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Home My WebLink AboutZ-7297 Map 7STATEMENT OF ENCROACHMENTS El The gravel road encroaches along the West line of this drawing. (4 % The block retaining wall encroaches near the Southeast Corner of this all property shown on this drawing. Part of the block building and the movable storage building encroach along the East line of the property shown on this drawing. Baseball/Softball field fences encroach along the West line. found nail in bottle cap SITE DATA 1. ZONING -C-3 "General Commercial" SETBACKS- front -25' side -1 5' rear -15' HEIGHT RESTRICTIONS -no building higher than 35' PARKING RESTRICTIONS -1 parking space for every300 square feet of floor space 2. VERTICAL DATUM-NAVD 29 3. BENCHMARK- "Pagis" (Pulaski Area Geographic Information System) Monument described as an aluminum cap set in concretewith elevation of 293.23 NGVD 29 Station Name: PAGIS 2041 North line NE1/4 NW114 Section 23, T -1-N, R -13-W, Pulaski County, Arkansas 741.8'Deed found 1/2" pipe y 0 C 741.8'(Don Brooks survey) er) S 88-24447 E 16-70' 7.8" S S 88 88024'451" E 756.4 Vto POB found to establish this line. This line 0 P.K NAIL SET C�� ELEC. TRANSFORMER Computed C�oirner S88 S 8802445" E 739.71' dated 11-1 -71 (Factual Survey) is as shown based on the monumentation NW Comer NEI/4 NW1/4 16 is as shown based on the monumentation POB Section 23, T -1-N, R -13-W, BENCHMARK -Water WATER LINE O/H T OVERHEAD TELEPHONE 1999, and includes all items required by Family Dollars Boundary, Physical in this area at this time, deeds of record, Pula Ski County, Arkansas surveys filed at the state surveyors (M) MEASURED DATA HYDRANT 9 4 Line er Charlie Miller Surve SIGN office and Arkansas Highway & C1 In North line NE1/4 NW114 Section 23, T -1-N, R -13-W, Pulaski County, Arkansas 0 Gravel parking . 0 area SURVEYOR'S CERTIFICATION p y 0 Note: No "solid" monumentation was er) dated 11-9-94. Note No "solid" monumentation was Line per Don Brooks survey found to establish this line. This line 0 P.K NAIL SET C�� ELEC. TRANSFORMER 5�61 found to establish this line. This line dated 11-1 -71 (Factual Survey) is as shown based on the monumentation the "Minimum Standards Detail Requirement for ALTA/ACSM Land Title 16 is as shown based on the monumentation Surveys", jointly established and adopted by ALTA, ACSM and NSPS in in this area at this time, deeds of record. BENCHMARK -Water WATER LINE O/H T OVERHEAD TELEPHONE 1999, and includes all items required by Family Dollars Boundary, Physical in this area at this time, deeds of record, (R) RECORD DATA WATER VALVE surveys filed at the state surveyors (M) MEASURED DATA HYDRANT TELEPHONE MANHOLE surveys filed at the state surveyors SIGN office and Arkansas Highway & C1 In RCP REINFORCED CONIC PIPE office and Arkansas Highway & ELL TO Transportation Department Surveys cend ucted in this area for the proposed MTL METAL 04 GAS VALVE Tolerance. Also, certify that the easements shown on the survey are based Transportation Department surveys 1�) US LANDSCAPING GAS MANHOLE HANDICAP PARKING GTREE conducted in this area for the proposed 0 STEEL POLES TREE T H 0 TEST HOLE 0 Righl of "Asher Avenue" (State TELEPHONE cs CONCRETE SLAB Rill of "Asher Avenue" (State J" STORM GRATE IV Highway #5). CO M DESCRIPTION C) 0 E LTOWER 0 Part of the NEI/4 NW1/4 Section 23, T -1-N, R -13-W, Pulaski County, Arkansas, u1 C? Highway #5). E Sly thence S 88*24'25"E 756.4l'to a set 1/2" rebar with surveyor's id cap (ris #1430), 0 Gravel parking . 0 area SURVEYOR'S CERTIFICATION UNITS OBSERVED ON SITE MAXIMUM UNITS PERMITTED BY ZONING 0 see general notes #12 ALTA/ACSM LAND TITLE SURVEY CLEAN OUT P.K. NAIL FOUND STREET LIGHT POLE This is to certify to Family Dollar Stores, Inc., and its affiliates, and the 0 P.K NAIL SET C�� ELEC. TRANSFORMER 5�61 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 CATCH BASIN SET X MARK BE -BURIED ELECTRIC the "Minimum Standards Detail Requirement for ALTA/ACSM Land Title 16 Mwo MONITORING WELL Surveys", jointly established and adopted by ALTA, ACSM and NSPS in TELEPHONE LINE BENCHMARK -Water WATER LINE O/H T OVERHEAD TELEPHONE 1999, and includes all items required by Family Dollars Boundary, Physical A PAY PHONE (R) RECORD DATA WATER VALVE and Topographical Survey Requirements, and (11) pursuant to the Accuracy (M) MEASURED DATA HYDRANT TELEPHONE MANHOLE Standards (as adopted by ALTA, NSPS, and ACSM and in effect on the date SIGN RAN RIGHT OF WAY WATER METER of this certification) the Positional Uncertainties resulting from the survey RCP REINFORCED CONIC PIPE . XWz measurements made on the survey do not exceed the allowable Positional TRAFFIC SIGNAL MTL METAL 04 GAS VALVE Tolerance. Also, certify that the easements shown on the survey are based BSL BUILDING SETBACK LINE GAS METER (D <<a- 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. Z There are no parking lots/stl 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. Boohel & 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: rickey. prince@ahtd.stal 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. 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 chain link fence _X X_ Chain link fence X X_X 0 /10 r4, 45� S 87018`00m W 104.59' 1/2" pipe 4 BRICK AND I §1 rRAME7:]15y7'1 RESIDENCE I proposed Right of way line N 87'5r44" E cable tifte also 53. iq telel line C N N 87'5TI 8'�' V V 49.91' Sanitary Sewer Manhole 1m elev = 322�7 flowline elev = 316.72 6'water line (to be alb�an �oned)E� 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 to601bs) Gravel drive (width varies) 9� ? U) 1`1 2W 4 \P6 found 1/2" rebar online 15 IT found 112" rebar S 8802445" E .65' Vicinity Map NOT TO SCALE >'E9.44' r�,und 1" bar Line per Arkansas Highway and Transportation [)apartment Job #0965 ------------------ (D LD 1 bs] fe found 1r2" rebar 0 0 METAL BLDG - - - - - - - - - - - - - - - - - - - - - - - MOVABLE 0 AK z C4 colic 9 P ICH CNI A 2'_ 0 z 2 Righi -4w 26 bsl \Qf \X Y_(lifidermation obtained W I -from t Arkansas Highway - - - - - - - & 0 Ld 4) & Trans S 89008 -4 rtation Departrien!) > .POUE 28. 0 U) 25' _1 U1 C) Z i4� vp _J U) -70r7ll > z "ER CONSTRUCTOt! U) z < ell - - - - - - - - - - - - Co TRUCn rtw YD. Ito be removed) WlMe"be Moned) < U) W z -TON z �0:: W =) of z B8 z z -�:zr�SEDCUR (P < Z) > < CZ�� Saril = - � - 9= .. = l M 0 0 0 C) < �z THIS UNDERC Wuter < ��a,�S�ON 0 .t., 0 UJ 0 a\ Sanitary Sewer Manhole 1-- R I- M Do S St 0 U) C) U) an sState i way#5' rim elev = 317.8 z W < W Wi fiovAine all 311.94 Arkan 0 z s ve.) aries) 0 asphat ement GISTEI? ',d 0 ............... J a. this is a public highway %. \ W STATE OF ARKANSAS of appmx location 3- -V 0.111 43 ce= > W�te WA, ter W.rel- We"- approx location of new fire hydrant C) -:W SIGNATURE U) r.Q. 4Q z - 12"wate line (a 5 psi) S,1!1 1 z per Robert Freeman (Central Arkansas S - S z- T- 0) pprox 8 'k < -992-2443) Water @ 501 0) > L L z z W W C0 Q) 0 1 z e2 0 C/) 0 U) S W 0 40' 01 40 80, LL Z) CY UJ SCALE: 1 40' z X E (if < Basis of Bearings: North line of the adjoiningtract alongthe West line of this 11. QJ 0 LU Lie. drawing made S 87'18!00"W as shown on Arkansas Highway & Transportation LL 0-1 Department Job #6965 0- UNIT DENSITY UNITS OBSERVED ON SITE MAXIMUM UNITS PERMITTED BY ZONING 0 see general notes #12 Reading in Road NE Comer NE114 NW114 Section 23, T -1-N, R -13-W, Pulaski County, Arkansas as shown on survey by an er r. a 5 dated 3-1 N-91 LEGEND 41 FOUND NO. 4 REBAR UNLESS (2) POWERPOLE _SS- SAN.SEWER LINE OTHERWISE LABELED ON DRAWING GUY WIRE SEWER MANHOLE 0 SET NO. 4 REBAR WITH LIGHT POLE SURVEYOR'S ID CAP (RLS #1430) CLEAN OUT P.K. NAIL FOUND STREET LIGHT POLE So- STORM DRAIN LINE 0 P.K NAIL SET C�� ELEC. TRANSFORMER STORM DRAIN MANHOLE X FND X MARK EE AIRCONDITIONER CATCH BASIN SET X MARK BE -BURIED ELECTRIC CURB INLET R.R. SPIKE FOUND OVERHEAD ELECTRIC Mwo MONITORING WELL A R.R. SPIKE SET 0 ELEC. MANHOLE -T- TELEPHONE LINE BENCHMARK -Water WATER LINE O/H T OVERHEAD TELEPHONE R7VT1Mk1tKE�1__ - - Q _WATER MANHOLE A PAY PHONE (R) RECORD DATA WATER VALVE TELEPHONE Box (M) MEASURED DATA HYDRANT TELEPHONE MANHOLE (C) CALCULATED DATA WATER METER SIGN RAN RIGHT OF WAY WATER METER STOP SIGN RCP REINFORCED CONIC PIPE . XWz CMP CORRUGATED METAL PIPE -Gas- GAS LINE TRAFFIC SIGNAL MTL METAL 04 GAS VALVE UNDERGROUND CABLE BSL BUILDING SETBACK LINE GAS METER (D <<a- US LANDSCAPING GAS MANHOLE HANDICAP PARKING GTREE 01- 0 STEEL POLES TREE T H 0 TEST HOLE 0 CONCRETE CURB TELEPHONE cs CONCRETE SLAB SIGN <�= I J" STORM GRATE IV DIRECTION OF TRAVEL DROP INLET CO M DESCRIPTION C) 0 Suirveyoes Boundary Description 0 Part of the NEI/4 NW1/4 Section 23, T -1-N, R -13-W, Pulaski County, Arkansas, u1 C? being more particularly described as: Commencing at the NW Corner NE1/4 NW1/4 � �15 - Lu "T � 0 4_� thence S 88*24'25"E 756.4l'to a set 1/2" rebar with surveyor's id cap (ris #1430), 6� 6i (J) said point being the Point of Beginning; thence S 1'49'47" W 330'to a set 1/2" rebar Co with surveyors id cap (ris #1430); thence S 88'16'44" E 192.79'to a set 1/2" rebar W UJ di with surveyors id cap (ris #1430); thence S 2*42'10" W 471.39'to a found 1/2" rebar; C)Wwz thence S 88*00'07" W 50.20% thence S 2'42'10" W 182.G4'to a set 1/2" rebar with WOOO surveyors id cap (ris #1430) set on the current North Right of Way line of Asher _i007 Avenue (State Highway #5)'; thence along said Right-of-way line as follows: Lu < < l S 89*08'01 " W 28.29'to a set 1/2" rebar with surveyors id cap (ris #1430); M 0 S 87'57'44" W 138.32'to a set 1/2" rebar with surveyor's id cap (rls #1430); thence 0 leaving said Right-of-way line N 5*43'31" E 247.5l'to a found 1" pipe; thence 0 N 1*49'47" E 750'to a set 1/2" rebar with surveyor's 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 LL County, Arkansas; thence S 88'24'45" E along said North line 16.7'to the Point of Beginning. Containing 3.06 Acres, more or less. Subject to a Right-of-way for Asher Avenue (State Highway #5) along the South line, an ingress/egress �J easement for a cell tower along the West line and any easements that may be of record or physically in place. This legal description describes the same property as described in title commitment number 2249739 V) LU IL 2 0 0 0 0� H 01 C) > < Z3 co a) C-4 N 0 Lu 00 X (3) C? 0 1 a) 'o oo a al 66 66 E 0 m wwww . XWz (0000 LL1 <l I (D <<a- 0 E Z r -J 0 01- 04 TOO 0(00 < -0 0 M 1- 0 X i� 0) CO M M00a C) 0 0,.r 0 W� I u1 C? Lu < 31; � I � �15 - Lu "T � 0 4_� =r-010 .5 - U) 6� 6i (J) 0 66 66 (1) Co 00 (1) W UJ di U5 Ui C)Wwz z CrOf z WOOO 0000 _i007 macm: Lu < < l a- < < (L 0 0� H 01 C) Z3 co a) C-4 N 0 Lu 00 X (3) 0 0 1 a) 'o oo a al E 0 m ca 6 co 0 LL1 CIA I 0 0 E Z r -J 0 1- 0 , -E X CL < z M , - (D 0 a) Zo oo I i� W CO M co r- -E lr-i 9 0 e M 0 0 0 '5� c: 0 < 0 0 X N 0 u? t (D :F 0 a] 0 M Z LU 0 > 0 0 u? Lli M 0 6i 0 .0 mo m' �2 E 0 00 > 0 0 LL < IT: < �2 0 �J 0 0� H a 01 C) Z3 co a) C-4 N N Lu 00 X z I 0 1 a) 'o oo a al E 0 m co E M CIA I 0 0 E Z r -J 0 2) a) E 2 E E E 0 0 0 '5� c: 0 - 0 W 1C' a a, 0 to L3 E (D W w E of .0 iz 0 > C/) E Lli 6i 6i 0 .0 mo m' �2 E 0 00 > 0 0 LL < IT: < �2 0 �J 0 LL 0 0 0 0 Ln �2 T > > > U.J 1_U ILL! LU a 01 C) Z3 co a) .12 Lu 00 X z I 0 1 a) 'o oo a al E 0 m E M I 0 0 E Z r -J 0 2) a) E 2 E E 0 0 0 '5� c: 0 - 0 W 1C' a a, 0 to L3 E < W w E of .0 iz 0 > < E E to 0 0 .0 mo m' �2 E 0 00 > 0 0 LL tv o I - IT: < �2 a