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Home My WebLink AboutS-1477-E Map 1Z SJ' General Notes 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS WITH CAPS 2.. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES UNLESS OTHERWISE NOTED 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES E 5. ERROR OF CLOSURE: GREATER THAN 1: 10,000 D AS INDICATED HEREON 30 0 30 60 scale feet 1 "=30' LEGEND O SFT MONUMENT (112" RERAR 8 10 CAP #1498) q _-- I MIND 110NOW" r (AS NOTED) COMPUrED POINT SW 1 /4 Sec. 9 SW Corner SW 1 /4, Sec. 9 SE 1/4 SCC. c,- . POC : �W Corner, ;7E 114 I Section 9 �/----------- � Fnd2"Pipe �-- i NW 1 /4 Sec. 16 175906.1171 N 175927.8888N 1191724.6073E 1189373.7282E NE 1 /4 Sec. 10 f-e_aal Description Tra!'f Part of the SF 114, Section 9.. Township 2 North, Rance 13 West, Pulaski County, Arkansas, lying South rif the right (south) lank of the Arkansas River, more particularly described as follows: Tract 7 and Tract 8, Two Rivers Harbor Phase 1 Addition to Pulaski County, Arkansas, as recorded as Docu rant # 2006027155 in Plat Book H, Page 694, dated April 12, 2006, subject to and benefited by the easements shown thereon. This property IS IN the 100 year FLOOD ZONE AND FLOODWAY as per Panel 259 of 585 for Pulaski Cour y, Arkansas. Community -Panel #050179 0259 F. dated November 2, 1994 in Flood Zone Al The 100 year flood elevat-ti: is 263, CERTIFICATE OF FINAL APPROVAL - City of Little Rock 1 Rules �n „> eRegulations,and Pursuant to the � .t,ar Rock Subdivision RBIs and conditions of app-ov-i having been completed, this document is hereby acceoted. ThiE nertifinate is hereby executed !nder the al;tho itv of said rules and regulations. Date of Execution Little Rock Planning Commission CERTIFICATE OF RECORDING This document, number record _ Page filed for 20in Plat Book Clerk For BILL OF ASSURANCE see Deed Record Book - , Page 2 r- .1, 6. MINIMUM FLOOR ELEVATIONS REQUIRE 7, SETBACK LINES: (AS SHOWN) (TRACT 7 REAR SETBACK = 25') (TRACT 8 REAR SETBACK = 16) 8. INTERNAL STREETS ARE EXISTING. NO NEW STREET CONSTRUCTION REQUIRED. 9. LOT SIZES: TRACT 7 - 0.517 AC (22515 SF) TRACT 8 - 0.60 AC (24411 SF) 10. WATER SERVICE: CAW 11. WASTEWATER SERVICE: ON -SITE TREATMENT PLANT r r - a-9' Access--Easemer& -, r ,-� .� �or,Boaulu►ca� �- r-- ,� ,- Oif E_.,. � r r r r .--� r ,-' •-- rrrr,-r --' •� r •-- Vicinity MaP -Approx. 1 = 2000 234 621 _ 25, RearSetback 3 _... leM �i.7.v'r r r r r 1i�� r r r r r r r _... I � S82`27 ... L.-, r r .-� � r r .--r r r r r-- . � r r r r .--- •-� .� r r r-•--� r r� .---� � � t_ _ r E ... �... _...�c..r-' .-� r r r r_-„f r•'-... �5_-,1...._.... -... -_ �... a� Tract 7 -- r r r r r r - 168.23' - _ _4_... N85`30'11"E S88`12'32"E ,... 22515 sf ' - - w `�` 67.27' 69.60' Min Floor 264.0' 15' Side I �,� - - - - - - 15' Sice Setback �' - - �8� 9�1 F 7..r ® Setback - ' � °ti° A Tract 8___.z 24411 sf - - - - - - - - - - - - - - cc) 0.560 AC 25' Rear Setback SO 011'30"W 260.00' - - - - I Min Floor 264.0' �- 41.13' �__ ® 5 SideSetback I p N88°48'30"W 352.44-- - _._._� _ _ _ _ N88048'30" W 30' Access/Uiiifty S-asement- oun a Goo Ina es Pt. # North East 1 175875.2849 1193208, 3894 2 175991.6851 1193210.8107 3 175948.5671 1193441.4383 4 1926.5036 75 11936 8.2152 5 175931.7779 11936 5.2781 6 175929.6025 1193744.8441 7 175903.6671 11931321.5483 8 ll75862.5481 1193820.6930 Certificate of Owner We, the undersigned, owne hereby certify that we have off, plat and subdivide said of the real est kid off, platted a ;al estate in act N01011'30"E 20.0'. e shown and described herein, do d subdivided, and do hereby lay rdance with this plat. Date of Execution Bottom Line, Inc. Charles Hinson, Pre ident 24 Isbell Lane i,ittle Rock, 110 kar )sas 72223 Source of Title: Warranty D ed D c. 4 20001023587 CERTIFICATE OF SURVEY, G CCURACY I, Jeffrey J. West , hereby celtify that this plat correctly represents a boundary survey made or verified by e, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the City of Little Rock and Pulaski County Su divi$ion Rules and Regulations have been compiled with. Date of Execution Registered Professional Surveyor Land Surveyor No. 1498, Arkansas I have consulted FEMA Flood Insurance Maps and find that the hereon property described is IN thel00-year flood zone per FIRM Panel 259 of 585 for Pulaski County, Arkansas, Community Panel 0501790259 E, Dated Nov. 2, 1994, in Flood Zone Al 2. The 100 year flood elevation is 263.0. Jeffrey J. West Registered Land Surveyor No. 1498, Arkansas i PAGIS Mon. - - - -- - - - - - - - - - N88048'3011W 28.52'%_5' Sewer Easement `--S01011'30"W 50.0' 88048'30"W 100.0' CERTICATE OF ENGINEERING ACCUR ACY I, Willie L. Dean hereby certify that this Prat co rrect I represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Registered Professional Engineer No. 4418, Arkansas CERTI 1CATE OF FINAL APPROVAL Pursuant of the Pulaski County Subdivision Rules and Regulations, this document was given approval by Pulaski County Planning Board at a meeting held , 2005. All of the conditions of approval having been completed, this document is hereby accepted and this certification executed under the authority of said rules and regulations. Date of Execution Director Pulaski County Planning Board oUth Line Section 9 COE Easement (Tract 'Ai A tract of land situated t, the County of Pulaski, State of Arkansas, right bank of the Arkansas Rivr, being part of the fractional SE } of Fractional Section 9, T lvnship 2 North, Range 13 West of the Fifth Principal Meridian and being more particularly described as follows: Beginning at a point on I')e 254-foot contour National Geodetic Vertical Datum (N.G.V.-).) which is North 01011'30" East approximately 400 feet from the Southwest comer of said fractional SE j of Franctional Section 9; thence o ,parting said 254-foot contour N.G.V.D. North 01011'30" East approxiR ately 6 feet to a point on the 252-foot contour N.V.G.D.; thence Southeasterly and binding on the meanders of said 252-foot contour N G.V.'?. approximately 2,000 feet to a point; thence departing said 252-foot contour N.G.V.D. Southeasterly approximately 6 feet to (,point on said 254-foot contour N.G.V.D.; thence Northwesterly and binding on the meanders of said 254-foot contour N.G.V.D. aopro) mately 2,000 feet to the Point of Beginning and containing 0.28 acre, more or less. COE Easement (Tract::985.2) A tract of land situated i, the County of Pulaski. State of Arkansas, right bank of t ie Arkansas Rivr, being part of the fractional SE ; of Fractional Section 9, T ,:,;ship 2 North, Range 13 West of the Fifth Principal Mer Jian and being more particularly described as follows: Beginning at a point o: � 251-foot contour Natio-al Geodetic Verti ,at Datum (N.G.V.D.) which is North 01011'30" East approximately 410 feet from the Southwe *iomer of said fractional SE 4' of Franctional Section 9; thence departing said 251-foot contour N.G.V.D. North 01011'30" East approxiR kely 6 feet to a point on the 249-foot contour N.V.G.D.; thence Southeasterly and binding on the meanders of said 249-foot contour N.G. ). approximately 2.000 feet to a point; thence departing said 249-foot contour N.G.V.D. Southeasterly approximately 6 feet tor point on said 251-foot contour N.G.V.D.; thence Northwesterly and binding on the meanders of said 251-foot contour N.G.V.D. ape : matety 2,000 feet to the Point of Beginning and containing 0.28 acre, more or less. All of which was previously acquired as part of T 4200E-1 The above described ((6ds rbntain in the aggregate 0.56 acre, more or less 24Isbell Lane Little Rock. A rsas 72223 Developer Bottom Line, Irt. 24 Isbell Lane Little Rock, Arlip,sas 72223 Warranty Deeo rbc # 2004047621 Warranty Deif pc # 2004047622 Warranty Deeo 'pc # 2005094260 Warranty Deeo ioc # 2005094261 Weiranty Dee 'cc # 2005103924 Replat Tracts 7 & 8 Two Rivers Harbor An Addition to Pulaski County, Arkansas =F�T Revised: July 19, 2006 Date: May 13, 2006 Drawn By: J.Dreher Checked By: W.L.Dean Designed By: J. Dreher Approved By: W.L. Dean CIVIL DESIGN, INC. 15104 CANTRELL ROAD, LIME ROCK, ARKANSAS 7221E (501) 868-7717