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HomeMy WebLinkAboutS-1365-A Map 8STATEMENT OF ENCROACHMENTS SITE DATA 1. ZONING-C-3 PCD (ALL OF PROPERTY) 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'± (building is movable) found nail in bottle cap 7 found 1/2" pipe 741.8' Deed 741.8' (Don Brooks survey) T S 8802445" E 756.41' to POB s Computed Corner S 8802445"E 739.71' NW Corner NEIA NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas Line per Charlie Miller Survey dated 11-9-94. Note: No "solid" monumentation 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 & 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 Lawyer's Title Insurance Company, as Agent, that (1) this map or plat and the survey on which 8 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 (11) 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. 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 x� Dy I Line per Don Brooks survey dated 11-1 -71 (Factual Survey) /ELL TOW b CELLTOWER \SITE - I + I Gravel parking N area I I I I e OV \OR�x�\y� VQ Px� JSD� 0P� 5� �P 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 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 storm water on site detention/retention design a licensed Civil Engineer should be consulted. The engineering design formula that the city of Little Rock uses for calculations for storm water run- off is the "rational method of hydrology" (formula = Q = 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: dckey.prince@ahtd.state.ar.us department: "District Permit Officer for Arkansas Highway & Transportation 0 Department." �Qx�� address: PO Box 190296 _ � Little Rock, Arkansas 72219 ,50k 11. Electrical lines are as shown. Due to the highway construction at the time of this survey, primary and secondary voltage along P� highway #5 (asher avenue) can be determined by contacting Entergy @ 1-501-377-4000. 12. Retail sales of general 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 \cFte + Department as shown on Job # 6965 ore° 14. A "re -plat" will be required for this property. CERTIFICATE OF OWNER �Q We, the undersigned, owners of the real AD \c estate shown and described herein, do hereby OYv certify that we have laid off, platted and sub- 10 divided, and do hereby lay off, plat and subdi- vide said real estate in accordance with this 1I `Qv , plat. Lm'C WV'1ng� �WaJuc. GQo„may Q- F� Da a of IEName Iii (dCD YKa 6 iJ11fd• + too e' P2� Address-IQ�A Source of Title: D.R. Page Instrument No. S 87-18,00. W CERTIFICATE OF RECORDING 104.59' This document, number filed for 34 record 20 in Plat Book [found 1/2" pipe Page 31 Signed (name) Clerk CERTIFICATE OF S RVEYING ACCURACY I, ereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been Complied with. (Si ned 2-14-03 Date of Execution Name, Registered, Professional Land Surveyor No. 1430 Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby ex- C) I b4 I I Gravel dove I I (width varies) 54 I I I North line NE114 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas &wt-B) Note: No "solid" monumentation was found to establish this line. This line is as shown based on the monumentation in this area at this time, deeds of record, found 112" rebar online 1 ,)-15.17' 550. found 112" rebar UNIT DENSITY UNITS OBSERVED ON SITE MAXIMUM UNITS PERMITTED BY ZONING 0 see general notes #12 surveys filed at the state surveyors office and Arkansas Highway & LEGEND Transportation Department surveys Reading in Road NE Corner NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas as shown on survey by Ben Kittler Jr. Iris #568) dated 3-15-91. conducted in this area for the proposed Right-of-way of "Asher Avenue" (State FOUND NO. 4 REBAR UNLESS (8 POWERPOLE SS- SAN.SEWER LINE Highway #5). OTHERWISE LABELED ON DRAWING (- GUY WIRE MH SEWER MANHOLE O SET NO.4 REBAR WITH LIGHT O SURVEYOR'S ID CAP (RLS #1430) POLE c CLEAN OUT P K. NAIL FOUND STREET LIGHT POLE SD STORM DRAIN LINE W. 40 h Street ® P.K NAIL SET ® ELEC. TRANSFORMER ®D STORM DRAIN MANHOLE m .- X FND X MARK ® AIR CONDITIONER © CATCH BASIN o SET XMARK - BE -BURIED ELECTRIC PICURB INLET 30 A R.R. SPIKE FOUND Av-OVERHEAD ELECTRIC Mwo MONITORING WELL R.R. SPIKE SET ELEC. MANHOLE - 7 TELEPHONE LINE BENCHMARK -Water- WATER LINE O/H T OVERHEAD TELEPHONE ,gOVe R/W MARKER WATER MANHOLE LAJ PAY PHONE (R) RECORD DATA H WATER VALVE I] TELEPHONE BOX _ (M) MEASURED DATA I� HYDRANT 7®pp TELEPHONE MANHOLE OQ.nt="� (C) CALCULATED DATA O WATER METER yl SIGN Location \ N RM/ RIGHT OF WAY WATER METER STOP O ,Project N Asher Avenue RCP REINFORCED CONIC PIPE STOP SIGN > CMP CORRUGATED METAL PIPE -Gas- GAS LINE TRAFFIC SIGNAL W E MTL METAL c GAS VALVE © UNDERGROUND CABLE O BSL UILDING SETBACK LINE ccUS LANDSCAPING GAS METER GAS MANHOLE HANDICAP PARKING TREE g ® STEEL POLES �r^"1� TEST HOLE CONCRETE CURB Vicinity Map t( TREE i�f rN® n cs CONCRETE SLAB NOT TO SCALE JI TELEPHONE SIGN o- STORM GRATE DIRECTION OF TRAVEL DI DROP INLET DESCRIPTION Surveyor's Boundary Description y 11`Q pPart of the NE1/4 NI/4 Section 23, T-1-N, R-13-W,ax\ ulaski County, PaP CG��YP� being more partcula ly described as: Commencing athe NW Corner NrE1/4 NW1/4 D thence S 88°24'25"E 756.41' to a set 1/2" rebar with surveyors id cap Iris #1430), said point being the Point of Beginning; thence S 1 °49'47" W 330' to a set 1/2" rebar with surveyors id cap (ris #1430); thence S 88°16'44" E 192.79' to a set 1/2" rebar S 8� °16'4 " E 92 5°I15.12"E9.44' with surveyors id rap (ris #1430); thence S 2°42'10" W 471.39' to a found 1/2" rebar; thence S 88°00'07" W 50.20'; thence S 2'42'10" W 39.38'to a set pk nail; thence West n 2.10' to a set 1/2" rebar with surveyors id cap (ris #1430); thence S 3°47'59" W 35.54' ry h 11 a found 1" bar to a set 1/2" rebar with surveyors id cap (rls #1430); thence S 1°16'02" W 24.84' - _ - _ _ 5' bsi _ _ _ - < to a set 1/2" rebar with surveyor's id cap Iris #1430); thence S 1 °12'12" W 82.23' Nsr to a set 1/2" rebar with surveyor's id cap (rls #1430) set on the current North Right of Way & line of Asher Avenue (State Highway #5); thence along said Right-of-way line as follows: S 89°08'01" W 28.29' to a set 1/2" rebar with surveyor's id cap (ris #1430), S 87°5744" W 138.32' to a set 1/2" rebar with surveyor's id cap (rls #1430); thence a leaving said Right-of-way line N 5°43'31" E 247.5l' to a found 1" pipe; thence N 1 °49'47" E 750' to a set 1/2" rebar with surveyors id cap (ris #1430), said point s being on the North line of the NE1/4 NW114 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas; thence S 88°24'45" E along said North line 16.7' to the Point �y of Beginning. Containing 3.05 Acres, more or less. Subject to a Right-of-way SO for Asher Avenue (State Highway #5) along the South line, an ingress/egress easement for a cell tower along the West line This legal description describes the same property as described in title commitment Line per Arkansas Highway and I Transportation Department Job #6965 number 2249739 Syr -+zr Igh ya d a 1 o Boundary Description (TRACT A) art nt ob 96 eat a I NU J Part of the NEIA NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, being more particularly described as: Commencing at the NW Corner NE114 NW1/4 thence S 88°24'25"E 756.4l' to a set 1/2" rebar with surveyors id cap (rls #1430); thence S 1 °49'47" W 330' to a set 1/2" rebar with surveyor's id cap Iris #1430); thence ,Nr,� a rL111' 0. IDI11I(��{/ S 88'16'44" 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 1/2" rebar with surveyor's id cap (ris #1430), said point �1��.,Q-TI being the Point of Beginning; thence continuing S 2°42'10" W 169.33'to a found 1/2" 4♦ ♦ �, Cl� �r l� k�l I r rebar; thence S 88°00'07" W 50.20'; thence S 2'42'10" W 39.38' to a set 1/2" rebar 0 1. ' with surveyors id cap (rls #1430); thence West 2.10' to a set 1/2" rebar with surveyor's 0V,�<�i0 id cap Its #1430); thence S 3°47'59" W 35.54' to a set 1/2" rebar with surveyor's id cap ay aOte U' (ris #1430); thence S 1 °16'02" W 24.84' to a set 1/2" rebar with surveyors id cap (ris #1430); I thence S 1 *1212" W 82.23' to a set 1/2" rebar with surveyor's id rap (rls #1430) set on the current North right of way line of Asher avenue (State Highway #5); thence along said .t �Ay�By 1.On right of way line as follows; S 89°08'01" W 28.29' to a set 1/2" rebar with surveyors id cap (rls #1430); S 87°57'44" W 138.32' to a set 1/2" rebar with surveyors id cap (ris #1430); thence leaving said right of way line N 5°43'31" E 247.51' to a found 1" pipe; thence N 1°49'47" E 121.54' to a set 1/2" rebar with surveyors id cap (ris #1430); thence Qs J° µ�CP q,�J S 87°1 T40" E 204.91' to the point of beginning. a�cpay_ 25, b I se wrr A I a b Containing 1.50 acres, more or less. Subject to a right of way for Asher avenue (State " Tra..e+ A O i1 I Highway #5) along the South line and any easements that may be of record of physically - _ - - - - - - - in place. N 1T4 w 8 7'0' a.9r' -- ----- Boundary Description (TRACT B) ° �04• �/0 3 Part of the NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, 1 being more particularly described as: Commencing at the NW Corner NE1/4 NW1/4 2s1 aGt° P 5 1 thence S 88°24'25"E 756.4l' to a set 1/2" rebar with surveyor's id cap (rls #1430), , 1 Ok< eaovQ� d all ' G�`00 GO y ro cue m 20' /� a�yy���� NCO BRICK AND FRAME RESIDENCE Y proposed Right of way line F ecuted under the authority of said rules and regulations. = N a7°5T18° E assi' B9 B8 1�s^` Sanitary Sewer Manhole (signed) rim elev = 322.7 flowline elev = 316.72 ' Date of Execution L.R. Planning Commission 6" water line (to be aban�oned)E- Boundary Description (TRACT C Part of the NEIA NW1/4 Section 23 T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Commencing at the NW Corner 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°42'10" W 39.38' to a set pk nail said point being the Point of Beginning; thence S 2°42'10" W 142.67'to a set 1/2" rebar with surveyors id cap (ris #1430); thence N 1*1212" E 82.23' to a set 1/2" rebar with surveyor's id cap Its #1430); thence N 1 °16'02" E 24.84' to a set 1/2" rebar with surveyor's id cap (ris #1430); thence N 3°47'59" E 35.54' to a set 1/2" rebar with surveyor's id cap (rls #1430); thence East 2.10' to the point of beginning, containing 0.01 acres, more or less. d 4r - 010 T a �' :b -I _1Bald point being the Point of Beginning; thence S 1 4947 W 330 to a set 1/2 rebar �,� !� I with surveyors id cap (rls #1430); thence S 88°16'44" E 192.79' to a set 1/2" rebar I with surveyors id cap (ris #1430); thence S 2°42'10" W 302.06' to a set 1/2" rebar (r13,4,21�tl ow I � 7'/1ke* I with surveyors id cap Iris #1430); thence N 87°17'40" W 204.91'to a set 1/2" rebar with P5 I surveyors id cap (ris #1430); thence N 1 °49'47" E 628.46' to a set 1/2" rebar with d°T surveyors id cap (ris #1430), said point being on the North line of the NE1/4 NW1/4 x �xd Section 23, T-1-N, R-13-W, Pulaski County, Arkansas; thence S 88°24'45" E along 1 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 y the West line and any easements that may be of record or physically in place. 1 I I I I I I I az, / 1 I I I ial �I C I 9 I ----`1 bsI I G N � e�hs sboSb3• F I O N fe a 19@it-- I found 1/2" rebar m n fl METAL BLDG G MOVABLE 0 I--------------{-�, -_Q N t% 1'9 S I f'nf ((//rrii I @ pY B1 YCJQu) ¢ .- Y rn jg tract a rn N c� a M Bearing/Distance Table I W o J o DO I I I c.. ..� E2 Y m B3 0 z / ma -ONC B1 S 2'42'10" W 39.38' B2 N 90°00'00" E 2.10' B3 N 3°47'59" E 35.54' B4 N 1°16'02" E 24.84' 65 N 1°12'12" E 82.23' � 0i 66 u U) U) . . - I I Cl) MWLUW W rh000 ----�- -- I T` 0 4 0 a I � Q IZ 'ORCH 4REA S2.4210'W1420' I 1 N 'n 64 O W- t m m B gP0 I d E d) / > m 0 15, I I I Fed C ,Kz. he e'�W J WYo �c=c� N 1� >,U 0� ID I � m z 4)Lo C? f°w¢N 0 ropo Right-of-way Q Tract C I I I c N .): I m o (i ation obtained w 0.01± acres SS W v _1 0 U) O C _ _ _ _from the Arkansas ighway 25 bsl - a _ e Y �,jv,� I 1 U ui 0 � � Uj � W N & Transportation partment) `S 89008 o ea rn w uJ UU .. m dye e� OXWZ Z�a,Z W POLE 28.29 3' S87°57'44" 38.32\ 2s ti w000 0000 UNDER CONSTRUCTION I - I �t 1 IS W°JAI I - ,wen= - STRUCTIO Old f/W cm F °po be removM) //� < hen m _ - - _ _ A I vI 7 L 0000 - B8 �s3 151. PR SED CUR ^f� Sant�SSeewer line M 4. THIS AREA W.„ UNDERCONSUCTIONe W .. W.. Sanitary S In Arkan s State H' way #5 - - rim elev = °- - ;°� _ N (AS - ( AVe, dries N flowline ell aspha) ement this is a public highway Note: 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) approx location , n' 12" wale line (approx 85 psi�approx location of new fire hydrant per Robert Freeman (Central Arkansas Water @ 501-992-2443) 40' 0' 40' 80, '�� •J' STATE OF y ARKANSAS = O�] SIGNATURE At i01 I ''�44unu��N I 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 K rt zm oR.`m w2 w`-8o oWea a EIw m a E ° "s�o _vend ©Eo U) to Z Z of O a Q 0 z p U F w 3 7 O a W (L 0 0 0 O O N m N N N N O O O - N N ad co a) 4) � m m � a 0 E LL O O Z d) (/) li uj F H 0 0 o F Q Z v IY `a O Z Z Z Z W 0 0 0 0 O W to to W w W w w w m Qo 0 w O N o m � U a Co 0 6 .6 9 X w O F- Z c O > O U) N a at O N U `o � o E o m � C C O N c 0 M E m O IN Z rn m o�� C y G m N Z U � Ci- > m C > O r N aE3a�iw c E maw m N O U C N > C N L ~ CL � Z � la0i E N LL O o $ S 'E 0 �mQ E $E Q uw c a m m o N otx>� J LL O LL N L O C 3 LL Q 0 N to rn a LU W 0 > Q Q U wO of U to W W 0 r Of vJ a