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HomeMy WebLinkAboutS-1028-A Map 7Engineering • Planning Land Surveying Landscape Architecture 1 5- RPER 2' TURN LANE IMPROVEMENT TO BE VIDED ALONG HINSON ROAD FRONTAGE MASTER STREET PLAN REQUIREMENTS CORNER HINSON ROAD N 00°12'50" E NOT SET TW' R/W S 89°55'24" E 40.00' 290.03' P, ARCEL A III °GC•I1A" r5' SIDEWALK ALONG BACK OF QURB BACK OF CURB -- PROPOSED S' `- ` R/W DEDICATION -PROPOSED' + I( THIS PLAT R/W DEDICATION I THIS PLAT ---- i 25' BUILDING SETBACK - 15' UTILITY EASEMENT • I I I - LDED(CATION THIS PLAT -� CID• I. + LOT N2 N LOT tMi I 3 cli - ±1,10 ACRES #1.38 ACRES i o I �.. 'U C40 , 6.ae •c.f.s. NI o/ I N PARCEL A PARCEL B w I I 7.537 AC t 1.514 AC t CID 5' SIDEWALK ALONG I - - N' I I I BACK OF CURD to O/ 4' SIDEWALK ALONG r- ,., I BACK OF R/W LINE O °O 10, UTILITY EASEMENT I • 0.73 o.fs. - Z 4 0• DEDICATION THIS PLAT 25' BUILDING SETBACK 10,.- - PUBLIC STREET RIGHT-OF-WAY -- I DEDICATIONS THIS PLAT i \` T- -- -' - • 5' SIDEWALK ALONG IP FD, N 1 E 1 Q \ i -T---------- ' BACK OF CWRB '_ ____/// IPF 180' _- - S\ - H w 153__ Y_ FH r---�.�=- - - e- 192 w 277J -' I 10' UTILITY EASEMENT & O.fjlE P DEDICATION THIS PLAT- -� R OSED 30' STREET ASPHALT 58'28"/ t 16 G. 51 WITH CURB AND QUITYM Q70: 20.76 o.fs. LOT #9_ � � - - - -128- - - -0,47 ACRES i I �= - - __ P F° N 89°2a'17' W 255.58' 10'.•UTILITY AND DRAINAGE } ' II a I EASEMENT DEDICATION THIS PLAT - -F 5' SIDEWALK LINE ALONG I L � BACK OF CURB II - -- .74 L T N3 I b to le' UTILITY AND AINAGE EASEMENT - I �� 'n f`� �.. DEDICATION THIS PLAT j I I� - 0. 6 5 ACRES I to CO cli i Off--I�} I N �I +.0.48 ACRES WI I�, 1.:-do al h ,,, 15'UTILITY :EASEMENT LU 'I I DEDICATIp}J THIS PLAT_I ALL PROPOSED LOT CORNERS WILL BE MONUMENTED WITH SET IRON PINS (IPS) ' I 1 " I I i I O • / 28.77 c.f.s. M i__ ---- 17 ---- --JN GT01ns L ------ O 155' to O t-15' UTILITY AND DRAINAGE EASEMENT I I. 16' UTILITY AN 0 DRAINAGE I` ° Z I DEDICATION THIS PLAT I I I (EASEMENT DEDICATION THIS PLAT O I •1 ' O GO „ LOT $7 I 1° LOT N4 I ALL LOTS IN THIS SUBDIVISION ARE +0.40 ACRES I REQUIRED TO PROVIDE DETENTION t0.45 ACRES / ( - I STORAGE FACfLITIES ON SITE J5' SIDEWALK ALONG BACK OF CURB 1 ' \ I r 1 O 2 1 3.80 C.fs. S 87°02'2�7„ - .-- / ^.`t _ 14971,37 ' � - � ' � 132' P FD. SE7 Z„ � -�`�, -� \ , 15'UTIUTY EASEMENT I. •�, �_` ._\ �� / DEDICATION THIS PLAT %,,3.72 c.f.s. 1 END OF SIDEV;Xt%cli / I IPF 6 } I LOT #5 I 9`6'Sw j l.03 ACRES I I +1.35 ACRES I IPF to 1 i PARCEL A 7.537 AC + o Z j-----10' _UT9UTY EASEMENT I � I 1O'U%ATY EASEMENT ---I DEDICATION THIS PLAT I I DEDICATION THIS PLAT - m I 1{'Ui'1LITV EASEMENT I _ TD®ICATION THIS PLAT ' _J �L-J T- - - - r 248'', cGT IP FD. S 89°45'45" W 437.1(Y I ; i I _ 1 LSET ORNER, W 1/2, W 1/2, NE 1/4, 4, SECTION 33, T-2-N, R-13-W SED PAGIS MONUMENT ...� 208.52' IPF PROPOSED 18' HALF STREET IMPROVEMENT 10809 Executive Center Dr. Suite 2 10 Little Rock, AR 72211-6021 Telephone 501-221-7880 Fax # 501-2214882 .'.f1JTi: ��,�il��, I,V�j�E If.� va•[a' ++..��-Jj.A. �:CONSULTANTS, INC. ow ✓� EXISTING WWI � .� •' i �;� :r DRAWN .. ROW BR41 PROPOSED CENTER OF 60' R/W z d � PROPOSED PAGIS MONUMENT I I� N 89057'04" W 39.45' F D. PROPOSED 12.5' R/W DEDICATION THIS PLAT i 00009'58" W 40.00' O I� c 1. a > O O cr O IPF z Iq NW CORNER J.M.M. O SUBDIVISION m U) I I I I VARIANCES REQUESTED 1. REDUCED STREET WIDTHS AND RIGHT-OF-WAY, AS SHOWN, FOR INTERNAL STREETS. 2. SIDEWALKS TO BE CONSTRUCTED ON ONE SIDE ONLY OF NEW INTERNAL STREETS. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, GREGORY T, SULLIVAN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED. DATE OF EXECUTION GREGORY T. SULLIVAN REGISTERED PROFESSIONAL LAND SURVEYOR NO. ARKANSAS CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, MARK L. WRIGHT, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME. AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION MARK L. WRIGHT REGISTERED PROFESSIONAL ENGINEER NO, ARKANSAS CERTIFICATE OF PRELIMINARY PLAT APPROVAL ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE: DATE 50 0 50 100 SCALE COMMISSION VICINITY MAP PROPERTY DESCRIPTION - PARCEL A Part of the West 1/2, of the West 1/2, of the Northeast 1/4, of the Northwest 1/4, and part of the East 1/2, of the East 1/2 of the Northwest 1/4, of the Northwest 1/4, all in Section 33, T-2-N, R-13-W, Little Rock, Pulaski County, Arkansas, being more particularly described as: Commencing at the Northeast corner of the West 1/2, of the West 1/2, of the Northeast 1/4 of the Northwest 1/4 of said Section 33; thence South 89° 56' 04" East 199.74 feet; thence South 00° 12' 50" West 40.00 feet to a point on the South right-of-way line of Hinson Road and the POINT OF BEGINNING; thence South 000 12' 50" West 289.81 feet; thence North 89° 58' 28" East 160.56 feet to a point on the West right-of-way line of Hinson Loop Road; thence along said right-of-way line South 000 09' 58` West 40.00 feet; thence North 89° 24' 17" West 255.58 feet; thence South 00° 05' 04" West 295.28 feet; thence South 870 02' 27" East 71.37 feet; thence South 00° 02' 15" West 240,00 feet; thence South 89° 45' 45" West 437.10 feet; thence North 010 16' 04" West 242.04 feet; thence North 00° 38' 38" East 356.51 feet; thence North 890 59' 19" Ea&t 169.89 feet: thence North 00° 51' 28" East 269.77 feet'to a point on the South right-of-way line of Hinson Toad; thence along said right-of-way line South 89• 55' 24" East 290.03 feet to the POINT OF BEGINNING, containing 7.537 acres, more or less, PROPERTY DESCRIPTION - PARCEL B The East two hundred feet (200 ft,) of the North three hundred -thirty feet (330 ft.) of the West 1/2, of the West 1/2, of the Northeast 1/4, of the Northwest 1/4 of Section 33, T-2-N, R-13-W, Little Rock, Pulaski County, Arkansas. FIRE HYDRANT „f WATER METER WATER VALVE MANHOLE UTILITY POLE LEGEND PHONE RISER m _ • - EXISTING STORM PIPE EXISTING UTILITY LINE W = WATER G = GAS UGT = BURIED TELEPHONE SS = SANT. SEWER PROJECT INFORMATION: QIRRENT OWNS HINSON ROAD PARTNERSHIP I 6 HINSON ROAD PARTNERSHIP II c/o GEORGE WELLS FLAKE, TABOR. TUCKER. WELLS, AND KELLEY P.O. BOX 990 LITTLE ROCK, AR 72203 SOURCE OF TITLE INSTRUMENT /'S 81-05124 AND 81-13044 DEVELOPER: CLARY DEVELOPEMENT CORPORATION 8201 CANTREL ROAD, SUITE 340 LITTLE ROCK, AR 72207 PROPOSED OWNER. CLARY DEVELOPEMENT CORPORATION 8201 CANTREL ROAD, SUITE 340 LITTLE ROCK, AR 72207 ENGINEER. DEVELOPMENT CONSULTANTS INCORPORATED 10809 EXECUTIVE CENTER DR. SUITE 210 LITTLE ROCK, AR 72211 LAND AREA: t9-051 ACRES (GROSS) CURRENT ZONING: 0-3, GENERAL OFFICE PROPOSED USED: OFFICE SUBDIVISION NEW STREETS, t1,100 LINEAR FEET WATER 6 SEWER: WATER SUPPLY AND WASTEWATER DISPOSAL WILL BE PROVIDED THROUGH EXTENSIONS OF LRMWW 8 LRWWU UTILITY SERVICES, ISTE STATE OF •• • AR NSAB O. 096 •:e` ZZ lttltll��`� 3/28/95 W =Y �U 0 0� Z W W F- Y ~_j Q 0 a �� W ¢occn U d- Q LL Q F;,; Z (A N zz ILL 0 z QF-Y cr d Y dvi Q CV O 0 Q Z} MO Z Z zWU ( Vl _ 0 Z W Q T 95-115 SHEET N0.