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HomeMy WebLinkAboutS-0554-A Map 2, E 0 0 00 to 0 0 0 0 0 II ow 0 a, o U)a �a 0 c E a T Q u > / m � 0 o / 0 0 0 r v r� to a 0 L o 0 > o6 N � / O _i r f APp E��p, tl Valley RQ - -••� -� Re,tbe 6a 0�, 24 ve�matn �a�y�._ CERTIFICATE OF PRELIMINARY p PLAT APPROVAL paro{ All requirements of the Little Rock Subdivision Rules and Regulations WO"" lid �,ofi 2 y relative to the preparation and submittal to a preliminary plot having been fulfilled, approval of this plat is hereby granted, subject to furth f j h w aagltF sto, provisions of said rules and regulations. This certificate shall expire '— — — — — — — .c Vogl D, _ Date of Execution L.R. Planning i A d Ai �eYla t ,> ?� n,:i Commission T � otter Greek Blvd o� Mabelvale West RdMal; _. .. �"P5abe1valc: r� M11abe;45e e ' Terrytavrn - -`�? 100 50 0 100 200 300 SCALE: 1 " = 100' x = u 3---1:9Q�TT:ER C THIS SITE SS 'Alexander Rd ,Nexand"r Rd Tafisir +:: H,psbero - --, "`---- __ �._...., r,... ..__ OWNER I BIRD COLD STORAGE PARTNERSHIP —�- - - r 11219 FINANCIAL CENTER PARKWAY s°tl'"'YLn _' "'°o°u LITTLE ROCK, ARKANSAS 72211 yl o doflncun Rd ® oo5NAv e >OURCE OF TITLE: DOCUMENT # 90-12831 5 fa Cue t.co f c^��. ,_ \ ; VICINITY MAP SCALE: 1 1'=4000' OTTER CREEK I INDUSTRIAL 1PARK PROPOSED SEWER LINE 1 V LOT 10 B L, N ZO E I \\\ c? BOOK H, PAGE 353 ' / LOT 8 ol, AKER \ LOT 9 BOOK E" OTTER CREEK i BOOK F, PAGE 831 PAGE' 812 FUND NO, 1, LLC LOT 7R I ' BIRD AIII1D BEAR BOOK E ( P FOUND 1" `'IRON PIPE WITH 1 RfaBAR ENTERP ISES, INC. % I PAGE 5p8' 60 \\ \\ SW CORNER OF SE 1/4 NE 1+ 4 \\ ° SECTION 9, `'.`T-1-S, R-13-W 15' POWER' LINE EASEMENT PE i' WILLIAM A. DUNKUM AND D \\ , N 1' all DOCUMENT'. 87-01443/ MARY G. DUNKUM c i' 43 d- �---- --�-� - f N2.31' 3"E 1 ' 7.9 - ----- 339,09 I v vV „_ 7— N, --� \ \ S N � \ d?• PROPOSED 2 WIDE DITCH �i j `.\, .� \,✓�� I wrrH a� SIDE SLOPES iIN V� vv toIN 40' DRAINAGE AND \ \ LITLITY EASEMENT v v '� , IU \`\ \ \ \15o \ N^ �\ \ J6 I W\', d' I \` I v NQ I N, NNIN IN HYDRANT ; �:,, •,, . \ '�,� FIRE CERTIFICATE OF PRELIMINARY\\., \ \ \,� ' ENGINEERING ACCURACY \\, ,, o ";, \\\ \ v PROPOSED SEWER LINE rn I Walter H. Soul, hereby certify that this plat p ,. \\ o\ o correct) represents a lot made b me, and that o engineering requirements of the Little Rock P0 X Subdivision Rules and Regulations have been $ _ SS n co . plied with. \,\ ' . N00.57 15"•1N 49$,28' �I rn \ \ , j Date of Execution Walter H. S aul \ �. A Registered �ngineer # 11,262 S o Arkansas ° CERTIFICATE OF PRELIMINARY o SURVEYING ACCURACY sz j 5'.7'_ACRES so LEGEND GENERAL NOTES SET 1/2" REBAR ® •_ BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, 5. ALL PROPERTIES SHOWN ON THIS DRAWING ARE ZONED 1-2 AND C 3. FOUND 1/2" REBAR 1' AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK. ASPHALT -- -- 6. WATER PROVIDED B'f CENTRAL ARKANSAS WATER. CENTERLINE - - 2• NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT 7, SEWER PROVIDED BY LITTLE ROCK WASTEWATER. er STORM DRAIN - — — — - THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON, - EASEMENTLINE 3, THE FLOOD INSURANCE RATE. MAP PREPARED BY THE FEDERAL EMERGENCY 8. EASEMENT CALLED FOR IN DOCUMENT 86 71485 HAS REVERTED BACK TO CONTOUR LINE - -24a - ----- MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND PROPERTY OWNER. NO SPUR TRACK CONSTRUCTED WITHIN 48 MONTHS OF PROPERTY LINE - - DATED NOVEMt3ER 3, 1993, SHOWS THAT THIS SITE IS ZONE X FILING. BUILDING SETBACK "AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN". 9. LEASE AGREEMENT CALLED FOR IN DOCUMENT 2000025850 IS NOT LOCATABLE -- SEWER LINE 4. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE ON THIS DRAWING BY THE RECORD INFORMATION IN THE DOCUMENT. WATER LINE OR DELINEATE: ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS OH POWER LINE Eu 10. 1310 L.F. OF STREET (INCLUDING 418 L.F. IN THE 60' ACCESS EASEMENT) TELEPHONE x WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO 11, THE 54.3 ACRE TRACT IS WOODED, STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE GAS LINE Gx 12. PAGIS MONUMENTATION WILL BE PROVIDED WHEN FINAL PLAT IS FILED. FENCE LINE " EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USF OR DEVELOPMENT OF THE TRACT. DITCH LINE 13, PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL OWER-.-POLES._._,-` I � PRIOR TO START OF WORK, OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY I WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT (501) 379-1817 EQK EAST BOUL b 25R (DERRICK BERFIELD). FOUND 1�2" REBAR ` OR T 14• A GRADING PERMIT WILL BE REQUIRED PRIOR TO ANY LAND CLEARING OR SS ------- R I 5-'RK GRADING ACTIVITIES AT THE SITE, SITE GRADING AND DRAINAGE PLANS WILL SS\ OTTER .CREEK INDUSTRIAL PARK NEED TO BE SUBMITTED AND APPROVED PRIOR TO THE START OF CONSTRUCTION, i_ -- 15. OBTAIN A NPDES STORM WATER PERMIT FROM THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO THE START OF CONSTRUCTION. 16. STREET IMPROVEMENT PLANS SHALL INCLUDE SIGNAGE AND STRIPING. TRAFFIC l I ENGINEERING MUST APPROVE COMPLETED PLANS PRIOR TO CONSTRUCTION. 0 i,' - 17. STREET NAME, WARRIOR DRIVE, HAS BEEN CLEARED FOR USE BY MAPPING AND U GRAPHICS WORKS. 18. A DRIVEWAY WILL BE PROVIDED TO LOT 5 OTTER CREEK INDUSTRIAL PARK. Ji W 19. SEWER MAIN EXTENSION WILL BE REQUIRED WITH EASEMENTS, PROVIDE �J J L T 6R I rr ° 1 Flo o w - y BY OWNER, FOR PROJECT. OOK ,PAGE 204 \ LOT 5 - � _J R \ 20. ALL CENTRAL ARKANSAS WATER REQUIREMENTS IN EFFECT AT THE TIME OF p> �o REQUEST FOR WATER SERVICE MUST BE MET. A WATER MAIN EXTENSION WILL S, EV RETT, STOUT, ( BOOK I w iil AND S WYER, LLP ° \ PAGE 7 3 0 �o BE REQUIRED IN ORDER TO PROVIDE SERVICE TO THIS PROPERTY, A UTILITY o ANCO PROPERTI S, INC. a�o� EASEMENT OF PUBLIC RIGHT--OF-WAY MUST BE PROVIDED FOR INSTALLATION VIS` M, TAT M I LOT 4B j OF WATER FACILITIES FROM OTTER CREEK EAST BOULEVARD, HAS 1 A D WIFE, SYL IA G. ' ,\ N I 11� CO BOOK C, PAG 419 t A CESS, U I , AND `\ RAINAGE S ENT FourvD 2' 1 I AR s ° j I / REBAR i EXPI-IVES,INC. I& G I FOUND 1 j OIRON , PI - I 3012' NORTH OF 1- IRO PIPE Y II LID 4A, PROP RTIES, � C ° ( NW CORNER"OF` SE 1 NORTHEAST CORNER LOT 5•,, 1 4' SECTION 9, b TTER CREEK INDUST BOOK PAGE 419 1-S, R-13'-W o i --NX" , IRE HYDRANT — —' 50' 811.11LQING SETBACK 15' 5850;1 8"E•_.__..,, UTI_IJY EASEMENT _ IN l `° _ I PHASE 2 „ - 1 ` 50' BUILDING SETBACK • 7 I '�" rJ� � �' ^\ I t`� I.: IN io W WATER LINE IN RRE HYDRANT21.5 ACRE ! / POND D n ES -6.7 ACRS_ 0-51 CFS 's6' i I PLACE 36' RCP �I �� �0° . sq-v 1-2 ZONE -1o' UTILITY I \ I J EASEMENT . ', OPOSED STORM DRAIN 1 tf, t r I O 1 - \ I � I r Al`tip / \ ,' "-_. , -T�r 39.22'ao R=350.00'I N _30 UTILITY EASEMENTME1S UTILITY EASE IENT — � D.A.=15.6 rn I L� II ! ;• PROPOSED 2 WIDE DITCH I {I _ - _ -_--- _ ! ;. �� 0, RE-38 rol I WITH 31 SIDE SL-OP( -- - T - T T.' t O ES -POST- - ' N ,t I �— .� .� - o I, Walter Spaul, hereby certify that this plat correctly represents'. ` \ `, / FOUND1" R_QD - - 0 a boundarysurvey made or verified by me. That all surveying - __..._. Y \ requirements of the State of Arkansas and City of Little Rock I El c Subdivision Rules and Regulations have been compleg with and Q \ \ ,! M • 7.6 ACRESo- 9 C� that it has been filed for recor as required.04 �A� , —, ,' \ z' \ I r PROPOSED 2 WIDE DITCH _ c Date-oY Execution Walter H. Spo U ' A Registered Professional 6 • / WITH 3�1 SIDE SLOPES 1 - `.\. 20 DRAINAGE, ° Land Surveyor , EASEMENi # 979 Arkansas \\'• o LAND DESCRIPTION N �. a A TRACK OF LAND BEING A PART OF THE NE 1/4, NE 1/4 AND THE SE 1/4, NE 1/4 AND THE NE 1/4, SE 1/4 LYING NORTHERLY OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAY ALL i IN SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, \ ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: \\ \\ - COMMENCING AT THE NE CORNER OF SAID SECTION 9; THENCE S 02'29'01" W 1277.5 FEET ALONG THE .��,IN ��' EAST LINE OF SECTION 9 TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF , v''. ` \\ \ v SECTION 9 S 02'29'01" W 609.68 FEET TO NORTH RIGHT-OF-WAY LINE OF THE UNION PACIFIC \1�\. a ON UNION PACIFIC RAILROAD RIGHT-OF-WAY S 56'35'38'W, 1298.40 FEET TO THE �(((\\\;: o RAILROAD; THENCE ALONG \, \\ BEGINNING OF A TANGENT CURVE TO THE RIGHT; THENCE CONTINUING ALONG UNION PACIFIC \o\\.� •\\ RIGHT-OF-WAY ALONG SAID CURVE HAVING A RADIUS OF 4,668.05 FEET AND A CHORD BEARING AND co DISTANCE OF S 58'20'04" W, 317.48 FEET TO THE WEST LINE OF SAID NE 1/4, 5E 1/4; THENCE N \ \ l 7 02'31'19" E 118.43 FEET TO A FOUND 1" IRON PIPE WITH 1/2" REBAR AT THE SW CORNER OF SAID SE 1/4, NE 1/4; THENCE N 02'31'33" E 1339,09 FEET TO A FOUND 1" IRON PIPE AT THE NW CORNER OF ° SAID SE 1/4, NE 1/4; THENCE N 02'31'33" E 1340.22 FEET ALONG THE WEST LINE OF SAID NE 1/4, NE > 1 4 TO A FOUND 3 4" IRON PIPE AT THE NW CORNER OF SAID NE 1/4, NE 1/4; THENCE S 88'46.44" w E/745.45 FEET ALONG THE NORTH LINE OF SAID SECTION 9 TO A FOUND ANGLE IRON AT THE NW \�,\ a CORNER OF THE MABELVALE MIDDLE SCHOOL PROPERTY; THENCE S 2'07'09" W 1275.97 FEET TO A _ _--- ` IN \ FOUND 1" ROD AT THE SW CORNER OF THE MABELVALE MIDDLE SCHOOL; THENCE S 88'38'17" E 559.45 I FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 54.279 ACRES (2,364,414 S. F.). IN, - — — — —� ; s \. \ \ FOUND 1/2" REBAR J XmL IR I 67, IM � r \ I o 20' DRAINAGE �ll `I EASEMENT © I.w h j' M ro t � i to 00 0 u� : IN ENTKNd AREA-21 AC=FT, w \\ -36.7 ACRES • DST-'1222 CFS 20 DRANA13E EASEMENT ; I _ I W DRAINAGE ' S22901 J S2'29'01 "W'1277.' - ''"W 609.68�. POINT OF BEGINNING - 5 EAST 1/4 CORNER SECTION 9 m ��"c%\`,,\ ;\ -- _ _ 2684,81 __ FUTURE RIGHT --OF %VAY--OF _$OUTI' T-1-S, R-13-W ZONE 1-2- _._ KAFJISJOTTER CREEK PROPERTIES - \\ LIMITED PARTNERSHIP 11 IN ALAWEST-AL, LLC 104;�,83' an oo' +neee,n n.: FOUND 1 G'A1--RF16-�1-� i I � r 1%4 NEh/4 y No 11262 LTER s4 `��\t111ulllllli .o�` �G GIStfR� 4 ee ;/NAlll LA IIIt O N 04 E MC W z� c W rn 2 Q m ZNd W J co 1044.92t '1 ; �iI toLU co co 'v rr 1260.�0' -) 1-co M -_ �,....� i i a we -4 : t _ m o \ (L 0 O H o \ �50__80UTH OF LANDLINER/W C/)_ i PLAT H�OJ jWE BY GARLLJ VERON A I ANDRY�SO ,' (if Op U GARNER DATED JULY 1986 w W = P ;Q R to IJ - C-3 ZONE ° -' _ ro W I , Cr= Q Q y NNIN, I, z D_ 15,' RIGHT OF WAY DEDICATION 1`rr 'j PER DOCUMENT #80,171_ i �rr W Q Q IN N�I34 U Z __J j- O AREA.8 AC-FT"- W ,'FS `N. 30' UTILITY EASEMEN? ' (o'� Q J J �✓ ED S2 071225- - — � 0, 9'W .9�'=- - 50r mot-. - 275 FOUND ANGLE IRON - - ry1 W I _ ✓ � MIDDLE MAG_ r4} T I - TRUSTEES OF THE CHURCH OF_-GHRIST, ;! MABELVALE WEST N - MABELVALE, ARKANSAS INDUSTRIAL PARK lw THE LITTLE R�CCK S HO L DI TRICT- - - - - ,OF PULASKIi CO NlY, RKA SAS - °J Job No. 05-911771 / MABELVALE Date: NOV. 23, 2005 CHURCH OF Designed by: WHS CHRi$T Drawn by. BWB Sheet Number o�3 �° 320- PLANNING COMMISS[Ow-­_- NS ` IECTTOTfFC0P- I -.o rLgNNlydG -POINT OF COMMENCEMENT-- hgA1'SSiON DATED ' / FOUND -1/2" REBAR NORTHEAST CORNER SECTION 9-.T-1-S, , R7-'13-W - _