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HomeMy WebLinkAboutS-1424-B Map 7N N s a } a 0 n o CR o i �n.z 0 0 0 N � U m � Z j � o } 0 o 00 0 0 Z <M 0 2 Y zma Wm� W zC q 0 r, SIENNA LAKE SUBDIVISION. -- \ \ PHASE II BLOCK 2 0 / '8 s.41' EAsr �10 LEGAL DESCRIPTION - j - +Fri A PARCEL OF IAND LYING IN THE NW 1/4 OF THE SE1/4 AND IN THE _ __ { -% z o ,•hy \� �F SIENNA LAKECO �~ SW1/4 OF THE NE1/4 OF SEC11ON 29; ALL OF TOWNSHIP 1 NORTH, RANGE FUTURE COMMON PROPERTY 13 WEST, PULASKI COUNTY, ARKANSAS; BEING MORE PARTICULARLY - / 3 h DESCRIBED AS FOLLOWS: 80 I b' - V /4 REBAR FOUND o' BEGINNING AT A POINT 1666.39 FEET NORTH AND 291.61 FEET EAST OF A / SW COR. NE1/4, e r �yo,ypti 100 YEAR FLOODING �/ SW.1 4 SEC.29 A EFFECTS FROM 1" FOUND PIPE, AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF \ 390 / / T-1-N,R-13-,W s�° LOT 9 ! U� �h ? S 0286 AC 12 ¢rso SIENNA LAKE SW1/4 NE1/4 SEC.29 SAID SEC11ON 29, ARKANSAS STATE PLANE COORDINATES NORTH ARKANSAS STATE PLANE r s. T ��• ELEV. 347.27' ZONE-NAD83 CF NORTH 128634.005 FEET AND EAST 1185295.354 FEET; 0 COORDINATES NORTH' y6 �s, % T-1-N R-13-W THENCE, N 59'28'46" E FOR 296.94 FEET; THENCE, 173.77 FEET ALONG .Q / ZONE-NAD83. �# �� /P 3s° �' k1h P� 1 J Q NORTH=129999.409' .. •a 3533' `& THE ARC OF A 999.12 FOOT RADIUS CURVE TO THE LEFT, SAID ARC CY_ - EAST=11$4031:543' ?', 6 u as nao2' w o4ZT�k �b 13 ld HAVING A CHORD OF N 5429'49" E FOR 173.55 FEET; THENCE, NLLI \ o , j LOT 4715'02" W FOR 348.65 FEET; THENCE, N 30'09'26" W FOR 139.68 FEET; ® N 42°o.3at A sym15 s THENCE, N 16'45'07" W FOR 110.22 FEET; THENCE, N 02'00'03" W FOR 129.38 FEET; THENCE, N 18'44'14" E FOR 109.61 FEET; THENCE, N W wq D� - y ry`'��° o'N p° 14 � s. 34'33'37" E FOR 172.29 FEET; THENCE, N 50'30'34" E FOR 185.86 FEET; 0 0 �OT_1210�a \ THENCE, S 38'29'11" E FOR 89.98 FEET; THENCE, S 37'40'14" E FOR 90.14 _ N 18�1AC / •`O� yy' p3 Ss�3r FEET; THENCE, S 3259'13" E FOR 85.13 FEET, THENCE, S 33'24'18" E FOR A 1 (n _ 75ss33 E h g�9 0 00 ? e� `po o O zs?e N89°22'20'W F h °' LOT 24 81.09 FEET; THENCE, S 41.37'25 E FOR 82.76 FEET; THENCE, S 57'32'52" Q ssr, n3ss ^ 0.287 AC. o > As E FOR 85.81 FEET; THENCE, S 61'58'26" E FOR 75.56 FEET; THENCE, S 74as' I spe° a 9? o "` h s ��sf dE n n 1 \ NOS°33'2T W - `.. ,i A >9�> 3' 2�' ° '� p S77° 'S5 77'4553 E FOR 82.95 FEET, THENCE, N 73'35'10 E FOR 112.23 FEET; J d ti ,p99 z,Q>��> oyo 16 asssE THENCE, S 74'23'22" E FOR 84.93 FEET, THENCE, S 16'00'27" W FOR 19 of 0.260 AC. L� G• 4 a33 H 93 b a V 128.21 FEET, THENCE, S 06'19'56" W FOR 13.62 FEET; THENCE, 360.89 ` \ �Ll 8 nl sue' _ v FEET ALONG THE ARC OF A 512.00 FOOT RADIUS CURVE TO THE RIGHT, \ g - 56ap18ays SAID ARC HAVING A CHORD OF N 89'37'04" E FOR 353.46 FEET; THENCE, s n�n63ood v Is S 70'11'22" E FOR 33.06 FEET, THENCE, S 19-48'38" W FOR 60.00 FEET; , © e 2� t \Q o eh ��. O pv 5 �� o• 'ao _ ° If 11 THENCE, N 7011 W 22" FOR 33.06 FEET; THENCE, 389.86 FEET ALONG THE O e'- h LOT 2t ARC OF A 452.00 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF S 85'O6'05 W FOR 377.89 FEET; THENCE, S 60'23'29" W FOR \ V- � s54ti 3a S. C s°oz57 159.4-4 FEET; THENCE, 69.42 FEET ALONG THE ARC OF A 365.70 FOOT z £ 65 s s RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF S 54'57'11" W ' _ .67 9 32 FEET THENCE S 49'30'52" W FOR 349 74 FEET• THENCE S Q of o •o' 7.,E LOT 1 o $✓LOT 2 /� 0. 33 AC. 0 0.276 AC. /� 3 _�. 15' W N 77=3p4 N ti ^. to FOR 6 3 4 P y 8..-0003 83'44'04" E FOR 26.68 FEET; THENCE, S 59'28'46" W FOR 501.59 FEET; I r y 'gym off° �a� sg sA'BQR % LOT 20 \6 k�a cA s - 35 26 ' THENCE N 30'31'14" W FOR 60.00 FEET TO THE POINT OF BEGINNING, y �' °o° w ° S' ss°a• oszz AC. ?5\ s e5°W'o5' w �89 Zg' 2 m, N 7011' W Qj�•Q �. �• - h.,ro /�. ci' - She �S vp, �s,1A 33.06 CONTAINING 12.431 ACRES, MORE OR LESS. ��p� 6 0 h ems.. s a>3 �oQ,9s i /�s�I 2 C.P.TRACT I o y s v ay 0.013 AC. CN 1 ✓ �... ©"o'o ;,y .; �s o� N LOT 19 - PAGIS COORDINATE TABLE I�/_`'� 0 2''�1� �zt w W, Point ID Northing Easting 1 130300.3995 1185586.9683 2 130451.2012 1185842.7701 3 130551.9889 1185984.0539 4 130788.6493 1185728.0309 5 130909.4228 1185657.8600 6 131014.9692 1185626.0902 7 13114-4.2712 1185621.5728 8 131248.0732 1185656.7830 9 131389.9631 1185754.5214 10 131508.1,594 1185897.9525 11 131437.7274 1185953.9496 12 131366.3796 1186009.0347 1 13 131294.9732 1186055.3836 14 131227.2772 1186100.0295 15 131165.4155 1186154.9987 16 131119.3720 1186227.4054 17 131083.8667 1186294.1078 18 131066.2869 1186375.1759 19 131097.9992 1186482.8292 0 131075.1450 1186564.6256 1 130951.9059 1186529.2698 130938.3683 1186527.7676 3 130940.7264 1186881.2237 4 130929.5228 1186912.3251 5 130873.0737 1186891.9905 6 130884.2773 1186860.8891 130882.1956 1186548.8536 8 130852.0058 1186484.3811 9 130773.2325 1186345.7629 30 130733.4260 1186289.0124 31 130506.3547 1186023.0092 3 130503.4426 11186049.5321 33 130248.7126 11185617.4390 VICINITY MAP SCALE: 1"=2000' LEGEND 0 FOUND IRON PIN SET IRON PIN >11 EXISTING WATER VALVE EXISTING FIRE HYDRANT ASSEMBLY O EXISTING MANHOLE -- - 1206 - - EXISTING INTERMEDIATE CONTOUR - 1206 EXISTING INDEX CONTOUR PROPOSED CURB -- SS - EXISTING SANITARY SEWER LINE (SPECIFY SIZE & TYPE) --W EXISTING WATER LINE (SPECIFY SIZE & TYPE) -- PROPERTY LINE BUILDING SET BACK EXISTING EASEMENT PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY 100 YR FLOODING EFFECTS CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with and the plat has. been surveyed and duly filed for record in the offices of the State Surveyor and the County Circuit Clerk and Recorder within the last seven (7) years. - - v AT A MIN. LONG. SLOPE 78 6 _- \ OF 27. WILL HAVE 1" PIPE F " - XISTING 12' - o DISCHARGE OF 37.5 CFS. -SW C 1/4 EC.29 WATERLINE �� \ -13-W %- ANSAS STATE NE 7T _ , 61 TYPICAL DITCH SECT] E;ti p COORDINATES NOR ZONE-N D83 4io NOR6 7' -- Ts EAST=1185295f3 \- \ CURVE TABLE NOTES: 1. LOTS 1-10 TO HAVE A MINIMUM FINISHED FLOOR ELEVATION OF 348.27'. 2. BEARING AND DISTANCES ALONG CURVES ARE REFERENCING CHORDS. 3. ALL LOT CORNERS WILL BE A SET 1/2" REBAR AT TIME OF FINAL PLATTING. 4. LOTS 21-24 SHALL NOT HAVE INDIVIDUAL LOT ACCESS FROM WEST LAKE LANE. 5. THE FRONT BUILDING SETBACK IS 25'. 5. THE REAR YARD SETBACK IS 25'. 7. ALL SIDE YARD SETBACKS ARE 10% OF LOT WIDTH TO A MAXIMUM OF 8'. 8. ALL LOTS HAVE A 5' DRAINAGE AND UTILITY EASEMENT ALONG THE FRONT LOT LINE. 9. OPEN SPACE/COMMON PROPERTY TO BE DEDICATED TO PROPERTY OWNERS ASSOCIATION. 10. CONTRACTOR SHALL PROVIDE BARRICADES AT THE END OF WEST LAKE LANE PER LITTLE ROCK TRAFFIC ENGINEERING STANDARDS. 50'-0" RIGHT OF WAY ca z Uo 00 N/n 11,-0" FT c 0.02 FT/FT MIN. . . . . N V) ROLL CONIC. CURB & GUTTER (CLASS 4) 8" MIN. OMPATED S AT 95% MOD. PROCTORBGRADE DENSITY TYPICAL LE GRADE SUFT/CE MM '7" CLASS 95% MOD. BEET SEC- G NITS WEST LAKE LANE, WEST LAKE CIRCLE, y KESWICK PLACE, AVONDALE LANE, CHARING WAY, DERBY WAY, & NEWQUAY LANE MIN. 0 z 00 00 (no NUMBER DELTA ANGLE RADIUS ARC LENGTH TANGENT DEGREE CHORD DIRECTION CHORD LENGTH C1 09057'54" 999.12 173.77 87.10 050405" S 54029'49" W 173.55 C2 4902509" 452.00 389.86 207.99 12040'34" N 85006'04" E 377.89 C3 10052'37" 365.70 69.42 34.82 15040'03" S 54057'11" W 69.32 C4 65058'35" 150.00 172.73 97.37 38011'50" N 66038'49" W 163.34 C6 20030'06" 174.35 62.39 31.53 32051'45" S 42012'44" E 62.05 C7 06047'540 408.89 48.52 124.29 14000'45" S 35021'38" E 48.49 C8 110055'28" 185.04 358.25 268.86 30057'47" N 87000'03" W 304.86 C9 89034'38" 156.53 244.71 155.37 36036'17" S 13014'59" W 220.54 C10 09057'54" 1029.12 178.99 89.72 05034'03" S 54029'49" W 178.76 C11 10052'37" 395.70 75.12 37.67 14028'47" S 54057'11" W 75.01 C12 09002'01" 1482.00 75.99 38.08 11053'14" S 64054'30" W 75.92 C13 40023'08" 512.00 360.89 188.31 11011'26" IS 89037'C4" W 1353.46 0.02 FT/FT MIN. - ROLL CONIC. CURB & GUTTER (CLASS 4) 0 z 00 00 60'-0" RIGHT OF WAY 35,-0" B/B PROFILE GRADE f 3" ACHM SURFACE FT/FT K/ 0.035 FT/FT 8" MIN. COMPACTED SUBGRADE ­' 95% MOD. PROCTOR DENSITY AT 95% MOD. PROCTOR DENSITY TYPICAL STREET SECTION NTS SIENNA LAKE DRIVE & CHESHIRE DRIVE 5'-0" _ SOLID DDDING MIN. 0 z 00 �N NAME OF LAND OWNER/SUBDIVIDER: COOPER LAND DEVELOPMENT,INC. - 903 NORTH 47TH STREET ROGERS, AR. 72756 ! SOURCE OF TITLE:D.R. INSTRUMENT NO. 2004052513 Date of Execution Kegisierea rrolesslonoi Land Surveyor No. Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, BART MINK 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 b en complied with. II z OG 1 .� Date Execution Bart Mink Registere Professional Engineer No. 12169 Arkansas SOURCE OF WATER SUPPLY: MEANS OF WASTEWATER DISPOSAL CERTIFICATE OF PRELIMINARY PLAT APPROVAL CENTRAL ARKANSAS WATER LITTLE ROCK WASTEWATER UTILITY Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been competed, this document is hereby accepted. This certificated hereby executed under the authority of said rules and regulations. ® Date of Execution LR. Planning Commission 100 50 0 100 r- PRELIMINARY PLATTED AREA ALL WITHIN CITY LIMITS OF LITTLE ROCK. AREA CURRENTLY ZONED AS R-2 DATE OF SURVEY: FLOOD PLAIN STATEMENT THERE ARE NO PORTIONS OF THE PROPERTY SHOWN LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL 050179 0383 D, DATED JULY 16, 1996 & PANEL 050179 0391 C, DATED MAY 16, 1983. OPEN SPACE TABLE COMMON PROPERTY TRACT F - 0.026 ACRES COMMON PROPERTY TRACT G - 0.886 ACRES COMMON PROPERTY TRACT H - 0.085 ACRES COMMON PROPERTY TRACT I - 0.013 ACRES TOTAL OPEN SPACE - 1.010 ACRES PERCENTAGE OF TOTAL PROPERTY - 8.475% f.31LRKE A Cooper Community CD903 NORTH 47TH STREET ROGERS, ARKANSAS 72756 COOPER (800) 648-6401 t\111\1111111111111///I AUTyG CRAFION, 1IAL & ASSMAIM NC. Na 109 AS ARKANSAS REGISTERED ROFESSIONAL 0 E 0 C w c tA'A, }WIO U F) '� 2 O CO d N T o a3 af0 Lo T L i u_ ^ uo t0¢N O .9 0 � Of(0 N a) � L CO5""- Vo.-o � J lfJ Cn L O N Eno CA 973 (PE/LS) EXPIRES 6/30/2004 U) z Q U) > Z w m = Q C/) � Q 0-0 W z Z CY w Q Revisions PRELIMINARY PLAT PHASE II, BLOCK 2, LOTS 1-24 Drawn by MAD Checked by Date 10/30/06 1 Job Number 068009-01 Contact Person B. MINK Sheet Number C1.01