a found 12" 3 t7 rebar; thence S 88°00'07" W 50.20 ; thence S 2°42'10" W 39.38' to a set 12" rebar with surveyors id cap (cis #1430); thence West 2.10' to a set 12" rebar with surveyor's id cap Ids #1430); thence S 3°4T59" W 35.54' to a set 12" rebar with surveyors id cap i (ds #1430); thence S 1°16'02" W 24.84' to a set 1a" rebar with surveyors id cap (cis #1430); p thence S 1 *12'12" W 82.23' to a set 12" rebar with surveyors id cap (ris #1430) set on the P N current North right of way line of Asher avenue (State Highway #5); thence along said nil o t right of way line as follows; S 89°08'01" W 28.29' to a set 12" rebar with surveyors id cap (ris #1430); S 87°5T44" W 138.32' to a set 12" rebar with surveyors id cap (cis #1430); j fp thence leaving said right of way line N 5°43'31" E 247.51' to a found 1" pipe; thence I N 1'49'4T' E 121.54' to a set 12" rebar with surveyors id cap (ris #1430); thence �br b0 S 87°1T40" E 204.91' to the point of beginning. �S�sl Containing 1.50 acres, more or less. Subject to a right of way for Asher avenue (State - - - - - Highway #5) along the South line and any easements that may be of record of physically - - - - - - - - - - - - - - - - - - - - in place. - - - ; Boundary Description (TRACT B) Part of the NE1/4 NW114 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, I • • P being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4 lost G� thence S 88°24'25"E 756.4l' to a set 12" rebar with surveyors id cap (cis #1430), said point being the Point of Beginning; thence S 1049'47" W 330' to a set 12" rebar i'1 1 with surveyors id cap (ris #1430); thence S 88°7644" E 192.79- to a set 1/2" rebar with surveyors id cap (rls #1430); thence S 2°42'10" W 302.06 to a set 12" rebar I ^ I with surveyors id cap (ds #1430); thence N 87°1 T40" W 204.9l' to a set 12" rebar with x r5 surveyors id cap (ris #1430); thence N 1 °49'47" E 628.46' to a set 12" rebar with surveyors id cap (cis #1430), said point being on the North line of the NE114 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas; thence S 88°2445" E along said North line 16.7' to the Point of Beginning. Containing 1.55 acres, more or less. Subject to a right of way for an ingress/egress easement for a cell tower along H I I the West line and any easements that may be of record or physically in place. I I i 01P� 5 80 IM !tp _ »m F16 o geo PORCH I I C < �� s2v210'afl zsf I I G N m o c ur L m n �, } n". C [LI 0 mco E=coED mc"U �N I w`Q�o ;-inN I �Ge 1 V rii iTi < 006 < O W IQ eg I 1 F-W WW WWWW r .�� tice J goo=L)WMZ =Cox 0 % _ I-- yuwoertcowsraucraw I/ W Q Q a Q. Q Q d N O coat« ---------------I V W ,/ n°ro,<,,,oAai ------ - D Q rrw voovvv 66 Z 0 15" pit USED Cu � Sewer lone o 0 0 . o o P 1"�, �M�{ -� THIS AREA UNDER CONS rcTn_ w°.<• `i'\\ corn°. cone. • ° 3,�Jj Sanitary; Arkan s_State Hi Way #5 an eew= i --� - (As Ave.) ( anes) 'o"' e" 4V aspha emenl his is a public highway approx location n j won.. ware, ware. wmo w°ru wove, ware, Y Y 12" wate line (approx 85 psi) approx location of new fire hydrant Note: per Robert Freeman (Central Arkansas Water @ 501-992-2443) Gas line was not located by above ground evidence. Gas line does exist along Asher Avenue and it is an intermediate line (psi varies from 20lbs to 60lbs) ;0 20' A<° Top RigMofrray i ation obtained 25' lost _ _ _from the Arkansas igtmay- S 89ot 8 Trenspodation partment) 28 l I I 1 I _I ) 1 • y2p C tel _ r found 12" rebar < N p rl 6METALBLDG --------------_-_----_ I Q {e 1 MOVABLE I i 0 ro .t I W 'o•Y pda" I B1 p5 I ) I I 10 Q N I a V ? tg� B tract I I atvi ;,d�N I E_ mC? Bearing/Distance Table I w v o .._ 00 I I I c.. ...n 1 E2 x z I I CONC. B1 S 2*42'10" W 39.38' B2 N 90°Oo'00" E 2.10' 63 N 3°47'59" E 35.54' B4 N 1°16'02" E 24.84' BS N 1°12'12' E 82.23' m 6i &j mmu).. N ¢www W rhoo0 - i Z ¢ ¢ a 1 I Q d 40' 0' 40' 80' GIST p .. , N R =O�(� GN 117RE ( L '�wgnnnr4r+`��` SCALE: 1" = 40' Basis of Bearings: North line of the adjoining bad along the West line of this drawing made S 87°18'00" W as shown on Arkansas Highway & Transportation Department Job #6965 0 N n a N D W 0>a Q Of U w0 U Qw W0 �to tax �__Ji Q 4t O LL CLi w0 rII 4 aLU N (L LL O a) N to d U d N CL O a` W 0 z 5> Z X F- U a� W 0 < r W ¢ F a 0 M 0 N 0 m 4 N o 0 w O�� LU On >j Z m to O - i