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Z-3821-A Map 2VICINITY MAP NOT TO SCALE LEGEND 0 SANITARY SEWER MANHOLE —OHE— OVERHEAD ELECTRIC X FENCE LINE — ADJACENT PARCEL LINES STORM DRAIN �— NOT TO SCALE BOUNDARY LINE 4 COMPUTED POINT PER PLAT OF MILFORD PLACE SUBDIVISION NW CORNER SW1/4 SW1/4 SECTION 1 T -1-S, 1-13-W I I I I W N N N N O Z1 COMPUTED POINT AT INTERSECTION OF LOT ®LINES PER PLAT OF MILFORD PLACE SURD. NW CORNER N-'2 SW1/4 SWI/4 SW1/4 SECTION 1 T -1-S, R -13-W 111 1 O IaLri i • FOUND MONUMENT i O a i O SET MONUMENT APPROVED BY Z�s COMPUTED POINT ILL! Cl) z It m TELEPHONE PEDESTAL T V o p + GUY WIRE ) Q .O' POWER POLE i' POWER POLE W/ LIGHT n '' 0 w pC J = ) 0 0 SANITARY SEWER MANHOLE —OHE— OVERHEAD ELECTRIC X FENCE LINE — ADJACENT PARCEL LINES STORM DRAIN �— NOT TO SCALE BOUNDARY LINE 4 COMPUTED POINT PER PLAT OF MILFORD PLACE SUBDIVISION NW CORNER SW1/4 SW1/4 SECTION 1 T -1-S, 1-13-W I I I I W N N N N O Z1 COMPUTED POINT AT INTERSECTION OF LOT ®LINES PER PLAT OF MILFORD PLACE SURD. NW CORNER N-'2 SW1/4 SWI/4 SW1/4 SECTION 1 T -1-S, R -13-W 111 1 N O IaLri 19-116 a O 1" O a I c � N O IaLri 19-116 a O 1" O a �C - �L Z APPROVED BY ¢ a ILL! Cl) z It Oa _ W OC V o p = w Q W O � Z '' 0 w pC > z�aC4 = 0 0 d at- IU 0n 3 C&JB TRUCKING, INC PARCEL #45LOO10004000 CASTELLANOS, JOEL BONILLA PARCEL #45L0010004100 316.15' (M) Record Description – Instrument #2012001749 The North Half of the Southwest Quarter of the Southwest Quarter of the Southwest Quarter (N1/2 SW1/4 SW1/4 SW1/4), Section 1, Township 1 South, Range 13 West, in Pulaski County, Arkansas. I I I I I I LEE 36 MILFORD PLACE I — — — — T LOT 34 MILFORD PLACE I I SE 5/8" REBAR & 2ALUM. CAP (S 00'14'47" E, 4.00' TO A 6"X6" FOUND 1/2" REBAR 1 CONCRETE MONUMENT)FOUND 1TIO PIPE r].J 0.2' NORTH OF LINE \\ 06' NORTH H l`° UNE FOUND 6"X6" CONCRETE MONUMENT f `-CHAIN LINK FENCE S 8805'08° E 680.29' (M) CORNER ONLINE TOTAL AREA 5.219 ACRES± POC PT PFN FO & T d i0EN111�'� - PARCEL #45L0010004200 -4D N 88'14'09" W 679.65' (M) 174.99 M FOUND 12• REBAR 193.02' NW COPNER LOT 2R (M) COMPUTED POINT PER PLAT OF CURB LINE YMCA AODIT:ON CHAIN LINK FENCE LOT 1 PHASE 1 OF YMCA ADDITION FOUND 1/2" REBAR 1.1' NORTH OF LINE � SW CORNER ,5; N1/2 SWI/4 SWI/4 SWT/4 SECTION R 13 W 17 LOT 1 PHASE 1 M I YMCA ADDITION LLI -"- -. LOT 2R � N -- -00 REPEAT OF LOT 2 ?•° 2 r z I N I �r YMCA ADDITION � 00 — N I :nh I N I � N o GO o COMPUTED POINT PER PLAT OF LOT N J BARRETT SUBDIVISION CI> 2 1 SW CORNER 11 1 SECTION i T -1-S, R -13-W CORNER REFERENCES: 1. N 70'22'56" W, 145.98' TO A 1/2" REBAR WITH CAP STAMPED RDH 83 jj 2. N 79'37'46" W, 271.70' TO A 1/2" • FOUND FOUND REBAR WITH CAP STAMPED RDH 83 5/8" REBAR 5/6" REBAR Flood Information Source:. Current Effective Flood Insurance Rate Map Panel Number 05119CO461G, revised July 6, 2015 and Panel Number 05119CO463G, revised July 6, 2015. Per review of these panels, the property shown hereon is located in Zone X, which is an area determined to be outside the 0.2% annual chance floodplain. Basis of Bearina: Grid North, Arkansas State Plane Coordinate System, North Zone, NAD83. Distances shown are ground. Ground Distances X 1.00005634 = Grid Distance; Convergence = N 00'12'38" E; Latitude = 34'39'18.72232" Longitude = –92'21'42.83043". General Notes: 304.08' (M) LOT 3 REPLAT OF LOT 2 PHASE 2 I I I I LOT 33 MILFORD PLACE I i I FOUND 5/8" REBAR FOUND 1/2" REBAR 0.3' SOUTH OF LINE i FOUND 6"X6" CONCRETE MONUMENT C SET 5/8" REBAR & 2" ALUM- CAP AT INTERSECTION OF CONCRETE MONUMENTS AND LOT LINES (S 02'19'45" W, 2.76' TO A FOUND 6"X6" CONCRETE MONUMENT, ONLINE) HE CORNER N1/2 SWI/4 SW1/4 SW1/4 SECTION 1 T -1-S, R -13-W FOUND 6"X6" CONCRETE MONUMENT Jf -FOUND 6"X6" CONCRETE MONUMENT HE CORNER LOT 3 YMCA ADDITION J SE CORNER N1/2 SWI/4 SWI/4 SWI/4 SECTION 1 T -1-S, R -13-W I �I _0 0000 N I �ILE) LnMI Ln I 1 FOUND %/8 RFBAR Surveyor has made no investigation or independent search for easements or rights of way of record, encumbrances, restrictive covenants or any other facts which an accurate and current title search may disclose. The location of utilities as shown hereon are based on visible aboveground structures and record documents provided to the surveyor. Locations of underground utilities may vary from locations shown hereon. Additional buried utilities/structures may be encountered. No excavations were made during the progress of the survey to 'ocate buried utilities/structures. Certification •_ t S 88'05'08" E 683.63' (M) J D & E INC PARCEL #45L0010004500 —_VA– — —0 FOUND 3/4" REBAR SE CORNER N1/2 SW1/4 SW1/4 SECTION 1 T -1-S, R -13-W CORNER REFERENCE, 1. N 88'05'08" W, 102.90' TO A 4"X4" CONCRETE MONUMENT (SWc LOT 27) 2. N 8539'51" W, 4.88' TO A 6"X6" CONCRETE MONUMENT I, Corey Finkbeiner certify that a Boundary Survey was performed on the property shown hereon under my supervision and this drawing is an accurate representation of the survey results. This survey meets the current minimum standards, as stated in the Arkansas Standards of Practice for Property Boundary Surveys and Plats, revised May 21, 2009. zz �,Xl_"_ A I t /20LZAI `i Core Finkbeiner Date Professional Surveyor Arkansas No. 1695 ES S I O rrr/,Xi�i �.� 10 0°00,0000° 0 9 '% 00 o° STATE OF o s QSO AREANSAS o G o NO. 1695 0 =_ Z o o°� °�_ 0va 04" _ rte 0 ' 11tVzGlIq��Oo' o �i °O oFY FIN'�$o° ° 001000000 /////7j7j2�111IIL11111�\\\\\``\ 5C 0 50 100 GRAPHIC SCALE 1 " = 50' 500 -01S -13W-0-01-330-60-1695 W 0 19-116 SCALE O 1" = 50' DRAWN BY : LL JCF APPROVED BY JCF Cl) z 11/20/2019 PAGE: W OC 1 of 1 O LL Z Q W U) a °` '' 0 w pC > z�aC4 = 0 d at- 0n W a Uj� W moaLUV L 0 �L > 06 0 2 0 PINNACLE LAND I SURVEYORS, PLLC PO BOX 329 MAYFLOWER, ARKANSAS 72106 TEL: 15011 352-1207 FAX: 15011 859-6224 EMAIL: INF OOPLS-AR. CO M JOB NUMBER : 19-116 SCALE O 1" = 50' DRAWN BY : LL JCF APPROVED BY JCF DATE 11/20/2019 PAGE: W OC 1 of 1 LL Z Q W a °` '' 0 w pC > z�aC4 = 0 d at- 0n a Uj� W moaLUV L 0 �L > 06 0 2 0 0>U0 CCW Z W Z NJ O H ?' cc 0 ~ F_ J Q W W to Z Cr �O W PINNACLE LAND I SURVEYORS, PLLC PO BOX 329 MAYFLOWER, ARKANSAS 72106 TEL: 15011 352-1207 FAX: 15011 859-6224 EMAIL: INF OOPLS-AR. CO M JOB NUMBER : 19-116 SCALE 1" = 50' DRAWN BY : JCF APPROVED BY JCF DATE 11/20/2019 PAGE: 1 of 1