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HomeMy WebLinkAboutS-0554-A Map 7E O 0 co Ln 0 N 0 0 0 0 Rpa a i6laittellayRd ' R6"tCv o --- ��$�{ CERTIFICATE OF PRELIMINARY LEGEND GENERAL NOTES Qokil.a{pr �3�' }A. PLAT APPROVAL SET 1/2" REBAR 0 1. •- BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, 5. ALL PROPERTIES SHOWN ON THIS DRAWING ARE ZONED 1-2 AND C-3. 9oe•YPar•4`�0t1* ®J' FOUND t/2" REBAR AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK. aSI A E'y�a Pa °r`''a t�� All requirements of the Little Rock Subdivision Rules and Regulations 6. WATER PROVIDED BY CENTRAL ARKANSAS WATER 0/ r G ASPHALT /1 s waa.�.Rd relative to the preparation and submittal to a preliminary lot having CENTERLINE 2, NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT 1 ARKANSAS 5 ! ?yl Q s p 'p p y p g 7. SEWER PROVIDED BY LITTLE ROCK WASTEWATER. 0� L o o a been fulfilled, approval of this plat Is hereby granted, subject to further STORM DRAIN THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 00 If $ Ea�I•or provisions of said rules and regulations. This certificate shall expire EASEMENT LINE 8. EASEMENT CALLED FOR IN DOCUMENT 86-71485 HAS REVERTED BACK TO ' REGISTERED tioN P, p 9 P 3, THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY � a1 o, CONTOUR LINE za5 U a r MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND PROPERTY OWNER. NO SPUR TRACK CONSTRUCTED WITHIN 48 MONTHS OF y PROFESSIONAL 1 Mfloroed Radwoonor DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS ZONE X FILING. \ 0 4 PROPERTY LINE - - a ENGINEER e skylark or 0 -------_------___----------------------------- BUILDING SETBACK "AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN". 9, LEASE AGREEMENT CALLED FOR IN DOCUMENT 2000025850 IS NOT LOCATABLE \,dah No 11262 `jv0000e Date of Execution L.R. PlanningSEWER LINE 9 WATER LINE 4, UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE ON THIS DRAWING BY THE RECORD INFORMATION IN THE DOCUMENT. Zl l0 sy ¢ a p's rdar•,aa Commission OH POWER LINE E OR DELINEATE; ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS ��R Si<�y® utter Crock94vd ° MabolvaleWest Rol `� m 10. 1310 L.F. OF STREET (INCLUDING 418 L.F. IN THE 60 ACCESS EASEMENT m ma MabUvaleC0OfAd TELEPHONE WHICH MAY AFFECT DEVELOPMENT THOUGH THEY MAY EXIST. NO Tas „wn 4 N x S, OR THE 11. THE 54.3 ACRE TRACT IS WOODED. 1IIIIIw ' 00 50 0 100 200 300 GAS LINE G SXISTENCETOF UNDERGROUNDIS MADE NCONTAINERSING FOREFACILDIIESNWHICH MAY �E�ISTfRFQr'', p4 +` x 12. PAGIS MONUMENTATION WILL BE PROVIDED WHEN FINAL PLAT IS FILED. `.` FENCE LINE � s h ii AFFECT THE USE OR DEVELOPMENT OF THE TRACT.•'• ••• '; q DITCH LINE 13. PLANS OF ALL WORK IN RIGHT-OF-WAY SHALL BE SUBMITTED FOR APPROVAL '*STATE OF c POWER POLES PRIOR TO START OF WORK. OBTAIN BARRICADE PERMIT PRIOR TO DOING ANY ARKANSAS I. °A"ma,J RutaCl CALF: 1' = 100' WORK IN THE RIGHT-OF-WAY FROM TRAFFIC ENGINEERING AT (501) 379-1817 �' / ,� CpyrnocRRd Yub.nyL11 310—ITER C E K EAST BOUL D 25R � FOUND 1 '2" REBAR` I _(DERRICK BERFIELD). - SS --- INWEST CO R LOT 5 14, A GRADING PERMIT WILL BE REQUIRED PRIOR TO ANY LAND CLEARING OR v Alexnnuer Rd A1•xal•r fid TaQal.rro tlr i11N51bW0 d -. — ' q R SS -- SS OTTER CREEK INDUSTRIAL PARK GRADING ACTIVITIES AT THE SITE. SITE GRADING AND DRAINAGE PLANS WILL ,�s3 •�•� H. • OWNER NEED TO BE SUBMITTED AND APPROVED PRIOR TO THE START OF CONSTRUCTION, S ewun R4 HIRD COLD STORAGE PARTNERSHIP •� _ �i"'+n7 q©NAi t. AhiQ a� - --- -- - 15. OBTAIN A NPDES STORM WATER PERMIT FROM THE ARKANSAS DEPARTMENT OF utulllntl" z ,> +.ne. I1219 FINANCIAL CENTER PARKWAY - � -'--------_._ s Ole "ro'r",y6n = vw,.a. FOUND - 2 EBAR - - ENVIRONMENTAL QUALITY PRIOR TO THE START OF CONSTRUCTION. � LITTLE ROCK, ARKANSAS 72211 �o Bunn, ad - - 16, STREET IMPROVEMENT PLANS SHALL INCLUDE SIGNAGE AND STRIPING. TRAFFIC Dom_ § e,PH C1 Fytt a 101 _- -- _ -- _- �oosNwvre SOURCE OF TITLE DOCUMENT # 90-12831 I ENGINEERING MUST APPROVE COMPLETED PLANS PRIOR TO CONSTRUCTION. \ VICINITY MAP 0 o I--- 17. STREET NAME, WARRIOR DRIVE, HAS BEEN CLEARED FOR USE BY MAPPING AND � SCALE: 1"=4000' I OTTER CREEK 1 � � GRAPHICS WORKS. PROPOSED SEWER LINE INDUSTRIAL PARK biz ° - 18. A DRIVEWAY WILL BE PROVIDED TO LOT 5 OTTER CREEK INDUSTRIAL PARK. ° I o w AREA 101 L T 6R I �I� 19. SEWER MAIN EXTENSION WILL BE REQUIRED WITH EASEMENTS, PROVIDE O N LOT 10 ° # o' a- w I BY OWNER, FOR PROJECT. (N o ZO E BOOK PAGE 204 w 0 N BOOK H, PAGE 35.3 o LOT 5 w 20. ALL CENTRAL ARKANSAS WATER REQUIREMENTS IN EFFECT AT THE TIME OF \ LOT 8 BOOK �' o> �q REQUEST FOR WATER SERVICE MUST BE MET, A WATER MAIN EXTENSION WILL w E T `" I BOOK F AKERS, EV RETT, STOUT, w v� BE REQUIRED IN ORDER TO PROVIDE SERVICE TO THIS PROPERTY. A UTILITY OTTER CREEK BOOK F, PAGE 8.31 PAGE 812 ANDS WYER, LLP ° PAGE 7 3 0o ANCO PROPERTI S, INC. Q FUND N0. 1, LLC --- A VIS M. TAT M I m� EASEMENT OF PUBIC RIGHT-OF-WAY MUST BE PROVIDED FOR INSTALLATION < Ei I LOT 7R A D WIFE, SYL IA G. ' LOT 4B OF WATER FACILITIES FROM OTTER CREEK EAST BOULEVARD, W z BIRD AD BEAR BOOK E PHAS 1 s .__ FOUND 1" IRON PIPE WITH 1/�2" REBAR ENIFRP ISES, INC. PAGE 508' �+�+ I BOOK C, PAG 419 ,■, � 5 \ \ SW CORNER OF SE 1/4 NE 1 4 I 6� A CESS, U I IT , AND CO iii Q ° SECTION 9, T-1 -S, R-13 W 5' POWER LINE EASEMENT PE WILLIAM A.oDUNKUM AND DRAINAGE S ENT Z ~ Y DOCUMENT 87-01443 ° MARY G. DUNKUM I FOUND 1/2° REBAR AR S o I / / U 0) EXPL SIVES, INC. & G u / O N 143 °_ - ° __ FOUND 1jOIRON Pi�E �' 30.2' NORTH OF 1" IRO PIPE ALAWEST-AL, LLC U i \ 1 43 - 767.7 2 _ J�O - - N2°31 o33"E 1339,09' NW CORNER OF SE 1 4 1tlE�1/4 NORTHEAST CORNER LOT 5 LO 4A PR ES, LLC OP RTI \\ - - -- --- -- - _ - SECTION 9, b-1-S, R_ 13-W ° OTTER CREEK INDUSTR BOOK PAGE 419 0 , 1043 83' ,`�� P131'3D - - - - -- - _-= FOUND 1 I ... -- •'' - "`' ,_ --_. _ 2„ REIRFOUND /4' IR01�-P1P� I� ��PROPOSED FIRE HYDRANT --- ' -- - _S4 a_a LNI-F LLBo COR ER OF,(VE 1 r4 NE 1/4 4> d \ PROPOSED 2' WIDE DITCH (50`_ ON 9, -1-S, R-13-W P o g 60' R.O.W. - - -- SECTI M �- a WITH 31 SIDE SLOPES 50' BUILDING SETBACK - S87°31' 8"E 1044.92' 0..1 W M �\\jo w 15' UTILITY EASEMENT 50:Op' 360LIJ ��p o w 111 � r�i p I ^ 1260.20' SwF_ 3So u,co 7.5 ACRES 0 T \ 40 DRAINAGE AND ro emu! I I PHASE 2 \ UTILITY EASEMENT a 2� _� r I I oz� �� Q i �n �� \ 1Q 7 ACRESp 50' BUILDING SETBACK - m v Q �� Q v S\ o a 0 W a Cam•— f y� o�`so I M _. O o - SOUTH OF LAND LINE R/W ° 50 SO ) _ - tp I AS SHOWN ON A PREL'MINP.RY O V)-1 f �� O PLAT MADE BY GARNER AND 3S0 U I r7 Co co Z6 PROPOSED 8' WATER LINE / N GARVER DATED JULY 1986 _5 Q1 'o \ �. \ s PROPOSED FIRE HYDRANT �� 21.5 ACRES PONDLJ DA =6.7 ACR S S Q=51 CFS ) I S6 $6„ W I Ln O % m,,s' \ 20'x20' DRAINAGE PLACE 36' RCP 00 • W vv �— a\ EASEMENT I � I I-2 ZONE C-3 ZONE 4 �-10' UTILITY ud / \ oA 1 T EASEMENT , PROPOSED STORM DRAIN -__ _ W d \ PROPOSED FIRE HYDRANT h 0 Q �/ .-'/ I— ' CERTIFICATE OF PRELIMINARY Q CL \ � 7003 ° ENGINEERING ACCURACY �, 8� 10 w j a I, Walter H. Spoul, hereby certify that this plat \ PROPOSED SEWER LINE U) / I z Q Correctly represents a plat made by me, and that \ o o engineering requirements of the Little Rock `c \ 15' RIGHT OF WAY DEDICATION ��^ } X Subdivision Rules and Regulations have been �— - SS SS L=539.22' oa 1 PER DOCUMENT #80-171 VJ W Q C[ nl complied with. U. �- ' 1,100:57'15"W 498:28' '/ R=350.00' m 30' UTILITY EASEMENT 130' X 110' DRAINAG Q Z Q - _-- \ 20 UTILITY \ 743 6j, / 15' UTILITY EASEMENT EASEMENT-----.► 340 Date of Execution Walter H. Saul EASEMENT - ---� z Registered Spoul # 11,262 \ V �� I �__�D_E[-0M N AREA-0.8 AC -FT I CC o Arkansas ° �3� D.A.=15.6 CRES w - Y CERTIFICATE OF PRELIMINARY PROPOSED 2' WIDE DITCH I - - -- --- O PRE=38 CFS 30' UTILITY EASEMENT J J ° ~II WITH 34 SIDE SLOPES - -- -7 - -- c-aOST- S L W o SURVEYING ACCURACY 5./ ACRES SO°45'19"W N. _ a I, Walter Spaul, hereby certify that this plat correctly represents TL_ 75'90 FOUND 1" ROD J S2 T'� �g W 1-- 2 7__ I / o a boundary survey made or verified by me. That all surveying y 4 50.II requirements of the State of Arkansas and City of Little Rock ) -- - - a - i- ---- FOUND ANGLE IRON M c Subdivision Rules and Regulations have been complied with and ) I a that it has been filed for record as required. p Y\\ �' 7.6 ACRES ° W Co E�l o---------------------------------- o z Date of Execution Walter H. Spoul \ PROPOSED 2' WIDE DITCH ° _ °320 ° T= I o Registered Professional 20' DRAINAGE I WITH 3:1 SIDE SLOPES ° I oti u Land Surveyor EASEMENT LAND DESCRIPTION # 979 Arkansas IDDLE MAOf T a A TRACK OF LAND BEING A PART OF THE NE 1/4, NE 1/4 AND THE SE 1/4, NE 1 4 ANDL\ THE NE 1/4, SE 1/4 LYING NORTHERLY OF THE UNION PACIFK RAILROAD RIGHT %AY ALL \ '� °�;';'20' DRAINAGE , ° - - _ _ -TRUSTEES of THE IN SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST, CITY OF ITTLE ROCK, PULASKI 'OUN F \ P % ! ' EASEMENT LJ CHURCH OF GHRIST, MABELVALE WEST ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS \ % _� - N / — MABELVALE, ARKANSAS p EAST LINE OF SECTION 9 TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG i 7.5 FEET ALONG THE ,4 / 0 a INDUSTRIAL ARK SECTION 9 5 02'2901° W 609.68 FEET TO NORTH RIGHT OF -WAY LINE OF THE UpI_p,1E WEST WJE OF \. ` / rr) Ln � COMMENCING AT THE NE CORNER OF SAID SECTION 9; THENCE S 02'29'01' W �27 a PACIFIC oa - o RAILROAD; THENCE ALONG UNION PACIFIC RAILROAD RICHT OF -WAY S 56 35 38"W. !298 40 FEET TO THE O� I� CO THE LITTLE ROCK S HO L DI TRICT > v= r - W _ " 7 BEGINNING OF A TANGENT CURVE TO THE RIGHT; THENCE CONTINUING ALONG l {IIC . r,ACIFI-C ° T \ 40/ / O OF PULASKI CO N Y. RKA SAS RIGHT—OF—WAY ALONG SAID CURVE HAVING A RADIUS OF 4,668.05 FEET AND A Gf l) BEARING AND \ \ h I o DISTANCE OF S 58'20'04" W, 317,48 FEET TO THE WEST LINE OF SAID NE 1/4, -E ,/4; THENCE N- 02'31'19" E 118.43 FEET TO A FOUND 1" IRON PIPE WITH 112" REBAR AT THE SW ORNER OF SAID SE cu / DETENTION AREq=2.1 AC -FT 11" 1 ° 1/4, NE 1/4; THENCE N 02°31'33" E 1339.09 FEET TO A FOUND 1" IRON PIPE AT FHF NW CORNER OF \ p2 DA.-36.7ACRES 5 SAID SE 1/4, NE 1/4; THENCE N 02'31'33" E 1340.22 FEET ALONG THE WEST LINE JI SAID HE 1/4, NE \ 0 PRE-54 CFS - > �� Job No. 05-911771 1/4 TO A FOUND 3/4" IRON PIPE AT THE NW CORNER OF SAID NE 1/4, NE 1/4 iIIENCE S 88°46'44" OPOST= 222 CFS _� _ 20' DRAINAGE v E 745.45 FEET ALONG THE NORTH LINE OF SAID SECTION 9 TO A FOUND ANGLE IRON AT THE NW EASEMENT \,, MABELVALE Date: OCT. 26, 2005 o CORNER OF THE MABELVALE MIDDLE SCHOOL PROPERTY; THENCE S 2'07'09" W 12 FEET TO AL FOUND 1" ROD AT THE SW CORNER OF THE MABELVALE MIDDLE SCHOOL' THENCE ?K'38'17' E b59.45 I ( OC£ CHURCH OF Designed by: WFis o I FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CON FAINING 54,279 ACp G4,414 S. r.1. NO N 1EA DRAINAGE I .' a CHRIST - ` Drawn by. B.WB ------- .__ _ ----- - -- Sheet J 1 �. _ - S2 29 01 "W umrr r --_ 2'29'0 7 "W 609.68' POINT OF BEGINNING N FOUND 1/2" REBAR rU - 1277.50' 32Q- o No �N - - - - - - ttTTLE ROEff PLAiVftING Ct)Mrt tS�+OPJ --- -- 320 - - - - ------ 1Pr^ tF �'I ECLTQTiiEOQiIDTlrOid� EAST 1/4 CORNER SECTION 9 p 2684.81' FUTURE RIGHT OF WAY OF SOUTH LDOP `T7,0it" I _ T-1-S, R-13-W ZONE 1-2 p2 PAIN ORDDATED (j POINT OF C`OMMENCEMENI j FOUND 1/2" REBAR NORTHEAST BY: 1<ANIS OTTER CREEK PROPERTIES CORNER SECTION 9 T-1-S, DATE: 0� I I R-13-W n LIMITED PARTNERSHIP {