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Home My WebLink AboutS-1585-D Mapc� E 2 PARCEL LINE TABLE LINE # LENGTH DIRECTION L1 109.91' N10 53' 44°E L2 59.36' N880 35' 17"W L3 35.23' N10 33' OCE L4 94.66' N660 12' 01"E L5 27.88' S1° 53' 44°W N: 13871 E 125761' FIP N: 138788.35// E:1257639.69 N:138750.15 E: 1257551.08 N:137946.53 E:1258199.27 I--FIP 1/2IN �14 in x ZZ // / 49, 0 S / B 30' BLDG SETBACK LOT 4 468614.15 SQFT 10.758 ACRES L3 1 1 1 1 r' N:138625.68 E:1257167.69 PARCEL CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 405.71' 1969.89' 1104602' N720 06' 02*E 404,99' C2 87.61' 54.45' 92°11'40' S14° 32' S1'W 78.46' N11° 138435.88 1257205,36 's• / N: 137925.12 E: 1258048.48 U N:13789Z25 mm FIR �E:1258047,56 b IL M1.4 Si° 53' 44"W 1837.18' S1° 53' 44"W 1809.30' 30' BLDG SETBACK LOT 3 431578.02 SQFT 9.908 ACRES - �737129.46 N1° 53' 44"E E 1257972.12 tV m M 13 IM w Z - 30' BLDG N:137295.87 SETBACK E 1257118.41 NL1° 24' 43'E 157.65' -�-_ �� N1° 33' O6 E 612,8�`'-_ _ N:737738.27 NI' 33' 06"E 647.84 E1257614.61 137909.72 1257575.74 137944.93 1257576.69 3 �o d. zv CIS a LOT 1 PORT 440 INDUSTRIAL PARK 0 o M a m FIP ,/2IN N:137297.33 E:1257559.15 LOT 2 PORT 440 INDUSTRIAL PARK FIP 1/2IN .,,ppp FIP 1/2IN BENT J 3 ui r` = Z 10' UTILITY EASEMENT DEDICATED THIS PLAT v a N: 136351.66 E:1257946.38 p z LI N:136206.20 101 E:125779J 65 FIP 1/21N IN CONC jN1° 14' 57"E 59.88' FIP 1/2IN P.O.C. SE/C SW/4, SEC. 15, TIN, R11W N: 136088.94 E 1257987.71 P.O.B. 136096.35 1257790.01 3 wo l d 041 GENERAL SURVEY NOTES BASIS OF BEARINGS t� PROJECT INFORMATION -- ---� =- - -- 1. UTILITY NOTE: ONLY PART OF THE ABOVEGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED BASED ON FIELD STATE PLANE COORDINATES BUILDING SETBACK: FRONT == 50' OBSERVATIONS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. ARKANSAS NORTH ZONE, NAD 1983 SIDE = 30' THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH U.S. SURVEY FOOT REAR = 25' HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE. THE SURVEYOR DID NOT PHYSICALLY LOCATED THE BEARING, GRID UNDERGROUND UTILITIES. A ONE -CALL UTILITY LOCATE WAS ATTEMPTED FOR THIS PROPERTY. DISTANCE: GRID OVERALL SIZE AREA: 69.45 AC 2. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR. COMBINED SCALE FACTOR: ZONING: I-3 3. THIS SURVEY MEETS OR EXCEEDS CURRENT ARKANSAS STATE MINIMUM STANDARDS FOR SURVEYS OF THIS TYPE. 1.000052206690' PROPERTY USAGE WAREHOUSE 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. "GOOD" CONVERGENCE ANGLE: PROPOSED LOTS LOTS 1-4, TOTAL = 4 LOTS 5. ALL AREAS OF ASPHALT AND CURB & GUTTER ARE IN CONDITION UNLESS OTHERWISE NOTED, SOME AREAS WERE -00 06' 09,99069078" DISTURBED, BROKEN, OR COVERED WITH DEBRIS AT THE TIME OF THE SURVEY. **VALUE TAKEN AT P.O.B. OF THIS SURVEY** ADDRESS: 8000 FRAZIER PIKE 6. THE SURVEYOR DID NOT OBSERVE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING BOUNDARY CLOSURE REPORT: LITTLE ROCK, AR 72206 ADDITIONS ON THIS SITE. CLOSING BEARING: S32°01'59"W OWNER/DEVELOPER: 8000 FRAZIER PIKE HOLDINGS, LLC 7. THE SURVEYOR DID NOT OBSERVE EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES AND RECENT STREET OR CLOSING DISTANCE: 0.0126' 1102 S. HAPPY HOLLOW RD SIDEWALK CONSTRUCTION OR REPAIRS. PERIMETER DISTANCE: 6,856.28' FAYETTEVILLE, AR 72701 8. THE SURVEYOR OBSERVED NO EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL RATIO: 1:544,149 9. NO WETLAND DELINEATION OR DETERMINATION WAS DONE AS PART OF THIS SURVEY. SITE ENGINEER: CRAFTON TULL 10. THIS SITE HAS PUBLIC RIGHT-OF-WAY ACCESS FRAZIER PIKE ON THE SOUTH AND LINDSEY ROAD ON THE NORTH AS SHOWN BRADLEY A. PETERSON, P.E. HEREON. 10825 FINANCIAL CENTRE PKWI SUITE 300 11. THERE ARE NO ENCROACHMENTS ONTO ADJOINING PREMISES, STREETS OR ALLEYS BY ANY BUILDINGS, STRUCTURES OR OTHER LITTLE ROCK, AR 72211 IMPROVEMENTS LOCATED ON THE PROPERTY, AND NO ENCROACHMENTS ONTO THE PROPERTY BY BUILDINGS, STRUCTURES OR 501-664-3245 OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISES. 12. THERE WAS NO EVIDENCE OBSERVED DURING THIS SURVEY OF ANY CEMETERY, BURIAL GROUNDS, OR INDIVIDUAL GRAVE SITES. SURVEYOR: GRAFTON TULL 13. THERE WAS NO EVIDENCE THAT THERE ARE PARTY WALLS LOCATED ON THE PROPERTY OR DESIGNATED BY THE CLIENT AT THE RANDALL LANE HOUSLEY, P.S. TIME OF FIELDWORK. 1000 LEDGELAWN DR 14. THERE WAS NO EVIDENCE OR TITLE PROVIDED SHOWING ANY OFFSITE EASEMENTS OR SERVITUDES THAT BENEFIT THIS PROPERTY. CONWAY, AR 72034 501-328-3316 FT 1/2IN CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF ENGINEERING ACCURACY I, RANDALL LANE HOUSLEY. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY 1, BRADLEY A. PETERSON . HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN THAT ALL SURVEYING REQUIREMENTS OF TH TTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. --7 COMPILED WITH. bWLEY A. PETERSON DATE OF EXECUTION PROFESSIONAL SURVEYOR ��GIST�,Roil,, DATE OF EXECUTION REGISTERED PROFESSIONAL STATF, OF NO. 1457 �� "� ..........�d �ii ENGINEER' NO. 13217 ARKA`�NSAS ARKANSAS .� �. '. ARKANSAS • STATE OF"•" * * *,- ARKANSAS i K GIS,TI RED ®c _ P ESQ NAL I� �rhTr*tlirr,r.n LrILA No. 13217 Fy A. PE�< FIP 1/2IN BENT t�PROPERTY DESCRIPTION: LOTS 3 & 4 PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15 AND PART OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER, ALL IN TOWNSHIP 1 NORTH, RANGE 11 WEST, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND REBAR, SAID POINT BEING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER; THENCE N01°14'57"E A DISTANCE OF 59.88 FEET TO A FOUND REBAR, SAID POINT BEING ON THE NORTH RIGHT OF WAY LINE OF FRAZIER PIKE; THENCE ALONG NORTH RIGHT OF WAY LINE, N87051'13*W A DISTANCE OF 1257.56 FEET TO SET IRON PIN AND BEING THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE, N87°5l'13"W A DISTANCE OF 197.84 FEET TO A SET IRON PIN; THENCE LEAVING SAID NORTH RIGHT OF WAY LINE N01°53'44"E A DISTANCE OF 109.91 FEET TO A SET IRON PIN; THENCE N46023'50'E A DISTANCE OF 210.91 FEET TO A SET IRON PIN; THENCE NORTH N01°53'44"E A DISTANCE OF 778.22 FEET TO A SET IRON PIN; THENCE N88°35'17'W A DISTANCE OF 357.62 FEET TO A SET IRON PIN; THENCE NOt°24'43'E A DISTANCE OF 157.65 FEET TO A SET IRON PIN; THENCE N88'35'17'W A DISTANCE OF 59,36 FEET TO A SET IRON PIN; THENCE NOt'33'06'E A DISTANCE OF 647.84 FEET TO A SET IRON PIN; THENCE N37006'09"W A DISTANCE OF 615.56 FEET TO A SET IRON PIN; THENCE Ntt°13'32"W A DISTANCE OF 193.50 FEET TO A SET IRON PIN; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1969.89 FEET, A CURVE LENGTH OF 405.71 FEET, AND A CHORD BEARING AND DISTANCE OF N72°06'02"E, 404.99 FEET TO A POINT; THENCE N66°12'01'E A DISTANCE OF 94.66 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 54.45 FEET, A CURVE LENGTH OF 87.61 FEET, AND A CHORD BEARING AND DISTANCE OF S14032'51°W, 78.46 FEET TO A FOUND IRON PIN; THENCE S37°06'09"E A DISTANCE OF 960.28 FEET TO A FOUND IRON PIN; THENCE S81°55'06"W A DISTANCE OF 152.30 FEET TO A SET IRON PIN; THENCE S01053'44"W A DISTANCE OF 1837.18 FEET TO THE POINT OF BEGINNING AND CONTAINING 20.67 ACRES, MORE OR LESS. t� NOTE EACH INDIVIDUAL LOT OWNER MALL BE SOLELY RESPONSIBLE FOR THE INSPECTION, UPKEEP, MAINTENANCE, AND REPAIR OF ANY AND ALL STORM SEWER PIPES, DRAINAGE STRUCTURES, AND RELATED INFRASTRUCTURE LOCATED WITHIN THE BOUNDARIES OF THEIR RESPECTIVE LOT. THIS RESPONSIBILITY N T N R INCLUDES, BUT IS NOT LIMITED 0, ENSURING ING THE CONTINUED FUNCTIONALITY, STRUCTURAL INTEGRITY, AND COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS GOVERNING STORMWATER MANAGEMENT. THE OBLIGATION FOR SUCH MAINTENANCE SHALL REMAIN WITH THE LOT OWNER, REGARDLESS OF WHETHER INFRASTRUCTURE WAS INSTALLED BY THE DEVELOPER, A PREVIOUS OWNER, OR A THIRD PARTY. CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESC 'ED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AN tUB:yH D, AND DO EBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDAIN "WITH PEAT - g/i�/as DATE OF EXECUTION 8000 FRAZIER PIKE HOLDI GS, LLC 4100 CORPORATE CENTER DR, SUITE 310, SPRI ALE, AR 72762 SOURCE OF TITLE: SCUD 2020085842 CERTIFICATE OF RECORDING IIIIIIIIIIIIIIIIIIIIIIIIIIIIII'lllllllll IZECo 2025051897 9 5104 Ann In Official Records of Terri Hollingsworth CircuiVcounty CIerK PULASKI CO. AR FEE $15.00 (4-0. LEGEND (EXISTING) SYMBOLS LINEWORK • SET IRON PIN - - O FOUND IRON PIN (AS NOTED) HOP-ERTY LINE • FOUND MONUMENT (AS NOTED) EASEMENT ■ CALCULATED POINT L PLSS LINES tt� FLOOD ZONE NOTE BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN ON THIS SURVEY IS WITHIN ZONE X, ZONE X BEING AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLGODPLAIN, AND ZONE X SHADED, ZONE X SHADED BEING AREAS OF 0.2% ANNUAL CHANGE FLOOD AND BEING PROTECTED BY LEVEE, AS PER FEMA FIRM MAP COMMUNITY PANEL NUMBER 05119C0483G, DATED JULY 06, 2015, BASED UPON SURVEYOR'S INTERPRETATION OF THE LOCATION OF THE FLOW HAZARD BOUNDARY LIMITS IN RELATION TO THE PROPERTY LINES. 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 CERTI CATE IS HEREBY EXECU DER ITY OF SAID RULES AND REGULATIONS. y 1 D OF E ECUTION LANNING COMMISSION S- /s8s-D 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 0 Crafton Tull engineering I surveying 501.664.3245 t 501.664,6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: O F � ,,,, L A0r a' UP 0 CRAFTON, TU .L & ASSOCIATES, INC. Y = K No, 109 Sao o= a0 ?_ 4 9gA.gNS AS ENG\NFE GRAPHIC SCALE IN FEET Too. 0 100' FINAL PLAT OF LOTS 3&4OF PORT 440 INDUSTRIAL PARK LITTLE ROCK, AR Key Plan PRO LOCATION CAD UNOSEY Rm i e 6 FRAZIER PIKE elRowooN NR rc EE No, Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used in whole or In art for an other project, without the p any poj written authorization of Crofton, Tull & Associates, Inc. PROJECT NO: 21300400 ISSUE DATE: 08/20/2025 CONTACT: B. PETERSON QC by. QC Date: 2022 Crofton, Tull 8 Associates, Inc. FINAL PLAT OF LOTS 3 & 4 OF PORT 440 INDUSTRIAL PARK 1 OF 1