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HomeMy WebLinkAboutS-1365-A Map 3J / N I C rLN/wC {"VVRr/IIwN I UOCHRIIwI! IN6LC (IwNlJ OJI 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) I 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 12" pipe 741.8' Deed 741.8' (Don Brooks survey) T S 88°24'45" E 756.41'to POB Computed comer S 88°24'45w E 739.71' „ NW Comer NE1/4 NW114 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 surveyor's office and Arkansas Highway & Transportation Department surveys conducted in this area for the proposed Right-of-way of "Asher Avenue" (State Highway 1i 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 Tide 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 (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. GENERAL NOTES 1. There are no buildings located on this property. 2. There are no parking lots/stripes 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 Right-of-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. Becher). B. 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 = 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:1-501-569-2171 fax:1-501-569-2366 email: rCkey.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 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 Department as shown on Job # 6965 14, A "re -plat' will be required for this property. 15. The ratio error of closure is 1:200,000 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 is plat. 10Y09yt 1 ft t TOkV t-L 411, � •' I�etw�ay Date of Exexuton Name CuA Gre", t)itt41aq I�q AddressIWP,rly 5asIN105-10-0 Source of Title: D.R. Page T1dAaAid,AP 11854 cap Instrument No. PNT BEARING/DISTANCE NORTHING EASTING PNT BEARING/DISTANCE NORTHING EASTING C1 138659.61 1200903.60 CB 137711.68 1201006A1 S 02°01'34" W 330.00 S 03°6946" W 35.54 C2 138229.72 1200891.83 09 137676.13 1201003.93 S 88004*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 01°23'59' 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 CS 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 137664.31 1200834.75 S 02!, �53'57" W 39.38 N 04°38'21' E 368.86 C7 137711.57 1201008.50 C14 137931.87 1200864.58 N 89*48'13" W 2.10 N 02601'34" E 628.46 C15 138560.03 1200886.80 S 88012'58" E 16.70 ci 138559.51 1200903.50 North fine NEtl4 NW1/4 described as an aluminum cap set in concrete with elevation of 293.23 NGVD 29 S 88• ° r Section 23, T-1-N, R-13-W, Station Name: PAGIS 2041 E 1 r Pulaski County, Arkansas found 12' rebar online X� o� I x I I � Line per Don Brooks survey----', dated it- 71 (Factual Survey) I I LLT 10 CELL TOWER SITE r I Gravel par" area tJ I I tJ I I � \N \f +\ I I \ I x I X chain link fence x Chain link fence S 87°18'00'W CERTIFICATE OF RECORDING This document, rum W 3®� O y� \ 104.59' r filed for record �'/ a 20 bJ , in Plat Book _�, Page (L U( / found 10 pipe Signed �L ;AROLYN S AL EY, Circuit CD inty Clerk & Paygtd�o►/.�•..� Dews E U f�°e L1 a (name) Clerk ;` '� G °o CERTIFICATE qE SURVEYING ACCURiCY I, v hereby certify that o this plat Correctly represents a boundary ` ; survey made or verified by me, all monument§,,' required actually exist and are correctly aO•°�! tjte°° shown hereon and that all surveying °j•wesa.re'w a c requirements of the Little Rock Subdivision Rules and Regulations have been Complied L, with. c Date of Execution Name, Registered, Professional Land Surveyor No.1430 Arkansas x- I I Gravel drive (width varies) I ( i I I t3 F11 'Fiji, I]TiA 'B7 15.17' Note: No "solid" monumentation was found 12" most found to establish this line. This line is as shown based on the monumentation in this area at this time, deeds of record, 550. UNIT DENSITY UNITS OBSERVED ON SITE MAXIMUM UNITS PERMITTED BY ZONING 0 see general notes #12 Reading in Road NE Comer NE1/4 NW1/4 Section 23. T-i-N, R-13-W, Pulaski County, Arkansas as shown on survey by Ben Kittler Jr. (rls #568) dated 3-15-91. surveys filed at the state surveyors LEGEND office and Arkansas Highway 8 Transportation Department surveys conducted in Mis area for the proposed Rlghtaf-vray of "Asher Avenue" (State FOUND NO. 4 REBAR UNLESS ® POWERPOLE Ss SAN.SEWER LINE Highway ill OTHERWISE LABELED ON DRAWING (- GUY WIRE ua SEWERMANHOLE 0 SET NO. 4 REBAR WITH SURVEYOR'S ID CAP (RLS #1430) - LIGHT POLE �O CLEAN OUT ® P.K NAIL FOUND -IC- STREET LIGHT POLE - SD STORM DRAIN LINE W. 4 h Street ® PK. NAIL SET ® ELEC. TRANSFORMER STORM DRAIN MANHOLE m X FNDX MARK m © AIR CONDITIONER ® CATCH BASIN o ® SET X MARK - BE -BURIED ELECTRIC ® CURB INLET Y 3o W , R.R. SPIKE FOUND �Nf OVERHEAD ELECTRIC -0 MONITORING WELL �j � R.R. SPIKE SET O ELEC. MANHOLE - T- TELEPHONE LINE C 4ewe BENCHMARK -Water- WATER LINE OM T OVERHEAD TELEPHONE RAN MARKER _ O WATER MANHOLE `� PAY PHONE o�J� rp (R) RECORD DATA N WATER VALVE ❑T TELEPHONE BOX OQr$ 0 (M) MEASURED DATA tD HYDRANT ®T TELEPHONE MANHOLE (C) CALCULATED DATA O WATER METER -0 SIGN lProject Location c \ Avenue N R V RERIGINFORCED OF WAY NC PIPE WATER METER ov STOP SIGN m CMP CORRUGATED METAL PIPE -Gas- GAS LINE TRAFFIC SIGNAL MA METAL c O UNDERGROUND CABLE 00 W E 9SL BUILDING SETBACK LINE N GAS VALVE C �- m US LANDSCAPING GAS METER GAS MANHOLE HANDICAP PARKING TREE S • STEEL POLES - CONCRETE CURB TREE T"IoI TEST HOLE Vicinity Map tit TELEPHONE SIGN a CONCRETE SLAB NOT TO SCALE V STORM GRATE DIRECTION OF TRAVEL DI DROP INLET DESCRIPTION Go��G`, Surveyor's Boundary Description W114 Section 23. T-1-N, R-13-W, Pulaski County, Arkansas, I OOFC'SN eP being more particulPart of the NE11/4 arrly described as: Commencing a the NW Corner NE1/4 NW1/4 \� thence S 88°24'25"E 756.4l'to a set 12" rebar with surveyors id cap (Its #1430), r I said point being the Point of Beginning; thence S 1 °49'4T' W 330'to a sal 12" rebar E t (R) with surveyor's id cap (ns #1430); thence S 88°16'44" E 192.79' to a set 12" rebar S 8$°1614 ' E 92 5 5'12'E 9.44' with surveyor's id cap (its #1430); thence S 2°42'10" W 471.39'to a found 12" rebar; thence S 88°00'07' W 50.20'; thence S 2°42'10" W 39.38' to a set pk nail, thence West N 2.10' to a set 12" rebar with surveyors id cap (ris #1430), thence S 3°47'59" W 35.54' h ti a fond t' bar to a set 12" rebar with surveyors id cap (its #1430), thence S 1 °16'02" W 24.84' - - - _c5'bsi - - -- _ to a set 12" rebar with surveyors id cap (HS #1430); thence S 1°12'12" W 82.23' eNsh to a set 12" rebar with surveyors id cap (Hs #1430) set on the current North Right of Way �s b line of Asher Avenue (State Highway #5); thence along said Right-of-way line as follows: cAt1�w S 89°08'01" W 28.29' to a set 12" rebar with surveyors id cap (rts #1430), S 87°5T44" W 138.32' to a set 12" rebar with surveyors id cap 1 #1430); thence I leaving said Right-of-way line N 5°43'31" E 247.5l' to a found 1" pipe; thence N 1 °4947' E 750' to a set 1 /2' rebar with surveyors id cap (its #1430), said point I e being on it* North line of the NE1/4 NW1A Section 23, T-1-N, R-13-W, Pulaski 1 o�P County, Arkansas; thence S 88°24'45" E along said North line 16.7' to the Point of Beginning. Containing 3.05 Acres, more or less. Subject to a Right-of-way for Asher Avenue (State Highway #5) along the South line an ingress/e ress g J I easement for a cell tower along the West line a I This legal description describes the same property as desciil�d in title commitment Line per Arkansas Highway and I Transportation Department Job 9t6965 number 2249739 " 1 Boundary Description (TRACT A r an$as ig y a d ? po tiorJDe a nt ob a 96 � n p Partof the NE114 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, I I � 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 (its #1430); thence S 1°49'47" W 330'to a set 12" rebar with surveyors id cap (rls #1430); thence C4 S 88°16'44" E 192.79' to a set 12" rebar with surveyors id cap (rls #1430), thence S 2°42'1 On W 302.06' to a set 12" rebar with surveyors id cap Iris #1430), said point �1�' �q• 4 being the Point of Beginning; thence continuing S 2°42'10" W 169.33' to a found 12" M rebar, thence S 88°00'07" W 50.20'; thence S 2*42'10" W 39 38, to a set 12" rebar O OE I% 0J I with surveyors id cap (its #1430); thence West 2.10' to a set 1/2" rebar with surveyors �XG . ¢y I 1' id cap Ids #1430); thence S 3°47'59" W 35.54' to a set 12" rebar with surveyors id cap y aGA I (ris #1430), thence S 1 °16'02" W 24.84' to a set 12" rebar with surveyors id cap (its #1430); a I p thence S 1 °12'12" W 82.23' to a set 12" rebar with surveyors id cap (ris #1430) set on the d P D I 'N current North right of way line of Asher avenue (State Highway #5); thence along said Zof t 7 right of way line as follows; S 89°08'01" W 28.29' to a set 12" rebar with surveyors id cap (its 11A►gyp �0 " i v0 #1430); S 87°57'44" W 138.32' to a set 12" rebar with surveyors id cap (its #1430); co thence leaving said right of way line N 5°43'31" E 247.51' to a found 1" pipe; thence s°�G�cd �6r I N 1 °4947" E 121_54' to a set 12" rebar with surveyors id cap (ris #1430); thence QssSK\ y 0 I S 87°17'40" E 204.91' to the point of beginning. Containing 1.50 acres, more or less. Subject to a fight of way for Asher avenue (State �' - --- Highway #5) along the South line and any easements that may be of record of physically g ---------- __-----___-- in place. N 1740" W .91' 1 Boundary Description (TRACT B) 8 °17�0• 2� 1' Part of the NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas, I • P• i being more particularly described as: Commencing at the NW Comer NEt/4 NW1/4 - - - - -- -21bef --- Ct I tu thence S 88°24'25"E 756.4l' to a set 12" rebar with surveyors id cap (ris #1430), -I I said point being the Point of Beginning; thence S 1 °4947" W 330' to a set 12" rebar J with surveyors id cap (ris #1430); thence S 88°16'44" E 192.79'to a set 12" rebar Add sis I o I I with surveyors id cap (ris #1430); thence S 2°42'10" W 302.06' to a set 12" rebar 65 B A I ' x I with surveyors id cap (its #1430); thence N 87°1 T40" W 204.91' to a set 12" rebar with L e surveyor's id cap its #1430 thence N 1 °49'47" E 628.46' to a set 12" rebar with I aX rca s drill I I �Pe I Y P( ): I 1J m yt�° I surveyors id cap (ris #1430), said point being on the North line of the NE1/4 NW1/4 x poll 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 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 q y the West line and any easements that may be of record or physically in place. I I I I I I in .c€ a ey 1` �•, C i o O40 v--�--) Z <; 0 BRICK AND FRAME 15.Tt \+���eh < RESIDENCE CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules C12 and Regulations, and all of the conditions of proposed Right of way line approval having been completed, this document is -N8'7 5ra4" - G 53. hereby accepted. This certificate is hereby ex- tv cabte tine also -69 telop ne If ecuted under the authority of said rules and regulations. _ _ N 97°5T'1H- E -A o_o 49.91' B9 B8 15'i2GP Sanitary Sewer Manhole co 0 7 / y (Sig e \ rim elev = 322.7 0 flowline elev = 316.72� w°�" Date of Execution L.R. Planning Commission 6" water line (to be abandoned) Boundary Description (TRACT C Partof the NE1/4 NW1/4 Section 23 T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Commencing at the NW Comerofthe 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 2042'10" W 142.6T to a set 12" rebar with surveyors id cap (its #1430); thence N 1°12'12" E 82.23' to a set 12" rebar with surveyors id cap (its #1430); thence N 1 °t6'02" E 24.84' to a set 12" rebar with surveyor's id cap (its #1430); thence N 3°47'59" E 35.54' to a set 1 /2" rebar with surveyors id cap (rls #1430); thence East 2.10' to the point of beginning, containing 0.01 acres, more or less. yJf q Lm! :2- r � =.a" CL I Z"n parr V Usa inn ! AREA s2v2•1e•w+4GIO I I N d p n9. I I I O C8 B�O�o I I I `V w `a am m I I I r Qe wcX \ Z 15 +a I I I I CL QQ m a' o'c ry TU o n y y o v U ETransporta R)ghtof-vray < Tract C 1 = y N m� 3 m on obtained w 0.01tacres', �$\e I I I j -L o -^_coo_Arkansas -�'S8- o< Y I I Uu)66 o 6i U1 Otion Department)\`S 89 08 ere I I I rn US .. r? rn rn .. } > r.. 0 87°57'44" � 8.32'\ C 25 28. 9 11 C p T= �a i ti c�°' i i LU 0 0 z z 0 0 z 111 t� a N o -- ----- _ I / w❑❑O O❑❑O b* J Jo❑x x❑❑x > % N ^ -- ^ - - .5-�� -- -`=- old rlw "'�_no a<,e„n.<c-------------------- O Q - wa t ] W FIR - ED CU - B3 Z LU Q Z �' W lit ❑ Sanf�S= . lone- = o o Y1�Q ,,�pttnnr411 Q U ❑ ❑ > Q >. AREA UNDER CONSTRUCTION a<ws GiS TE ''v/ ] /� 0 O ¢ ' `L '� w t< wot<, lame. •am w b' �`' <.<.......•.. 'L ~ O LI J U W JO Z M > ,ry nilary Serer Manhole sr �j, Ci LL I.- Arkan s State Hi way #5 _ rim elev, = 317-8 s rATE OF '' <; Q Z 0 = W 0 * _ �_ _ _ __ ARKANSAS <." F v LU rn W W C rn n LU one elev - 311.94 N 1430 _ Z W g a_ -' W a ( arias N `z �Q� p O o o (As Ave. )i aspnar ement his is a public highway approx location fate, w� W Yater W°!<, WatC 12' wate line (approx 85 Psi-) approx location of new fire hydrant per Robert Freeman (Central Arkansas Note: Water @501.992-2443) Gas line was not located by above ground evidence. Gas line does exist along Asher Avenue and it is an intermediate line (psi varies from 20lbs to 60lbs) I A I P D I I O _I � I � I 87 0 ) a I - � - ---11 b°I 4R, I N� r°II wyz . I O O 9 gyp-- -- I found 12"rebar w fe I m 9 o rl 6METALBLDG- - - - - - - - - - - - - - - - - - - - i Q m m I MOVABLE �.�\� I I p C °' ��eP 1 m r h m�< ro B1 PS�peP I 1 I ¢ U ., - N v CK MY B tract I I I m a 20" U mr I 0 a I Bearing/Distance Table I I W o AK E2 Y o .....n LU1 "O K 63 O9 -mo. I SRI WALL; CONIC. PORCH B1 S 2-42'10- W 39.38' B2 N 90°00'00" E 2.10' B3 N 3°4T59' E 35.54' 84 B$ N 1'16'02" E 24.84' N 1'1T12' E 82.23' 'J ( � ( mmm.. = W W W I W <00M c7Q¢a I Q 1 I a O:(� IGNATURB ' i EOA '`hrrnniutr``s` C 40' 0' 40' gp' SCALE: 1" = 40' Basis of Bearings: North line of the adjoining tract along the West line of this drawing mode S 87°18'00" W as shown on Arkansas Highway & Transportation Department Job #6965