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HomeMy WebLinkAboutS-0554-A Map 9�„ -•rrHtisalua,IkyRa R. .ew 0— 2100 LEGEND CERTIFICATE OF PRELIMINARY ❑asmaaipr 3°°°' PLAT APPROVAL SET 1/2" REBAR svP*11 x'1`"A, -'•aa „ni%` �c�`a- o� FOUND 1/2" REBAR Pa or �, ,,� G Yn Sap,'°fib All requirements of the Little Rock Subdivision Rules and Regulations ASPHALT weax""end °4y - £ relative to the preparation and submittal to a p p preliminary plat having CENTERLNE — o � been fulfilled, approval of this plat is hereby granted, subject to further STORM DRAIN raa'ep�'asm„or - provisions of said rules and regulations. This certificate shall expire EASEMEN- LINE u. +-3d 'v s taYae,n Z, o CONTOUR LINE :. n "' •� : Moore Rd Rem•raed Dr PROPERTY LINE - - x sk lark r BUILDING SETBACK — a a uegaors SEWER LINE a alai , Date of Execution L.R. Planning air IIr d a WATER LINE o Commission OH POWER LINE 41 otter Creek Riatl a '°s• _I O'f Rd tv7a6eWale West Rd -�; hla6ely-aie a Mabelwale s TELEPHONE x dr=rve4wn a Wyk -" 100 0 100 200 300 GAS LINE Gx $ Shiloh or �. FENCE LINE DITCH LINE z Rr OWER-POLE_, ' q} sga ' SCALE; 1" = 100' P ""°O` a 1-—��TTER C E K SS EAST BOUL p"___ ` z5R a THIS SITE claw"""� Ra r „rh•„Y 4� Y �� - �- q D ,,.Alexander Rd �AI,M»nder Re Tallal•,ru Or N,pyhor"Ra SS S S 5 or OWNER - S _ _._ Y 8,auhR4 BIRD COLD STORAGE PARTNERSHIP 11219 FINANCIAL CENTER PARKWAY — — s LITTLE ROCK, ARKANSAS 72211 o FOUN 2-", PAR ~�-_- ��"nnemra le - SOURCE OF TITLE: DOCUMENT # 90-12831 f' c v VICINITY MAP -' O t SCALE: 1 "=4000' OTTER CREEK ° u PROPOSED SEWER LINE I INDUSTRIAL PARK AREA 101 LOT 6R �" \ (, Np Li LOT 10 / ZONE I BOOK , PAGE 204 I 0 BOOK H, PAGE 353 0 LOT 5 i f LOT 9 -'' BOOK E" K TT, STOUT, I%BOOK �' LL A ERS, EV RE TO ANDS WYER, LLP ° PAGE 7 3 F \� OTTER CREEK I BOOK F, PAGE 831 PAGE'812 \ FUND N0. 1, LLC I tj LOT 7R A D WI E, SYL A G. , BIRD AMD BEAR BOOK E y`' I PHAS 1 \ \ FOUND 1" IRON PIPE WITH 1/�" REBAR ENTERP ISES, INC. PAGE 5Q o SW CORNER OF SE 1/4 NE 1 4 y- - I 60 O ER CR E OUTI- ° SECTION 9, T-1-S, R-13-W - 15' POWER LINE EASEMENT PE <' WILLIAM A0DUNKUM AND ROAD R \ 2*�1'19"E a DOCUMENT #87-014431MARY G. DUNKUM 118,43 - -- r FOUND 1"OIRON "t , 130 .0 -p - - �� �-N2'31'33"E 1339.09' ° ' NW CORNER OF SE 1 4. \ - - SECTION 9, -1' i 1 R„ EXIISTING - �/ - ! ��� k SETBACK- . �Q\ 4J vl " 1 :7 ACRES LU w /UTILITY EASEMENT UJI �C�j-,� `\Y 00I\P N2'-31 43"E 833.21' PROPOSED W WATER LINE � - D FIRE HYDRANT E I w79. DA.-6.7 ACR� �UTILDRRi` EASEMENT � `+ 20'x20 DRAIN AGE NE AND Pi 0'S1 CFgS�s f EASEMENT M-� J/ 4.3 ACRES co I;I Es , o l oA N ME 4i 1 CERTIFICATE OF PRELIMINARY GENERAL NOTES 1, +- BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, 5. ALL PROPERTIES SHOWN ON THIS DRAWING ARE ZONED 1-2 AND C-3. AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK. 6. WATER PROVIDED BY CENTRAL ARKANSAS WATER, 2. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT 7• SEWER PROVIDED BY LITTLE ROCK WASTEWATER. THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY 8. EASEMENT CALLED FOR IN DOCUMENT 86-71485 HAS REVERTED BACK TO MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND PROPERTY OWNER. NO SPUR TRACK CONSTRUCTED WITHIN 48 MONTHS OF DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS ZONE X FILING. "AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN", 9, LEASE AGREEMENT CALLED FOR IN DOCUMENT 2000025850 IS NOT LOCATABLE �t�`a,F 4, UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE ON THIS DRAWING BY THE RECORD INFORMATION IN THE DOCUMENT. OR OR DELINEATE: ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMSwrE� 10. 1310 L.F. OF STREET. �i 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 7P%N EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY 12. PAGIS MONUMENTATION WILL BE PROVIDED WHEN FINAL PLAT IS FILED. Fy AFFECT THE USE OR DEVELOPMENT OF THE TRACT. 13. PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL PRIOR TO START OF WORK. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT (501) 379-1817 i` (DERRICK BERFIELD). P02" REBAR R W ST CORER rnT• a.....,._"_ 14. A GRADING PERMIT WILL BE REQUIRED PRIOR TO ANY LAND CLEARING OR � Jam- OTTER CREEK INDUSTRIAL PART( GRADING ACTIVITIES AT THE SITE. SITE GRADING AND DRAINAGE PLANS WILL NEED TO BE SUBMITTED AND APPROVED PRIOR TO THE START OF CONSTRUCTION, 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 ,1 f" ENGINEERING MUST APPROVE COMPLETED PLANS PRIOR TO CONSTRUCTION. 17, STREET NAME, OTTER CREEK SOUTH ROAD, HAS BEEN CLEARED FOR USE BY MAPPING AND Isl, �, j GRAPHICS WORKS. !! I I'• 18. 3 DRIVEWAYS WERE PROVIDED TO LOT 5 OTTER CREEK INDUSTRIAL PARK. + 19. SEWER MAIN EXTENSION WILL BE REQUIRED WITH EASEMENTS, PROVIDE BY OWNER, FOR PROJECT. w • 20, ALL CENTRAL ARKANSAS WATER REQUIREMENTS IN EFFECT AT THE TIME OF "10 REQUEST FOR WATER SERVICE MUST BE MET. A WATER MAIN EXTENSION WILL M0 i ANCO PROPERTI S, INC. \, BE REQUIRED IN ORDER TO PROVIDE SERVICE TO THIS PROPERTY. A UTILITY �o I EASEMENT OF PUBLIC RIGHT-OF-WAY MUST BE PROVIDED FOR INSTALLATION 00 LOT 4B OF WATER FACILITIES FROM OTTER CREEK EAST BOULEVARD, to BOOK C, PAG 419 - 21 EACH LOT WILL BE REQUIRED TO PROVIDE STORM DRAINAGE DETENTION. AR SJPR FOUND 1/2" REBAR EXPL (YES, IN30.2' NORTH OF 1" IRO PIPE `4 \NORTHEAST CORNER LO 5, LO4ATTER CREEK INDU TR �BOOKPAGE 0 o I 80' ROW - 15' UTILITY EAS�MENT '. (PHASE 2 50' BUILDING SETBACK ,` 21.5 ACRES POND w/I 1-2 ZONE - I ; YPIOIOSEID STORM DRAW 0 ENGINEERING ACCURACY \ '� 1 "� - 19 ✓ ,�•- o PROPOSED SEWER, LINE I, Walter H. Spoul, hereby certify that this plat 0 V�\ V o I �o correctly represents a plat made by me, and thg �'' `) engineering requirements of the Little Rock \ a), - engineering SS SS L=539.22'00 Subdivision withules and Regulations have been �• — N00:57'15'W 510.36' R=350,00' \ ` ?p gym. \ 20g Is UTILITY EASEMENT 30' UTILITY EASEMENT o Date of Execution Walter H. Spaul .Q EASEMENT Registered Engineer 1 # 1 ,26 2 Arkansas ° n # 1 s` �'� °' D 2' WIDE DITCH I �` a CERTIFICATE OF PRELIMINARY �I .\ WRH a1 SIDE SLOPES T SURVEYING ACCURACY 57 ACRES S0'4519"W % pv• o f 63.64' / \\ FOUND 1 " ROD A ..y I, Walter Spaul, hereby certify that this plat correctly represents` ` ' a a boundary survey made or verified by me. That all surveying ° requirements of the State of Arkansas and City of Little Rock p _ �II W Subdivision Rules and Regulations have been complied th and r 7.5. ACRES that it has been filed for record as egred. \ �- 1 �'' r N . j \ •I ! I c o\ V, 130' X 110' DI EASEMENT a Date of Execution alter Spoul \ S / ' -". PROPOSED E2' LOPES - Registered Profess nal \6\ 20 pRppNq^,E DITCH Land Surveyor a # 979 Arkansas EASEMI=NT m LAND DESCRIPTION A TRACK OF LAND BEING A PART OF THE NE 1/4, NE 1 4 AND THE SE 1 4, NE 1/4 AND `+ + �Y, i ---- `••• �L� �h� �� V / 'S / / / \+ THE NE 1/4, SE 1/4 LYING NORTHERLY OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAY ALL o\�E 2O DRAINAGE ° o IN SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY EASEMENT o 00 a ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: !j \� ' /J• \ ^ 10 0 0 COMMENCING AT THE NE CORNER OF SAID SECTION 9; THENCE S 02'29'Oi" W 1277.5 FEET LONG THE ,• \ ` \\ ` / 1, EAST LINE OF SECTION 9 TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF �\` + �� :D+D ' \�i i r � 1 I 2 SECTION 9 S 02'29'01" W 609.68 FEET TO NORTH RIGHT-OF-WAY LINE OF THE UNION PACIFIC ��� `v, �\ ,': Cp� "`•_--_�^' t _00 up RAILROAD; THENCE ALONG UNION PACIFIC RAILROAD RIGHT-OF-WAY S 56'35 38 W, 1298.40 FEET TO THE O N PACIFIC <b.. ... I V) , w BEGINNING OF A TANGENT CURVE TO THE RIGHT; THENCE CONTINUING ALONG UNIO �i�3_...,- CD RIGHT-OF-WAY ALONG SAID CURVE HAVING A RADIUS OF 4,668.05 FEET AND A CHORD BEARING AND �VZ�� DISTANCE OF S 58'20'04" W, 317.48 FEET TO THE WEST LINE OF SAID NE 1/4, SF 1/4; THENCE N� A r o ° 02'31'19" E 118.43 FEET TO A FOUND 1" IRON PIPE WITH 1/2' REBAR AT THE SW CORNER OF SAID SE \ r �j DETENTION AAREA -21 AC`- _ owe `� r / 0 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 ! \ , '� DA-36.7 ACRES 0 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 ` \ + h 1 O POST- 222 CFS ,� � O PRE-54 CFS 00 0 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" �� \� ` `` / ti _� 20'DRAINAGE / 0 E 745 45 FEET ALONG THE NORTH LINE OF SAID SECTION 9 TO A FOUND ANGLE IRON AT THE NW 1 EASEMENT I 'IES, LC \ ALAWEST-AL, LLC i� " - -- FOLiND 4' fR0 IPE IfWW FOUND 1/2 RER /, - o it \ - -- ---- 50o COR R OF, E 1/4 NEJ1 4 600 - ° SE`1IEN 9,, -1-S, F=13-W I , z JT Q Qo C i _p AR DA=15.6 CRE 0 PRE-38 CFS E� ., .I � Lam- o CORNER OF THE MABELVALE MIDDLE SCHOOL PROPERTY; THENCE S 2'07'09" W 1275.97 FEET TO A \ \ ~• `_ SCHOOL; THENCE S 88'38'17" E 559.45 FOUND 1° ROD AT THE SW CORNER OF THE MABELVALE MIDDLE s a I W � FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 54.279 ACRES (2,364,414 S. F.). �� �; `-- ``•�-. j� J , k 609.68' T� POINT OF BEGINNING 29'0'1"W a o FOUND 1/2" REBAR '.,. _ _..._.� l`.\ -_ - S1277.50' i I c 0 SECTION 9 K� l..-�_ .. .__ - - - EAST 1/4 CORNER2s 4a1 FUTURE RIGHT --OF WAY OF T a� _ _ SOUTH L Q \, ; \ _ ZONE -- " KANIS/OTTER CREEK -PROPERTIES J m \\ LIMITED PARTNERSHIP a o .. X,\ ; X ENGINEER i 9� E0 1 1262A��' ?' 4 g S i� ,�``�EGISTERFp� -***STATE yOF ; .• 1Lti LO� NA0��``� 0 1 50' SOUTH OF AS SHOWN ON .LAND LINE R/W I I-©'�'-' o CARVER DE BY JURY PRELIMINARY S I n O w 5 U � PLAT MADE BY CARVER AND 9 0 i � � Q LEI =Q - � F 0 MM t �In Co U 15' RIGHT OF WAY DEDICATION J PER DOCUMENT #80-171 i \ `^.. 340 I V J A-0.8 AC -FT LLJ \ 30' UTILITY EASEMENT ----- r Q y. "09"W 1225.97" FOUND ANGLE IRON __.. —� -` IDDLE MA­G T N TRUSTEES OF THE N O N N r` (ti Q o Z �z�, W � Y � ■■ Z O 0) 4 Ll ��IfI/ 0 � ZI,J ^' z� J W J SLUM W � w o CS~to to o LU to m O r O r Q Q } z Q z Q Y U I LU LU 11 J C) J w CO LU rr !"4_ _ _ J MABELVALE, CHR sas MABELVALE WEST INDUSTRIAL PARK THE LCO N R LITTLE ROCK 5 HO LDITRIC-T----- -- f A SAS -' Job No. 05-91-1772 MABELVALE Date: MARCH 2O07 CHURCH OF Designed by. WHS CHRIST Drawn by. BWB I - " Sheet Number i 0 0 3 ° _.:. POINT OF COMMENCEMENT FOUND 1/2" REBAR NORTHEAST '"{� = `•----- " CORNER SECTION 9 .T-1-S, G� •, r /� —' R-13-W y 3 lz�)01