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HomeMy WebLinkAboutS-0154-A Map 3GRASSY FLAT OLD FORGE SUBDIVISION CERTIFICATE OF FINAL APPROVAL Persuant to the Little Rock Subdivisionules Reulatons anan conditions apprlo ecompleted, of vol havdingll been this document is hereby accepted. This Certificate is hereby executed under the authority of said Rules and Regulations. F STRUBRIDGE SUBDIVISION 1 50 25 0 50 /OOFT (PHASE 3) SCALE: l"= 50' Littl Rock PlanningCommison i \ / �' / ,• \ v' \ �� \\ �r J SE CORNER LOT 3 OLD FORGE SUBDIVISION CREEK Date of Execution 11717; / /' / 2 \ \ E1 T GRASSFLAT 100 YEAR FLOOD \ /00 YEAR FLOOD EL. 3763 •01 EL. 3T7.8 / \ l00 YEAR EASEMENT \ 4, 50 CERTIFICATE OF RECORDING \ \ This document, Number ` filed for record_ C� - t /1 1993 \�\ \ in Plat Book j-' , P.p'ge�Y'X ,\ (Signed) Name -Clerk �sl 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 subdivided, and do hereby lay off, plat, and subdivide said real estate in accordance with this plat. e W. Leon Matthews, Pres1 dent United Way of Pulaskl County, Inc. Address 615 W. Markham Little Rock, Arkansas 72201 Date of Execution Instrument No. 90-22141 CERTIFICATE OF ENGINEERING ACCURACY I, Forrest C. Marlar, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Forrest C. Marlar Reg. Prof. Engineer No. 1917, Ark. Date of Execution ✓5 l / / / CERTIFICATE OF SURVEYING ACCURACY / I, Jerry L. Earmhar-f hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon /• actually exist and their locations, type, and material are correctly shown. J At/y L. Earnha &"Q.RIM C Reg. Land Surveyor No.1090, Ark. Date of Execution NOTES AND LEGEND: I. DIMENSIONS ON CURVES ARE CHORD DISTANCES. 2. RADII AT INTERSECTIONS ARE 25. 3. IRON PINS ARE SET AT ALL LOT CORNERS. 4. ALL RADII ARE 25' UNLESS OTHERWISE NOTED. IRON PIN CONCRETE MONUMENT BUILDING LINE UTILITY EASEMENT BOUNDARY LINE CENTER LINE 0 XFBUILDING LINE I XX' UrlUrY EASEMENr XXX.Xr NXrXrXX'E Ot------ -- - ----- 39 EASEMENT - - - - - - - � LOO lv 6p 6r3O' SOUTH LINE FLOODWAY j Q i I i \/ FIP � 3r8" rebar i i I i i I i I i i I i \ � I FIP \ 3B'rabar \ \ LOT 10 N I Ln Ln s �\ \ F� rer FIP N89'15'46'E 205J1' /P w rebar m wi w \ A M LOT IOA j I I LU \\ SIP 0.76 AC Q I a V, LU MR tabor LOT 8 / R 36-00' a N' 3855gE e ALLTEL EASEMENT--\ I / \ S/P un I / 34" reberl M' mbar C� N 14J j %\\ / o i 29S., CORNER LOT 9, ARAGON PLACE �ytij> < ADDITION31B, rebar / LOT 9 rebw 38'reber F/" T \ LOT 5 LOT 4 ` TRACT 'Al \ (ALL EASEMENT) \ F 3B'rebai \ 4-- \ \ "O rebar 3Q a o \ FIP s_ F N H \5 189'43'00'E 18.00' G FIP Yf" mbar �- S00'2010E 35.98, FIP "'rebar NE CORNER PARAGON PLACE i ADDITION i 51 Q UN�- 4 25, gUIIDING FIP S89'41'W %- rebo� FIP 199C 'mbar -�" S85 pYW ! S56- 7'29'W Z' 15.04' - - - L AR O- SAS REGISTERED PROFESSIONAL ENGINEER No. 1917 NORTHGATE ADDITION SECTION "B" NW CORNER TOWN OAKS ADDITION MR rebar /6.57' FIP MR tabor TOWN OAKS ADDITION eeeee11111YY0y°/III •°��1 STF� 4L o, 0. +y ARKANSAS• �SiGR V�f•.�.pRY EARKPS4� f �o+``m �eeO�°eOO^ � ••• ..T ••.� eC�eaaa U'°A'Y°r°1 oLn a o uL�Ac eeeeee STATE PLANE COORDINATES BOUNDARY MONUMENTS POINT NORTHING EASTING A 156381.2480 1197902.4530 B 156559.7840 1197712.0180 C 156598.3320 1197712.4440 D 156668.0320 1197664.0920 E 156670.6710 1197869.1860 F 156496.6730 1197870.3940 G 156496.7620 1197888.3900 H 156460.7790 1197888.6230 I 156389.5220 1197915.0130 /\\IOO T© TIC CITY Or LEGAL DESCRIPTION Part of Lot 10 Paragon Place, an addition to the city of Little Rock, Arkansas, as filed in plat bk. A-608, also being a part of the W'/2, SE'/4, Section 34, Township 2 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Beginning at the NE Corner of lot 9, said Paragon Place Addition, said point also being on the North right-of-way line of Southedge Drive; run thence N46050'50"W along the north line of said lot 9 for a distance of 261.04 feet; thence along a curve to the left having a radius of 36.0' (chord bearing and distance of N00037'59"E 38.55 feet); thence N34044159"W for a distance of 84.83 feet; thence N89015'46"E fora distance of 205.11 feet; thence S00023'52"E for a distance of 174.00 feet, thence N89043'00"E for a distance of 18.00 feet; thence S00022'16"E for a distance of 35.98 feet; thence S20019'20"E for a distance of 76.00 feet to a point on the North right-of-way line of Southedge Drive; thence along the said right-of-way line along a curve to the left having a radius of 168.24 feet (Chord bearing and distance of S56037'29"W 15.04 feet) to the point of beginning containing 0.76 acres more or less. TRAVERSE CLOSURE MEETS MINIMUM STANDARDS AS SET BY LITTLE ROCK SUBDIVISION RULES AND REGULATIONS MARLAR ENGINEERING CO., INC. 5318 John F. Kennedy Boulevard North Little Rock. Arkansas 72116 INCORPORATED Phone: (501 I 753-1 987 .� L AS Signed REVISION DATE DESCRIPTION BY