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HomeMy WebLinkAboutS-1365-A Map 65IAIt YLAfl GUUKUl I WLS&AKIIvv I/n6LC (Ill 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 cap 7 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 741.8' (Don Brooks survey) T S 8802445" E 756.41' to POB Computed Comer S 8802445" E 739.71' NW Comer NE114 NWt/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas Um per Charlie Miller Survey dated 11-9-94. Note: No "solid" monumenlation 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 slate surveyors office and Arkansas Highway & Transportation Department surveys conducted In this area for the proposed Rightoll 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 Lawyer's 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 Dollars 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. 22-49739 prepared by Lenders Title Insurance Company, and list the exceptions shown on the Commitment and state whether they affect the property. GENERAL NOTES 1. There are no buildings located on this property. 2. There are no parking lotslsfipes located on this property. 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 Rightof-way change along Asher Avenue. 6. There is no observable evidence of this site being used as a solid waste dump, sump, or sanitary landfill. 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 storm water on site detentionfretention 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 = 0 = 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: 1501-569-2171 fax: 1-501-569-2356 email: rickey.prince@ahtd.state.ar.us department "District Permit Officer for Arkansas Highway & Transportation Department." address: PO Box 190296 Little Rock, Arkansas 72219 11. Electrical lines are as shown. Due to the highway construction 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 genera( merchandise in excess of 3,500 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 # 6965 14. A "re -plat" will be required for this property. 15. The ratio error of closure is 1:200,0DO CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and sub- divided, and do hereby lay off, plat and subdi- vide said real estate in accordance with this plat. t�Y001t, ft I 3-5-OD �! ale,« r Date of Exexution Name�uv-i Greeaiv x " t Addressllp(Plkr1 SOS WC S-�W Source of Title: D.R. Page AQ i cf Cap Instrument No. CERTIFICATE �OrF RECORDING This document, numtferW-J V® filed for record 3' a 20, in Plat Book `( -_CZf Page to Gl Signed° aARO:_.YN STALEY, Circuit County Clerk & Pa ;order'•••• off•` C//��'"•� • (� C •, (name) Clerk .• ` (/ •. °",. i .IL�� CK CERTIFICATE 4 SURVEYING ACCURACY' `. - • t 1,0 Ar hereby cert)ly that o n ' Ill, W40 this plat correctly represents a boundary survey made or verified by me, all monument§•Y required actually exist and are correctly •'•'tt C�(�y y, ;.•` shown hereon and that all surveying •''••a.a•a.0'air c requirements of the Little Rock Subdivision v Rules and Regulations have been complied withq�O'[T 2 ($I n lL rf Date of Execution Name, Registered, Professional Land Surveyor No. 1430 Arkansas PNT BEARING/DISTANCE NORTHING EASTING PNT BEARING/DISTANCE NORTHING EASTING C1 138559.61 1200903.50 c8 137711.58 1201006.41 S 02°Ot'34" W 330.00 S 03°59'46" W 35.54 C2 138229.72 120D891.83 C9 137676.13 1201003.93 S 88.04'57" E 192.79 S 01'll W 24.54 C3 138223.27 1201084.61 CIO 137651.30 1201003.29 S 02053'67" W 302.06 S 01 "23'59" W 82.23 C4 137921.59 1201069.23 C11 137569.09 1201001.29 S 02.53'S7" W 169.33 S 89°1948" W 28.29 C5 137752.48 1201060.67 C12 137568.76 1200973.00 S 88.11'54" W 50.20 S 88°09'31" W 138.32 C6 137750.90 1201010.49 C13 137564.31 1200834.75 S 02 53'57" W 39.38 N 04°38'21" E 368.86 C7 137711.57 1201008.50 C14 137931.97 1200864.58 N 89.46'13' W 2.10 N 02°01'34" E 628.46 C15 138660.03 1200886.80 S 88°12'58" E 16.70 C1 138559.61 1200903.50 REFERENCE MONUMENT FOR PLANE COORDINATES:- "Pagis" (Pulaski Area Geographic Information System) Monument North line NE114 NWl/4 described as an aluminum cap set in concrete with elevation of 293.23 NGVD 29 _ Section 23, T-1-N, R-13-W, .S 88° ' 0 E 1 ' Pulaski County. Arkansas Station Name: PAGIS 2041 found 12" fabler online 06 I I Lim per Don Brooks survey�'l dated 11-1 71 (Factual Survey) /ELL TO I b I CELL TOWER \ SITE I Gravel parking area b I 11 �d, I +\ I c�� I �140 OQ �,VyyOle 0p chain link fence x chain link S 87018100" w 104.59, 3u 12" pipe BRICK RESIDENCE FRAMI E CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules C1 and Regulations, and all of the conditions of proposed Right of way fine approval having been completed, this document is -sFaa- - hereby accepted. This certificate is hereby ex- ble sin Is B9 _ b o fetal h ne ti 18 E r Z 3 I I Gravel drive (width varies) I I I I I �3 I .55 bacl "B ) 15.17' Note: No "solid' monumentation was found 12" rebar found to establish this line. This fine 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 & 550. UNIT DENSITY UNITS OBSERVED ON SITE MAXIMUM UNITS PERMITTED BY ZONING 0 see general notes #12 LEGEND Reading in Road NE Comer NE1A NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas as shown on survey by Ben KlHler Jr. (ris #-%8) dated 3-15-91. Transporaton Department surveys conducted in this area for the proposed Right-of-way of 'Asher Avenue" (State 0 FOUND NO. 4 REBAR UNLESS ® POWERPOLE -SS- SAN.SEWER LINE Hohwav #5x OTHERWISE LABELED ON DRAWING (- GUY WIRE M" SEWER MANHOLE (R) �a P rsr,." m i i 0 J� a G° lei m2 sG A� G X"?,r Rightf-way/ afionobtainedrom the Arkansas ? 8 Transportation rfinent) 67057'44wy([38.32'� -- - - - _I - - -- ecuted under the authority of said rules and regulations. _ _ N a� 5� 49.91' 9y B8 Sanitary Sewer Manhole r- e C3E> _ 7 (Sig a rim elev - 322.7 I° THIS A a 124 V fbw4ine elev = 316.72 Date of Execution L.R. Planning Commission T M Air 6" water line (to be abandoned) - -M - (A, N Boundary Description (TRACT C Part of the NEt/4 NW1/4 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 °49'47" W 330.00'; thence S 88°16'44" E 192.79% thence S 2"42'10" W 471.39'; thence S 88°00'07" W 50.20% thence S 2.4210" W 39.38' to a set pk nail said point being the Point of Beginning; thence S 2*4210" W 142.67" to a set 12" rebar with surveyors id cap (its #1430); thence N 1 °1212" E 82.23' to a set 12" rebar with surveyors id cap (its #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 or less. this is a public highway OF TRA V Jt 1 NU. 4 KtBAH WITH SURVEYOR'S ID CAP (RLS #1430) LIGHT POLE w0 CLEAN OUT ® P.K. NAIL FOUND -�- STREET LIGHT POLE -So- STORM DRAIN LINE m W. 4 Street 0 P.K. NAIL SET ® ELEC. TRANSFORMER ® STORM DRAIN MANHOLE X FND X MARK © AIR CONDITIONER 99 CATCH BASIN O m ® SET X MARK - BE -BURIED ELECTRIC ® CURB INLET 30 R.R. SPIKE FOUND 'Jr OVERHEAD ELECTRIC MwQ MONITORING WELL @ 0 R R. SPIKE SET O ELEC. MANHOLE - T - TELEPHONE LINE e $ BENCHMARK -Water- WATERLINE 0/H T OVERHEAD TELEPHONE PSte1 NgOv%e R/y,, MARKER WATER MANHOLE ® PAY PHONE Cn _ (R) RECORD DATA ►� WATER VALVE � TELEPHONE BOX O 2 (M) MEASURED DATA 0 HYDRANT ® TELEPHONE MANHOLE (C) CALCULATED DATA O WATER METER fI yl SIGN Location m \ N R/W RIGHT OF WAY WATER METER O STOP SIGN ,Project Asher Avenue RCP REINFORCED CONIC PIPE CMP CORRUGATED METAL PIPE -Gas- GAS LINE ® TRAFFIC SIGNAL W E MTL METAL H GAS VALVE ©UNDERGROUND CABLE O BSL BUILDING SETBACK LINE � � MAR io �USS� LANDSCAPING GAS MANHOLE HANDICAP PARKING TREE S �LLL......JJJJ • STEEL POLES TEST HOLE - CONCRETE CURB Vicinity Map TREE T10 rl cs CONCRETE SLAB NOT TO SCALE I TELEPHONE SIGN ® STORM GRATE DIRECTION VEL DROP INLET DESCRIPTION I Surveyor's Boundary Description r Q` f�V> m ov a Part of the NEt/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, elie being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4 thence S 88°2425"E 756.4l' to a set 12" rebar with surveyors id cep (Its #1430), said point being the Point of Beginning; thence S 1 °49'4T' W 330'to a set 12" repair with surveyor's id cap (ris #1430); thence S 88°16'44" E 192.79' to a set 12" rebar 12 5 15'12' E 9.44' with surveyor's id cap (ds #1430); thence S 2*42`10" W 471.39' to a found 12" rebar; thence S 88°00'OT' W 50.29; thence S 2°42'1 a" W 39.38' to a set pk nail; thence West 2.1O' to a set 12" rebar with surveyor's id cap (Its #1430); thence S 3°4T59" W 35.54' to a tl 1" Car to a set 12" rebar with surveyor's id cap (ris #1430); thence S 1.16'02" W 24.84' to a set 12" rebar with surveyor's id cap (its #1430); thence S 1°12'12" W 82.23' to a set 12" rebar with surveyor's id cep (ris #1430) set on the current North Right of Way line of Asher Avenue (State Highway 95); thence along said Right-of-way line as follows: S 89°08'01" W 28.29' to a set 12" rebar with surveyor's id cap (ris #1430); S 87°5T44" W 138.32' to a set 12" rebar with surveyors id cep (ds #1430); thence I leaving said Right-of-way line N 5°43'31" E 247.51' to a found 1" pipe; thence N 1 *49'47" E 750' to a set 12" rebar with surveyors id cap (its #1430), said point j being on the North line of the NE1/4 NW1/4 Section 23, T-i-N, R-13-W, Pulaski c County, Arkansas; thence S 88°24'45" E along said North line 16.T to the Point I of Beginning. Containing 3.05 Acres, more or less. Subject to a Right-of-way 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 Lire per Arkansas Highway and number 2249739 I Transportation Department Job #6965 B ; I Boundary Description (TRACT A) Part of the NEI/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 756.41' to a set 12" rebar with surveyor's id cap (ds #1430); thence S 1 °49'47" W 330' to a set 12" rebar with surveyors id cap (rls #1430); thence r ) vN S 88°16'44" E 192.79'to a set 12" rebar with surveyor's id cap (Its #1430); thence \ 1 0 S 2°42'1 W W 302.06' to a set 12" rebar with surveyor's id cap (its #1430), said point - / being the Point of Beginning; thence continuing S 2*42'10" W 169.3S to a found 12" � 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 (ris #1430); thence West 2.19 to a set 12" rebar with surveyor's a id cap (its #1430); thence S 3°4T59" W 35.54' to a set 12" rebar With surveyors id cap S1 (ris #1430), thence S 1.16'02" W 24.84' to a set 12" rebar with surveyors id cap (ris #1430); O thence S 1 *12112" W 82.23' to a set 12" rebar with surveyors id cap (ris #1430) set on the d P N current North right of way line of Asher avenue (State Highway #5); thence along said Zpn tl right of way line as follows; S 89°08'01" W 28.29' to a set 12" rebar with surveyors id cap (its I fp #1430); S 87.5T44" W 138.32' to a set 12" rebar with surveyors id cap (ris #1430); thence leaving said right of way line N 5.43'31" E 247.5l' to a found 1" pipe; thence r I N 1 °49'4T' E 121.54' to a set 12" rebar with surveyors id cap (ris #1430); thence b0 I S 87°1T40" E 204.91' to the point of beginning. Zs psi 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. 91,Boundary Description (TRACT B) Part of the NE1/4 NW 1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, I • p 1 being more particularly described as: Commencing at the NW Comer NEt/4 NW114 I i b 1 thence S 88.24'25"E 756.41' to a set 12" rebar with surveyors id cap (ris #1430). _ -- said point being the Point of p g Beginning; thence S 104947" W 330 to a set 12" rebar / M with surveyors id cep (ris #1430); thence S 88.16'44" E 192.79'to a set 12" rebar Je I with surveyors id cap (ris #1430); thence S 2°42'10" W 302A5 to a set 12" rebar I x i with surveyors id cap (ds #1430); thence N 87°1 T40" W 204.91' to a set 10 rebar with s I I surveyors id cap (ris #1430),- thence N 1.49'47" E 628.49 to a set 12" rebar with I I surveyors id cap (ris #1430), said point being on the North line of the NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas; thence S 88.24'45" E along I I said North line 16.T 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 t� I I the West line and any easements that may be of record or physically in place. I I I o =80 � 1'_. % 'RE €IM I 0s I 1 I Cldkor m o CL m n Qm Hoel n CC I o el _vim L mY Ell cc 2'c� o)HAY Tract C I I = O� m m C LU a; I I I « it . 3 r0 c Si 0.01tacres ! Vice ! Lcu! ;,inN ts� U iri to in iii th . O j W W lit UJ W W LU r .ode i el e i W000 0000 O y W casmuc*a i -I - J W Q Q d d Q Q d N O It L °mom _ _-- N ,Z / I I m I I I _I I I c I g 0 ---�I O$ - - bsl I N � N �) found 12" rebar m i r l 6 METAL BLDG I_ ____________ --_------- I on MOVABLE y- I I oc 6 I ) roQN ¢VYu�i B tract I ) cD a I I Bearing/Distance Table I I C3d10 I w v o 00 1 I 1 c„..� (AK E2 Y m � I J CONC. PORCH �� i S2V210-W 1R 61. 81 S 2"42'10" W 39.38' B2 N 90600'00" E 2.10' B3 N 3°4T59" E 35.54' B4 N 1.16'02' E 24.84' 65 N 1°12'12" E 82.23' P PR SED CU B8 wen lore �, _ o a--. . o� rI"i2S . )ER i,CONS UCTIONi° W we n a.� Sanitary c State H_ l way #5 _ `r = rim Biel _ n� - - rg.) ( arias) fiowhre e4 approx location _ .e. W°In N°ter W°lCr "o1a' "OI"' to W01e approx location of new fire hydrant 12" Ovate line (approx 85 psi) per Robert Freeman (Central Arkansas Note: 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 601bs) W '] 1 ' 066- 6 (n u) - (n WWWW ILL 6000 I Z 0a¢=a Y... - I I Q I I a 1ii,NpurrrUlgl GISTElp of, °STATE OF •, ARKANSAS c N 1430 GN`� E .......; °�'�4L LATE ,i••• I ''rranrnu Hi11i1 1 40' 0' 40' 80, SCALE: 1" = 40' Basis of Bearings: North line of the adjoining tract along the West line of this drawing made S 87'18'00" W as shown on Arkansas Highway & Transportation Department Job #6965 ti �C�tlt l N N W 0 (1 O ro rn) 0 � 10 c x w o zo O In O _N m c� 10 �mo� 0 Q y c c o y m c 0 M m € O Z £ c a o > Z p 0 n E �w E rnd_ M t O C m U O'r c w F io o ZaLL 2'ommt m Q W 0 0 E o' -6- m top m W C Q- V C 0 EQ E c m Cc c O .0 t E O orx to J LL LL �_ to is m o = Y fn W tb v a 4) fA N Q- r O Q 11 U Ull �$ of z of LU Z O>Q > S el Q Wv Z 2> N W O = � Of F V 0¢ J W a w O N r J {-% J F ' a a h �J �• iJ 4 � O L.:�ia 0 -g u u. co C W C a IJJ W Uo N W 0 m � m N 0 o p v � LLI O W -J LL Z m In O i