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Home My WebLink AboutS-0554-A Map 1o_ of C r CD 0 II y o 0 0 E 0 a ?, Q u z_ I � 0 Ln o - Ul Q 0 jo< Ln o 0 > o a) N-- �o �L I" CT f, o � f QL Ln ° o Ln o 0 r.l a a, a C) � o s E 3 - • p a Rd Rtio•6u n 7� "{ LEGEND GENERAL NOTES v 2�a� CER iIFICATE OF PRELIMINARY '°� e'a PLAT APPROVAL SET 1/2" REBAR • ._ BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, 5. ALL PROPERTIES SHOWN ON THIS DRAWING ARE ZONED I-2 AND C-3. „ •.� FOUND 1/2" REBAR 1 AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK. For Or �,�_ h offo <,`%`, �dFQ .All requirements of the Little Rock Subdivision Rules and Regulations ASPHALT --- 6. WATER PROVIDED BY CENTRAL ARKANSAS WATER. wd"la,.ta„ 2, NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT � z relolive to the preparation and submittal to a preliminary plat having CENTERLINE - 7. SEWER PROVIDED BY LITTLE ROCK WASTEWATER. " 4 'ae) o s o o pp p y 9 1 - — — — - E TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. - been fulfilled, a oval of this lat is hereb ranted, sub'ect to further STORM GRAIN TH eaylzoe p g p EASEMENT LINE 3. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY 8. EASEMENT CALLED FOR IN DOCUMENT 86 71485 HAS REVERTED BACK TO v aeo,�o, , visions of said rules and regulations, This certificate shall expire tie g pageldo, o" CONTOUR LINE 245 MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND PROPERTY OWNER. NO SPUR TRACK CONSTRUCTED WITHIN 48 MONTHS OF M6ora• Rd t1e?WO°d Or PROPERTY LINE - - DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS ZONE X FILING. a 5kylan or S- - - - - - - - - - - - - - - - - - - - - - - - - - - BUILDING SETBACK "AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN". 9, LEASE AGREEMENT CALLED FOR IN DOCUMENT 2000025850 IS NOT LOCATABLE g{ vaa` Date of Execution L.R. Planning SEWER LINE WATER LINE 4. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE ON THIS DRAWING BY THE RECORD INFORMATION IN THE DOCUMENT. Mtr„da Commission OH POWER LINE OR DELINEATE: ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS 0. 1310 L.F. OF STREET (INCLUDING 418 L.F. IN THE 60' ACCESS EASEMENT) otter Ceeek 6Nd Y,y° Moaetuale west Rd `1. naYetVale ManelYale Cad oif Rd TELEPHONE x WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO 4 t. STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE 11, THE 54.3 ACRE TRACT IS WOODED. 1 UO 50 0 100 200 300 GAS LINE G f " I °+� x EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY 12, PAGIS MONUMENTATION WILL BE PROVIDED WHEN FINAL PLAT IS FILED. pa �I,ao„pr FENCE LINE DITCH LINE AFFECT THE USE OR DEVELOPMENT OF THE TRACT. ' -- 13. PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL r , j� M•n,Rq SCALE: 1" = 100' PowER POLES ° PRIOR TO START OF WORK, OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY R,e1a c1 c WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT (501) 379-1.817 01ayiNackRd Ya<b••'r�" GTTER C E K EA-9T BOUL D 25R FOUND 1_/2" REBAR (DERRICK BERFIELD). x -/ E - --- - ---- 14, A GRADING PERMIT WILL BE REQUIRED PRIOR TO ANY LAND CLEARING OR I _) SS `kQKH_W �T CO _ �DtU LOT--_ Alexander Rd _ �Nexanda(.Rd TaOal•n°(7, a�°re Ra � - SS ------------- SS OTTER CREEK INDUSTRIAL PARK � GRADING ACTIVITIES AT THE SITE. SITE GRADING AND DRAINAGE PLANS WILL --; F, _: g OWNER --- NEED TO BE SUBMITTED AND APPROVED PRIOR TO THE START OF CONSTRUCTION, " a...veRo BIRD COLD STORAGE PARTNERSHIP _ - 15, OBTAIN A NPDES STORM WATER PERMIT FROM THE ARKANSAS DEPARTMENT OF 11219 FINANCIAL CENTER PARKWAY - f-�--_ ENVIRONMENTAL QUALITY PRIOR TO THE START OF CONSTRUCTION. �17u,.,a � FOUND 2' EBAIR l 4, Ce1t,,, LITTLE ROCK, ARKANSAS 72211 �o �- 16. STREET IMPROVEMENT PLANS SHALL INCLUDE SIGNAGE AND STRIPING. TRAFFIC °•""°""adsNxvr SOURCE OF TITLE: DOCUMENT # 90-12831 4.1 I �_��- � 17. ENGINEERING PLANS PRIOR TO CONSTRUCTION. \ VICINITY MAP cn 0 0 i E-1 E, HAS BEEN CLEARED FOR USE BY MAPPING AND OTTER CREEKY U GRAPHICS WORKS. SCALE: 1 "=4000' w _ 1 1 18. A DRIVEWAY WILL BE PROVIDED TO LOT 5 OTTER CREEK INDUSTRIAL PARK. �\ PROPOSED SEWER LINE INDUSTRIAL PARK 1 ° -L z 0 AREA 101 0I C 19, SEWER MAIN EXTENSION WILL BE REQUIRED WITH EASEMENTS, PROVIDE L T 5R o BY OWNER, FOR PROJECT. \ N LOT 10 0 E I BOOK PAGE 204 I w o u BOOK H, PAGE 353 0 LOT 5 w 20, ALL CENTRAL ARKANSAS WATER REQUIREMENTS IN EFFECT AT THE TIME OF \ LOT 8 BOOK o> �a REQUEST FOR WATER SERVICE MUST BE MET. A WATER MAIN EXTENSION WILL T BOOK E AKERS, EV RETT, STOUT, 1 PAGE 7 3 00 BE REQUIRED IN ORDER TO PROVIDE SERVICE TO THIS PROPERTY, A UTILITY OTTER CREEK BOOK F, c. GE 83i I PAGE 812 _ ANDS WYER, LLP 0 �o ANCO PROPERTI S, INC. A MIS M. TAT M EASEMENT OF PUBLIC RIGHT-OF-WAY MUST BE PROVIDED FOR INSTALLATION \ FUND N0. 1, LLC �ff� 1 LOT 7R A D WIFE; SYL IA G. ' LOT 4B OF WATER FACILITIES FROM OTTER CREEK EAST BOULEVARD, BIRD AD BEAR BOOK E I PHAS 1 \ FOUND 1" IRON PIPE WITH 1/k, REBAR ENTERP ISES, INC. I PAGE 508 , I BOOK C, PAG 419 -I \ \ SW CORNER OF SE 1/4 NE 1 4 60 ACCESS, U IT , AND 00 o I \ N O' 1'109"ESECTION 9, T-1-S, R-13 W 5' POWER LINE EASEMENT PE WILLIAM A. DUNKUM AND DRAINAGE So ENT I FOUND 1 2" REBAR 1 AR SJPR / / EXPLOSIVES, IN& G u 1 43 °- _ - ° O MENT 87=G1443C 0 N231o33EY 33909'UM oUND 1" IRON PI I 30.2' NORTH OF 1" IRO PIPEALAWEST-AL, LLC NORTHEAST CORNER LO 5, I LO 4AOP RTIES, WLC NW CORNER OF SE j4 NE 1�4 1 I 167.92__ _ - SECTION 9, T-1-S, R-13-W 0 QTTER CREEK INDUST_R BOOK PAGE 4p \ — " 541 .17' . ---- - -- - • 1043.83' - — — FOUND 1 2" RE -- - I 0��- W€5� Q - R o CORNIER 001 EO PIF_E N�4 PROPOSED FIRE HYDRANT - - - E}- 0 -- - - IR _ Js\ - _ --- - _-------- SECTIION 9, -1- S R r13-W �IL \ PROPOSED 2' WIDE DITCH 0 60' R.O.W. --- - \ WITH 34 SIDE SLOPES o 50' BUILDING SETBACK �4 1044.92' - - ,� 1 C' S87°3t' 8"E- I �o\, 0 00 w 15, UTILITY EASEMENT 50.0 1260.2 360 % p �� f \I �1,J L� I_ 350 ° c.'CID - i 7.5 ACRES o� 1 � I I �, 0l 40' DRAINAGE AND as I I I I IPHAqE2 1 I z Q0UTILITY EASEMENT ) 11w \O 50' BUILDING SETBACK QoG 4 3O o CO s 10 7 ACRES oQ o wl \ s w m I _ �It m \\\ I n-V F0_1�0 50' SOUTH OF LAND LINE R/W I U �\op 10 Cl) o �� / PLAT GARNER DATED GARNER 86 DRY3So 1 Q1U \ _k PROPOSED 8 WATER LINE /^ \ d PROPOSED FIRE HYDRANT / - n 6 a R. 21.5 ACRES w t H- I I �nh - D.A =6.7 ACRES S 0=51 CPS 6' 1- O m \ 20'x2o' DRAINAGE PLACE 36" RCP/ �Uo �n I \ EASEMENT I-2 ZONE C-3 ZONE �!00 \ I — 0 u e® 'lli ARK SAS we REGISTERED PROFESSIONAL o a ENGINEER �°k No 1 1262 �vtlt' �o�e�aoi� \\��Unluiln�� F�EGI STER6' , STATEOF ARK. AVAS • -- c � ', *'- fSY•'•E?..... C� "� o9NAL LAN zz+ \ N O N N t` fn R W C W : cc Z°ia� Y _ U U fr ZW LU 0> 01 • :3 to � w W tr m U) M w0 v m a Q f - - 11_I EASEMENT 1 IPROPOSED STORM DRAIN 00 �� 0 PROPOSED FIRE HYDRANT / I Q �- CERTIFICATE OF PRELIMINARY \ ` QOUg I I � —_ U) < ENGINEERING ACCURACY / /1� w I, Walter H. Spcul, hereby certify that this plat 0 PROPOSED SEWER LINE / / 1 I I ® J z a_U)Q i correctly represents a plat made by me, and that \ �- / �I 15' RIGHT OF WAY DEDICATION I i engineering requirements of the Little Rock '��lll __ -.- - rp ///////// SS r — ��=539.220 I i - Subdivision Rules and Regulations have been I � PER DOCUMENT #80- 177 _ I co W <[ CC 1 complied with. \ -- N00:57 15''W 498,28' 7 ;i R-350.0 : Q 143 6 15 UTILITY EASEMENT 30' UTILITY EASEMENT 130' X 110' DRAINAG —_ _ - 34 p I ; Q z i Date of Execution Walter H. 5 aul \ 20 UTILITY 7 EASEMENT ---� a p \ \ DETENTI N AREA-0.8 AC -FT I 1 ® LU 9 Engineer # \ EASEMENT \ I - D.A.=15.6 ORES w Re Istered i Arkansas _n Ineer 11, �, rn % r 3" / PROPOSED 2' WIDE DITCH I -,-r -- O PRE=38 CFS -30' UTILITY EASEMENT -- — ----- U `� �_ w 3 CERTIFICATE OF PRELIMINARY ; cq , WITH 34 SIDE SLOPES - - -� ---Q-POST- S 5.7 ACRES so•45'19'w N.� /'' _ i SURVEYING ACCURACY - - IZ i Walter Spaul, hereby certify that this plat correctly represents 75.90 ^ FOUND 1" ROD - - S� �� 09"W 1225t97`� - - 0 - - _ - �F f 50. I a boundary survey made or verified by me. That all surveying wi I I I �_ 1275 97' _ requirements of the State of Arkansas and City of Little Rock <<<T \ mll I Cc -- 0 ANGLE FOUND q Subdivision Rules and Regulations have been complied with and /> I E IRON - 7.6 ACRES ► �-- --- ---- �] that it has been filed for record as required. ❑ 0 ---------- -----------P 1� Date of Execution Walter H. Saul \ PROPOSED 2' WIDE DITCH 0 �330 _ o O��C� 1 WITH 34 SIDE SLOPES VV Registered Professional _ • _ A'� \ 20' DRAINAGE �� I 0 _ �, Land same - EASEMENT _- -_ j I D D LE M A G T 979 Arka' _ - l / ❑ r LAND DESCRIPTION a 1 A TRACK OF LAND BEING A PART OF THE BE 1/4, NE 1/4 AND THE SE 1/4, BE 1 ? APJD �J THE NE 1/4, SE 1 4 LYING NORTHERLY OF THE UNION PACIFIC RAILROAD RIGHT_U,. PLAY ALL „ •`20' DRAINAGES I 0 / / �0)/w1 SOUTH RANGE 13 WEST CITY OF LITTLE ROCK, PULAFI I OUN1Y, A EASEMENT O I• ' IN SECTION 9, TOWNSHIP ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS? / / - N �( 1 COMMENCING AT THE NE CORNER OF SAID SECTION 9. THENCE S 02'29'01" W 127' °. FEET ALONG THE \ \ &/ - I EAST LINE OF SECTION 9 TO THE POINT OF BEGINNING, THENCE CONTINUING ALONG THE WEST LINE OF � 1 o L SECTION 9 S 02'29'01" W 609.68 FEET TO NORTH RIGHT OF- WAY LINE OF THE UN .L' PACIFIC \ ( - Q3 _. p4 THE LITTLE ROCK S HO L DISTRICT i RAILROAD; THENCE ALONG UNION PACIFIC RAILROAD RIGHT OF -WAY S 56'35'38 W '298.40 FEE1 TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT; THENCE CONTINUING ALONG UNIOri PACIFIC o h�'�� • • / O� / OF PULASKI CO N Y, RKA SAS RIGHT-OF-WAY ALONG SAID CURVE HAVING A RADIUS OF 4,668.05 FEET AND A CHOPD BEARING AND \ ' DISTANCE OF S 582004 W, 317.48 FEET TO THE WEST LINE)I- SAID NE 1/4, SF I j 4; THENCE N \ �� / I - - _ 02'31'19" E 118.43 FEET TO A FOUND 1" IRON PIPE WITH 1/2" REBAR AT THE SW ORNER OF SAID SE DETENTION AREA=2.1 AC -FT I �w� 0 1/4, NE 1/4; THENCE N 02-31-33" E 1339,09 FEET TO A FOUND 1" IRON PIPE AT L+ NW CORNER OF p2 DAr36.7 ACRES SAID SE 1/4, NE 1/4; THENCE N 02'31'33" E 1340.22 FEET ALONG THE WEST LINE �'I SAID BE 1/4, NE O PRE-54 CPS \ / ' 1/4 TO A FOUND 3/4" IRON PIPE AT THE NW CORNER OF SAID HE 1/4 NE 1/a "II':-NCE S 88'46'44" \,\ v �O POST= 222 CFS _i,r. �__- 20' DRAINAGE E 745.45 FEET ALONG THE NORTH LINE OF SAID SECTION 9 l;) A FOUND ANGLE I' AT THE 11W 0 \ EASEMENT CORNER OF THE MABELVALE MIDDLE SCHOOL PROPERTY, THENCE S 2'07'09" W IL FEET iU A - FOUND 1" ROD AT THE SW CORNER OF THE MABEI-VALE MIDDU_ SCHOOL: THENCE 3817 554.45 o FEET TO THE POINT OF BEGINNING; SAID TRACT. OF LAND CON IAINING 54.279 AC.PI -, Sb4 d l i S. F )- �� \ ~- 190' DRAINAGE I I �— - - ---- - -- N EASEMENT 52'29'o i "W 609.68' — - POINT OF BEGINNING S2'2WO1 "W FOUND 1/2" REBAR o �� - 1277.50' J EAST 1/4 CORNER SECTION U I • 2684.8t' FUTURE RIGHT OF WAY OF SOUTH LOOP T-1-S, R-13-W \ - ZONE 1-2 a2 KANIS/OTTER CREEK PROPERTIES LIMITED PARTNERSHIP TRUSTEES OF THE CHURCH OF CHRIST, MABELVALE WEST MABELVALE, ARKANSAS INDUSTRIAL PARK LL MABELVALE CHURCH OF CHRIST I LITTLE _ROCK PLANNING COMP ISSI 326 6 ZOO$ PQVrQ SUBJECT TO THE CONC 6 i .f1 TH E T' L-ANMNG C M9 SSICXFd _ I' MiNUTER GDAT %t ° POINT OF COMMENCEMENT DY; FOUND 1/2" REBAR NORTHEAST DATE: l Z CORNER SECTION 9 T-1-S, R-1 3-W S•- 55- F} Job No. 05-911771 Date: OCT. 26, 2005 Designed by: WHS Drawn by: 3WB Sheet Number 1