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HomeMy WebLinkAboutZ-5097-E Map 3ARKANSAS STATE PLANE COORDINATES V N 1 /4Z 14.0y t 11bb4/1.14 Q N 174204.85 E 1165527.23 Q N 174152.50 E 1165724.59 ® N 174149.36 E 1165750.33 5 N 173843.45 E 1165740.43 6 N 173850.23 E 1165469.39 7Q N 174080.60 E 1165447.49 ® N 174174.89 E 1165441.76 I ,STS .vc h'IG��� N80'28.13,, w i 82.38 _ S 10` Bldg Line RECIPROCAL EASEMENT AGREEMENT INSTR. # 2003022190 Scale 1" CENTER OF SECTION 15 T -2-N, R14 -W 4; C'0ST73 O SIGNATURE e ✓�' IVL = 30 ft S83°03'39„E _O 25.94:. /�` 51Ari yod AR AY,SASN REGISTEREI/ PROFESSIONAL ENGINEER A No 5033 PAGIS MARKER 2073 LEGAL DESCRIPTION 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. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR N0. 1281, ARKANSAS CERTIFICATE Of_ ENGINEERING ACCURACY 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. to /o Zo3 CI�{ DATE 0 EXECUTION RIVERCITY ENERGY COMPANY, INC. 216 Atkins Suite 100 Little Rock, AR 72211 INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. CATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PL!.T CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE B`r" ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING FEQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED W EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. Z11179 d DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS PART OF SECTION 15, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 15, THENCE N80'28'13"W, 182.38 FT. TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY #10 AND THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE S80'03'127E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 56.94 FT.; THENCE S75'08'3E"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 204.18 FT. THENCE S83'03'29"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 25.94 FT.; THENCE s0V51'167W, 306.07 FT.; THENCE N88'34'02"W, 271.12 FT. TO THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N0925'5yW ALONG SAID EAST RIGHT-OF-WAY LINE, 231.40 FT.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 1382.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NO3'28'25"W, 94.46 FT.; THENCE N3626'06"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 49.47 FT. TO THE POINT OF BEGINNING, CONTAINING 2.2557 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE CERTIFICATE OF RECORDING LITTLE ROCK PLANNING COMMISSION THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK PAGE 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. NO 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 PULASKI COUNTY, ARKANSAS. PLAT OF LO . IR ffi PHASE 2 COMMERCIAL •\ \ •\ II)11) I I I X11 \ i (1) l L'lll � I I l tl) I IMM BEING BEING A REPLA T OF L 0 T 1, CHENAL VALLEY, PHASE 2 COMMERCIAL LITTLE ROCK, ARKANSAS APRIL, 2003 © IIDArmw & A1gsoczAA =, ImC'o 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0249 I T- O L� ILCA O o w /�` 51Ari yod AR AY,SASN REGISTEREI/ PROFESSIONAL ENGINEER A No 5033 PAGIS MARKER 2073 LEGAL DESCRIPTION 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. DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR N0. 1281, ARKANSAS CERTIFICATE Of_ ENGINEERING ACCURACY 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. to /o Zo3 CI�{ DATE 0 EXECUTION RIVERCITY ENERGY COMPANY, INC. 216 Atkins Suite 100 Little Rock, AR 72211 INSTRUMENT NO. CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. CATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PL!.T CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE B`r" ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING FEQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED W EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. Z11179 d DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS PART OF SECTION 15, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 15, THENCE N80'28'13"W, 182.38 FT. TO THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY #10 AND THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE S80'03'127E, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 56.94 FT.; THENCE S75'08'3E"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 204.18 FT. THENCE S83'03'29"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 25.94 FT.; THENCE s0V51'167W, 306.07 FT.; THENCE N88'34'02"W, 271.12 FT. TO THE EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N0925'5yW ALONG SAID EAST RIGHT-OF-WAY LINE, 231.40 FT.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A 1382.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NO3'28'25"W, 94.46 FT.; THENCE N3626'06"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 49.47 FT. TO THE POINT OF BEGINNING, CONTAINING 2.2557 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE CERTIFICATE OF RECORDING LITTLE ROCK PLANNING COMMISSION THIS DOCUMENT, NUMBER FILED FOR RECORD 20 IN PLAT BOOK PAGE 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. NO 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 PULASKI COUNTY, ARKANSAS. PLAT OF LO . IR ffi PHASE 2 COMMERCIAL •\ \ •\ II)11) I I I X11 \ i (1) l L'lll � I I l tl) I IMM BEING BEING A REPLA T OF L 0 T 1, CHENAL VALLEY, PHASE 2 COMMERCIAL LITTLE ROCK, ARKANSAS APRIL, 2003 © IIDArmw & A1gsoczAA =, ImC'o 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0249