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HomeMy WebLinkAboutS-1440-C Map 30 THIS STATE I*)" To a PLAT 0 0 O J 0 p a s m� h//ySON TA710R loop z z 3ZI a VICINITY MAP NTS CENTERUNE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS cl— 120.22' 91'50'19' 77,45' 75.00' i C2 I 115.48'--_-8813'14 _ � ----72.71' _ _ 75.00' Ul--�I-- 64.41' 49'12'12' 34.34' 75.00' --_- 4734'34 29.22' 7_5.00' oGl o�A �y S89039'29" E 150.50' —150 50' — — 50 9 '���Oy1STERF-0 1 11] Scale 1" = 50 ft p SIG' 150 CERTIFICATE OF RECORDING THIS DO UMENT, NUMBER �m3 SfpQ ,FILED FO RECORD 4n 1 2000 IN PLAT BOOK - PAGE . �0�1 /!lti�ATF~ PAT OBRiEN, Circuit County Clerk & Recorder OF� A R CANS Z. ` itEGISTERE9 �L PROFESSIONAL EC�R� " ENGINEER ce) U,To `. 0 No.5033P4CIL 70'�� 1-1r _ J N 1 E c Lj ` LE O N of M W7.5' Ee0 l0 / OR 1 MIN. FINISH FLOOR ELEV. 282.0 5' Fence Esmt. F n7 25' DIdg. Line _� \ 121'29'10' \ 189.92' 9 C~ PLAT BOOK H, PAGE 381 o s 8 N w� M n SS & UTIUtY ESMT. S89'39TTE "' SEE NOTE % 7 143.87' b ry C3 \�N 16 17 A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. FIRM COMMUNITY PANEL # 080181 0037 F, OCT. 19, 2001 PLAT BOOK H, PAGE 381 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, 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. D6 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THK LITTLE ROCK SUBDIVISION RULES AND RE LATI HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS BENCHMARK— (RM 4) chiseled square on top of concrete curb at northeast corner of Bella Rosa Road bridge over South Loop Elev. 275.19 LEGAL DESCRIPTION LOTS 10 AND 11, BELLA ROSA ESTATES, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PLAT BOOK H, PAGE 381, RECORDS OF PULASKI COUNTY, ARKANSAS. THE PURPOSE OF THIS PLAT IS TO RELOCATE THE SANITARY SEWER MAIN AND EASEMENT TO ALLOW FOR CONSTRUCTION OF A RESIDENCE. 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. DATE OF EXECUTION CARD Investments, LLC 11,101 Rodney Parham Rd. Little Rock, AR 72212 D.R. PAGE INSTRUMENT NO, Zyo4O7440I 2.001fd6 /S// 2 oofo 748'Of CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. ':)A (o� DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - = = - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 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, 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. RADII AT INTERSECTIONS ARE 25.00 FT. 7. PRIVATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS ALL UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED IN THE BILL OF ASSURANCE. 8. TRACT A WAS DEDICATED TO THE CITY OF LITTLE ROCK, ARKANSAS AS FLOODWAY (DRAINAGE EASEMENT). bridge FIN AL PLAT PLAT OF BY: ` LO T i OR DATE , C BELLA ROSA ESTATES IAN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS 1i` alp FEBRUARY, 2006 BEING A REPLAT OF LOTS 10 AND 11, V BELLA ROSA ESTATES ©>�'lUIIDA171'1C18.S �:.9��.47f1E,�, dFI� CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No.06-095P