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HomeMy WebLinkAboutS-1424-B Map 5SS W VICINITY MAP CI IRVF TARI F SCALE: 1"=2000' NUMBER DELTA ANGLE RADIUS ARC LENGTH ITANGENT DEGREE CHORD DIRECTION CHORD LENGTH C1 3015'32" 597.37 305.95 1156.63 09-53'21" N 44'21'05" W 302.41 C2 04'06'30" 786.22 56.38 128.20 0717'15" N 49'34'36" W 56.36 C3 15'21'45- 500.00 134.06 67.44 11'2/'33" N 5512'13" W 133.66 150.00 133.25 71.38 38'11'50" S 67'55'35" W 128.91 29'36'19" 150.00 77.51 39.64 38'11'50" S 78'34'21" W 76.65 75'52'26" 249.32 330.16 194.35 22'58'51" N 80'24'52" E 306.56 9442'31" 150.00 247.95 162.86 38,1'50" N 70'59'50" E 220.67 F50'53'51" 39'59'30" 150.00 104.70 54.58 38'11'50" S 09'36'11" E 102.59 37'51'00" 111.14 73.42 38.11 51'33'12." S 48'31'26" E 72.09 40'21'50" 150.00 105.67 55.14 38'11'50" S 17'56'37" E 103.50 2612'08" 150.00 &60 34.91 3811'50- S 25'01'27" E 168.00 C12 41'24'36" 1100.00 172.27 37.80 5717'48" S 3237'41" E 170.71 C13 15916'06" 1150.00 1155.16 85.33 3811'50" S 3018'50" E 1148.34 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. 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 unty Circuit Clerk and Recorder within the last seven F-7� years. Date of Execution Registeredro esslona Land Surveyor No. Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I BART MINK , hereby certify that this plot correctly represents o plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. D e of xecution Bart Min Regist d Professional Engineer No. 12169 Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations and all of the conditions of approval having been cotp�eted,this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. Date of Execution L.R. Planning Commission PAGIS COORDINATE TABLE Point ID Northing Eastin 1 130300.3995 1185586.9683 2 130168.9900 1185364.0612 3 129952.7501 1185152.6616 4 129954.0256 1185054.7819 5 129999.4117 1184031.5479 6 131311,9989 1184069.3009 7 131304.4730 1184226.4177 8 131091.7787 1184551.0217 9 131151.4-495 1184666.1764 131508.7671 1185077.4-474 1 131546.9783 1185207.7335 131173.3728 1185383.4913 130945.3342 1185463.4747 130833.8675 1185457.6465 130714.4937 1185436.2733 130694.4419 1185482.0765 © 130359.8898 1185631.3865 END NOTES: 1. BEARING AND DISTANCES ALONG CURVES ARE REFERENCING CHORDS. 2. ALL LOT CORNERS WILL BE A SET 1/2" REBAR AT TIME OF FINAL PLATTING. FOUND IRON PIN 3. LOTS 3, 4, 34 & 69 SHALL NOT HAVE INDIVIDUAL LOT ACCESS FROM SIENNA LAKE DRIVE. SET IRON PIN 4. THE FRONT BUILDING SETBACK IS 30' ALONG CHESIRE DRIVE & 25' ELSEWHERE. EXISTING WATER VALVE 5. THE REAR YARD SETBACK IS 25'. EXISTING FIRE HYDRANT ASSEMBLY 6. ALL SIDE YARD SETBACKS ARE 10% OF LOT WIDTH TO A MAXIMUM OF 8'. 7. ALL LOTS HAVE A 5' DRAINAGE AND UTILITY EASEMENT ALONG ALL LOT LINES. EXISTING MANHOLE 8• OPEN SPACE/COMMON PROPERTY TO BE DEDICATED TO PROPERTY OWNERS ASSOCIATION. EXISTING INTERMEDIATE CONTOUR 9. RESERVED PROPERTIES ARE TO BE RETAINED AND MAINTAINED BY COOPER LAND DEVELOPMENT, INC. EXISTING INDEX CONTOUR 10. SEE SIENNA LAKE SUBDIVISION, PRELIMINARY PLAT, BLOCK 2, LOTS 1-24, SHEET C1.01 FOR TYPICAL STREET SECTIONS. PROPOSED CURB 11. LOTS 29-33 SHALL HAVE A 10' RESTRICTIVE ACCESS EASEMENT AT THE REAR LOT LINE AS SHOWN. 12. FENCES INSTALLED ON SIDE YARD LINES THAT ABUTS A STREET (CORNER LOTS) SHALL BE 4'IN HEIGHT UNLESS INSTALLED EXISTING SANITARY SEWER LINE AT BUILDING LINE. (SPECIFY SIZE & TYPE) 13. CONTRACTOR SHALL PROVIDE BARRICADES AT THE END OF CHESHIRE DRIVE PER LITTLE ROCK TRAFFIC ENGINEERING EXISTING WATER LINE (SPECIFY SIZE & TYPE) STANDARDS. 14. CONTRACTOR TO REMOVE TEMPORARY HAMMERHEAD TURN AROUND AT TIME OF CONNECTION TO NEW ROADS FROM THE PROPERTY LINE PROPERTY TO THE WEST. BUILDING SET BACK EXISTING EASEMENT PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY IRON PIN SET�O 58715730ENW RNER Q7 `10 NE1/4 SWI/4 6I e .3t' \17 9, --- -- N 5667J I W zsf LO 2z535. W W rn c� w LOT 47 2� 0.881 AC S9 a ' TURN -AROUND_.- -46 w 460- --. Z LL! LLJ S n N 4Sa__ az 4� P Lit m zo --N U- ¢- _ ¢30 - IIm 420 -- w l4a- 410 rz _ Uj h o AME OF LAND OWNER/SUBDIVIDER: DOPER LAND DEVELOPMENT,INC. - 903 NORTH 47TH STREET ROGERS, AR. 72756 SOURCE OF TITLE:D.R. INSTRUMENT NO. 2004052513 SOURCE OF WATER SUPPLY: MEANS OF WASTEWATER DISPOSAL: CENTRAL ARKANSAS WATER LITRE ROCK WASTEWATER UTILITY LINEAR FEET OF INTERNAL STREETS - 44-40 LF AVERAGE LOT SIZE 100' X 150' -15000 SQ.FT. MINIMUM LOT SIZE 100' X 125' -12500 SQ.FT. NUMBER OF LOTS - 69 LOTS LABELED COMMON PROPERTIES - OPEN SPACE PRELIMINARY PLATTED AREA ALL WITHIN CITY LIMITS OF LITTLE AREA CURRENTLY ZONED AS R-2 OPEN SPACE TABLE COMMON PROPERTY TRACT J - 3.858 ACRES COMMON PROPERTY TRACT K - 1.513 ACRES COMMON PROPERTY TRACT L - 0.366 ACRES COMMON PROPERTY TRACT M - 0.039 ACRES TOTAL OPEN SPACE - 5.776 ACRES PERCENTAGE OF BLOCK 3 - 13.585% SIENNA LAKE BLOCK 3 DATE OF SURVEY: LEGAL DESCRIPTION A PARCEL OF LAND LYING IN THE NW 1/4 OF THE SE1/4, IN THE NE1/4 OF THE SW1/4 AND IN THE SE1/4 OF THE NW1/4 OF SECTION 29; ALL OF TOWNSHIP 1 NORTH,RANGE 13 WEST,PULASKI COUNTY, ARKANSAS; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 1666.39 FEET NORTH AND 291.61 FEET EAST OF A 1" FOUND PIPE, AT THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 29, ARKANSAS STATE PLANE COORDINATES NORTH ZONE-NAD83 OF NORTH 128634.005 FEET AND EAST 1185295.354 FEET; THENCE, S 59'28'46" W FOR 258.76 FEET; THENCE, 305.95 FEET ALONG THE ARC OF A 579.37 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF S 44'21'05" W FOR 302.41 FEET; THENCE, N 8915'12" W FOR 97.89 FEET; THENCE, N 87'27'37" W FOR 1024.24 FEET; THENCE, N 01'38'51" E FOR 1313.13 FEET; THENCE, S 8715'27" E FOR 157.30 FEET; THENCE, S 56'45'56" E FOR 388.08 FEET; THENCE, N 62'36'28" E FOR 129.70 FEET; THENCE, N 49'00'56" E FOR 54-4.81 FEET; THENCE, N 7339'16" E FOR 135.77 FEET; THENCE, S 2511'3B" E FOR 412.88 FEET; THENCE, S 1919'41" E FOR 241.66 FEET; THENCE, S 02'59'35" W FOR 111.62 FEET; THENCE, S 10'09'03" W FOR 121.27 FEET; THENCE, S 66'21'26" E FOR 50.00 FEET; THENCE, S 24'03'04" E FOR 366.36 FEET; THENCE S 36'44'48" W FOR 74.24 FEET TO THE POINT OF BEGINNING, CONTAINING 42.516 ACRES, MORE OR LESS. Ow. -W Q J WZZ o =rj -- - _ I; < lHftUHttt I Y LINE _10' EASEMENT IYP. I 1' NOTE: iRIST MAX. 1OUND 3 AT A MIN. LONG. SLOPE OF 27. WILL HAVE DISCHARGE OF 37.5 CFS. 100 50 0 100 kL DITCH SECTION 77. A, M I Ktt VPLATTED ; q 42 45 )NED R-2 rpn ��ii(n� rr S��>1>lfl� LII�L (DROGERS,NORTH ARKANSASS72756 "J COOPER (800) 648-6401 A Cooper Community !M RRQIY[. M P� ry0 AMaATES, NC. Na 109 4 M\" ` KM No. E O Z U) L w N C O O U O 7+ O U) N O a 3 `° EL Ln(.0 �C?o u) U N 06 I'- Q w U � O ¢N O tCaLL U� L� WCD N a) M V r � J L0 CA 973 (PE/LS) EXPIRES 6/30/2004 MA O Cn > W m = Q LLU CO U) Z O Q O W Z C/) W Q U CL Revisions PRELIMINARY PLAT PHASE II, BLOCK 3, LOTS 1-69 Drawn by MAB Checked by Date 10/30/06 Job Number 068009-01 Contact Person B. MINK Sheet Number C1,02