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HomeMy WebLinkAboutS-1585-B-1 Map 2} 8L FRAZIER PIKE HOLDINGS A ETY PARKLEEN � / FIP 1/2 P P.CEL IO 241-0140102302 CEL 02,4LO140101800 - 1 7~- -. �3 Fes# ---ZONE UNSHADE e I I LIE)_ C�- �-.- - - - ---------- E}�---�- \ _ -r ti i N,x i r is) � �S1° 53' 44"W 1077.1T -----_---- -0- ---©3-------- II - - - - - - - - - - _ _ _ CID I \ P.O.B.KP I I I 001 NIP \ l� a� LOT 4 1 I o / I �c °�'S \ r, 315,364.29 SQ.FT. / I; \\ \ \ \ `p � /, /----------------- � "'I 7.24 ACRES , � o - � � 00 I -!I-I -W- �;'LOAD I `I hS37° 06 09E PO.28 EFW-- -----------__bOCK I 1 N87. 51. 13"W 445.9' \ jI I \ 8 /��i , EXISTING LOT 3 �. I I I Y FND AG�AYL� � / / I BUILDING 1,026,963 SQ.FT. r =3��-_ _ `� �fl �= I I J 97. / ri� I 51,834 S.F. I r \ m l - \ g� s I I I 23.58 ACRES � �1 EXISTING / I BUILDING �\ / / /'%�//�.._. li l OO Nt° 24' 43"E 150.00' i w� i 44,646 / i I �� J i�// - -I , S.F. CD m .+I rn \'� / R 1 / / / ti -�- -�-- - --UGE- So - r? ) FIP 1 2IN I D _-- _ J (� �-_�_ ---- II�- "�_ �E� --UGE y -- _�- \' \ / / I `o --- --- - HUGE=�--- ----------- __------�-E� ---- 10 o- _- i;12' 01"E 94.66'/ / / a� �---------- _ - - ----- I �I'1�1 L---� IT-------- -�I I LL,_�J� L-L Li- , \ CVI �'------- r p LOT , ' /; I ° I I ------_ \\ I / EXISTING GUAR1 I. I ` M rn I I V C2 1 ( f Q 521,794.13 SQ.FT. I- / / I I � I BUILDING -SHAG I I \ ° "w I 11 I Ir \ \ \ \ \ (\\ 11.98 ACRES / I \ 138,486 N87 51 13 W 299.150' rI I I I S.F. I $ � _L- _- I I f I I Ir I L_ r �II 1 I---- 1 I-------------�------------ \ \ I E]I- -------� ---� ------- ASPHA¢T PARKING AREA L LI------- - --- El- I I 1 I i ion `Jn 30f1�w� /` III � ELECTRICAL -M---M- $-� qD s�J M_� N1 ° 37' 56'E 635.04' - - --._ - - - _ - _ - - NG - - - - - - - - 1 � - i, L` BUILOd FIP 1 2 ,{ FIP 1 1 /2IN PYDS s \ \ / S37° 06' 09"E 182.20' i P H 50' I� 24LOI40102000 ii ESMT / - I 41 I PROPERTY DESCRIPTION 1 C3 (TYPJ II �' 11 III' S11° 1S 32'E 193.66' l J A TRACT OF LAND IN THE SOUTH HALF OF SECTION 15. AND IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, AND IN THE SOUTHEAST QUARTER OF SECTION 16. TOWNSHIP 1 NORTH, RANGE 11 WEST, PULASKI i 1 COUNTY, ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: it 1 1 I COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 15: THENCE RUN NORTH 01 DEGREES 14 MINUTES 57 SECONDS EAST, 59.88 FEET TO THE NORTH RIGHT OF WAY LINE OF FRAZIER PIKE; THENCE NORTH I 1LID 87 DEGREES 51 MINUTES 13 SECONDS WEST, ALONG THE NORTH RIGHT OF WAY LINE, 1257.56 FEET AND THE POINT OF BEGINNING; THENCE NORTH 87 DEGREES 51 MINUTES 13 SECONDS WEST, ALONG THE NORTH RIGHT OF WAY LINE, 744.96 ,icu) 1 I/ I \, FEET; THENCE LEAVING SAID RIGHT OF WAY LINE, NORTH 02 DEGREES 06 MINUTES 26 SECONDS EAST, 1166.06 FEET; THENCE NORTH 88 DEGREES 29 MINUTES 31 SECONDS REST, 944.09 FEET TO THE EAST RIGHT OF WAY LINE OF THE LITTLE ROCK PORT RAILROAD; THENCE NORTH 01 DEGREES 38 MINUTES 39 SECONDS EAST, ALONG SAID EAST RIGHT OF WAY LINE 1,161.26 FEET TO THE SOUTH RIGHT OF WAY LINE OF LINDSEY ROAD; THENCE NORTH 78 DEGREES 43 MINUTES 41 SECONDS EAST, ALONG SAID SOUTH RIGHT OF WAY LINE 782.24 FEET, THENCE CONTINUING ALONG SOUTH RIGHT OF WAY LINE, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1969.86 FEET, A CURVE LENGTH OF 430.72 FEET, AND A CHORD BEARING AND DISTANCE OF NORTH 72 OEGREES 27 MINUTES 51 SECONDS EAST, 429.86 FEET; THENCE CONTINUING ALONG SOUTH RIGHT OF WAY LINE NORTH 66 DECREES 12 MINUTES 01 SECONDS EAST, 94.66 FEET; THENCE LEAVING ¢ 11 SAID SOUTH RIGHT OF WAY LINE, ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 50.02 FEET, A CURVE LENGTH OF 90.19 FEET, AND A CHORD BEARING AND DISTANCE OF SOUTH 14 DEGREES 32 MINUTES 51 SECONDS 11 �r �I1,11 1 'EI ' I III 3 WEST, 78.46 FEET; THENCE SOUTH 37 DEGREES 06 MINUTES 09 SECONDS EAST, 960.28 FEET; THENCE SOUTH 81 DEGREES 55 MINUTES 06 SECONDS EAST, 152.30 FEET; THENCE SOUTH 01 DEGREES 53 MINUTES 44 SECONDS WEST, 1837.18 FEET 1 Iu mil I, Z ll ¢ LOT 2 I TO THE POINT OF BEGINNING, w M 1 IZ aI I! I'll 1 Q 1,160,822.78 SQ,FT. I I OI' 1 �1 rn ' Of N 1 26.65 ACRES (" I or";1 J I I I! �z 1 'i 1 11 I N I;t15o I I e�GENERAL SURVEY NOTES 1 "11 I I 1. UTILITY NOTE. ONLY PART OF THE ABOVEGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED BASED ON FIELD OBSERVATIONS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL I I Mir I I SUCH AS POSSIBLE THE SURVEYOR DID NOTTHER DOES NOT WARRANT THAT THE PHYSICALLY LOCATED THE UNDERGROUND TUTILITIES. A ONE -CALL UTILITYTIES SHOWN ARE IN THE ACT LOCATEA ASNAINDICATED TTEMPTED FOR THIS HI ALTHOUGH CERTIFY THAT THEY ARE LOCATED AS 1 ` 2. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR. \ I II U 11� 11 } I I 3. THIS SURVEY MEETS OR EXCEEDS CURRENT ARKANSAS STATE MINIMUM STANDARDS FOR SURVEYS OF THIS TYPE. 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. I r ' 5. ALL AREAS OF ASPHALT AND CURB & GUTTER ARE IN "GOOD' CONDITION UNLESS OTHERWISE NOTED. SOME AREAS WERE DISTURBED, BROKEN, OR COVERED WITH DEBRIS AT THE TIME OF THE SURVEY. 6. THE SURVEYOR DID NOT OBSERVE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS ON THIS SITE. \ 1 I 1 1\11 I 7. THE SURVEYOR DID NOT OBSERVE EVIDENCE OF PROPOSED CHANGES IN STREET RIGHT OF WAY LINES AND RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS, 8. THE SURVEYOR OBSERVED NO EVIDENCE OF SITE USE AS A SOLD WASTE DUMP, SUMP, OR SANITARY LANDFILL \ f 9. NO WETLAND DELINEATION OR DETERMINATION WAS DONE AS PART OF THIS SURVEY. 11�\I 1I- I 11 -SECTION 16, T-1-N, R-11-W I 10, THIS SITE HAS PUBLIC RIGHT-OF-WAY ACCESS FRAZIER PIKE ON THE SOUTH AND LINDSEY ROAD ON THE NORTH AS SHOWN HEREON. SECTION 15, T-1-N, R 11 W -- _ `--__---------_.- , 11. THERE ARE NO ENCROACHMENTS ONTO ADJOINING PREMISES, STREETS OR ALLEYS BY ANY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS LOCATED ON THE PROPERTY, AND NO ENCROACHMENTS ONTO THE PROPERTY BY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS SITUATED ON ADJOINING PREMISES. - 12. THERE WAS NO EVIDENCE OBSERVED DURING THIS SURVEY OF ANY CEMETERY, BURIAL GROUNDS, OR INDIVIDUAL GRAVE SITES. LR PORT AUTHORITY 1 I to \ I I 13. THERE WAS NO EVIDENCE THAT THERE ARE PARTY WALLS LOCATED ON THE PROPERTY OR DESIGNATED BY THE CLIENT AT THE TIME OF FIELDWORK. 1' 1 II II 1 'll 1 \ y I 14. THERE WAS NO EVIDENCE OR TITLE PROVIDED SHOWING ANY OFFSITE EASEMENTS OR SERVITUDES THAT BENEFIT THIS PROPERTY. Ili- - �- 24LO140103800 1 II II 1 \'ill 1 1-19 1P PROJECT INFORMATION 1, BUILDING SETBACK FRONT = S50' I ZONE X SHADED -fIP 1/2IN BENT _ - 1 REAR = 25 1i1 1❑ l{----------------------- - E ' 1 h'i FIP 1 /2IN g l OVERALL SITE AREA: 69.45 AC _ -. I 1 1 �❑ I --- ,-.--� _ - _ -- --- - = ZONING: I-3 PROPERTY USAGE INDUSTRIAL SUBDIVISION LOT TOTAL LOTS 1-4, TOTAL = 4 LOTS N16 38' 39" ` SPIRIT REALTY LP - PARCEL 1�- CERTIFICATE OF PRELIMINARY CERTIFICATE OF PRELIMINARY 24L0140101700 =�� CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY ENGINEERING ACCURACY PLAT APPROVAL I, NICHOLAS TUCKER. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR 1, BRADLEY A PETERSON. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND VERIFIED BY ME, THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY SURVEY COMPS WITH AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN FULFILLED. APPROVAL OF THIS PLAT IS HEREBY GRANTED, HAS BEEN DULY FILED FOR RECORD AS REQUIRED. SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS THIS CERTIFICATE SHALL EXPIRE DATE OF EXECUTION DATE OF EXECUTION ARKANSAS REGISTERED PROFESSIONAL ` "111Jr..,1*1 ENUNE R REGISTERED PROFESSIONAL STATE OF EN6INEIR N0. 13217 DATE OF EXECUTION LAND SURVEYOR NO. 1755 ���� E S S I Q ��•� AZIC 7A , S NAME, LITTLE ROCK PLANNING cOMM[SS10N 0 � q4,� ESTATE OF'9C - ARKANSAS '. J3 REGISTERED w : z N0. 1755 PROFESSIONAL ZZ, n SIGNATURE 4, ENGINEER No oL RKb b 4 s B '�oc BQq No. 13217 . . . 50� A. CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 87.61' 54.45' 92011'40" S140 32' 51'W 78.46' C2 405.71' 1969.89' 11048'02' N720 06' 02"E 404.99' C3 25.01' 1969.89' 0*43'38' N780 21' 52'E 25.01' 1102 HAPPY HOLLOW RD. FAYI-TTEVBJ.E, AR 72701 '° LEGEND LINEWORK • SET IRON PIN SITE ENGINEER: GRAFTON TULL THOMAS HENNELLY P.E. FOUND MONUMENT (AS NOTED) 405E N. COLLGE, SUITE 300 PROPERTY LINE FAYETIEVILLE, AR 72703 CALCULATED POINT HONE: 479.455.9090 EASEMENT - STORM WATER --- ----- ----------- O FOUND IRON PIN (AS NOTED) SURVEYOR: CRAFTON TULL EDGE OF ASPHALT - - - - - - - - - � LIGHT POLE NICHOLAS TUCKER P.S. - - - - - - - - - -- - - CONCRETE - - 1000 LEDGELAWN DRIVE - '(3, POWER POLE CONWAY, AR 72034 ROAD CENTERLINE HONE: 501,328.3316 CHAIN LINK FENCE --=_.>-._.___.________-_ ❑T TELEPHONE PEDESTAL RIGHT-OF-WAY A ELECTRIC JUNCTION BOX BEARINGS SEWER LINE --- SS - - - Isis - - - ss cLEANour BASIS OF BACK OF CURB LI4E------------W� OVERHEAD ELECTRC --OHE- I, OO SANITARY SEWER MANHOLE STATE PLANE COORDINATES UNDERGROUND TELL ---ucr GAS METER ARKANSAS NORTH ZONE, NAD 1983 U.S. SURVEY FOOT UNDERGROUND ELECTRIC GAS VALVE BEARING: GRID EXISTING BUILDINGS - - - - - - - - - - DISTANCE GRID COMBINED SCALE FACTOR: CENTERLINE ROAD - Da WATER VALVE 1.000052206690' FLOODPLAIN LINES -0- FIRE HYDRANT ASSEMBLY CONVERGENCE qL -00 06' 09,99069078" PISS LINES - QD STORM MANHOLE OR INLET **VALUE TAKEN AT P.O.B. OF THIS SURVEY** Q ELECTRIC PEDESTAL @0 FLOOD ZONE NOTE a EXISTING slcN BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN ON THIS SURVEY IS WITHIN ZONE X, ZONE X BEING AREAS DETERMINED ❑ CATCH BASIN OR GRATED INLET TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AND ZONE X SHADED, ZONE X SHADED BEING AREAS OF 0.2% ANNUAL HANDICAP PARKING CHANGE FLOOD AND BEING PROTECTED BY LEVEE, AS PER FEMA FIRM MAP COMMUNITY PANEL NUMBER 05119,0483G, DATED JULY 06, 2015, BASED UPON SURVEYOR'S INTERPRETATION OF THE LOCATION OF THE FLOOD HAZARD BOUNDARY LIMITS IN RELATION TO THE PROPERTY LINES. 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering surveying 501.664 3245 t 501.664.6704f www.craftontull.com CERTIFICATE OF, AUTHORIZATION: "o ,,,IN �F CRAFION, TULL& D= r- ASSOCIATES, INC. D` No. 109 ' yJ ;' q....... EN�s�00A GRAPHIC SCALE IN FEET 100 0 100 PORT 440 INDUSTRIAL LITTLE ROCK, ARKANSAS cy N. i1i 1.4 PROJ CATION I No, Descrlpllon Dale 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 part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. y iRUCTION PROJECT NO: 21300400 ISSUE DATE: 08/16/21 �0 THIS CONTACT: T.HENNELLY I DOCUMENT IS N CHECKED BY: i PRELIMINARY IN m-+ NATURE AND IS NOT PRELIMINARY m A FINAL, SIGNED o PLANS AND SEALED DOCUMENT o 02021 Crofton. Tull &Associates. Inc. fib' p ` NOIlOna ySN PRELIMINARY PLAT C-101