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HomeMy WebLinkAboutZ-4651-D Map 5aD'x2c, s��r c�',AciMP.f7T' iNf"F. ND, v',P.`,!@--7b8FV41 ".� ' \, R-2 EXISTING NON -CONFORMING COMMERCIAL USE �O tih e40 b1 �ti EVERGREEN TREES TO 1 '"C,' r' ,♦' r` i J ;" '�� ¢`" �\ ENHANCE BUFFER Y SF �2g ,.•` ,�' \` s, '',� e:.,. r7 SCALE a a R-2 �R♦O fs � � �'° JJ �'` - °' e � � PROPOSED R.O.W. � � 1n 40' S f / RAWN BY FUTURE DEVELO ENT RMB OD Q � -__ AREA t, '• -- CHECKED BY 14 T OF CON Q TR APPROVED BY R-2 Q SECONDARY ACCESS Pg f , ���, FUTURE C.L. FOR NEW �c �� �R C 20' ASPHALT DRIVE �--"�- -" S, ALIGNMENT' PO // DATE �� ��1 /��,� ��g� �� r �\��� N�frtO_...". ` / V 10-07-02 .'" �! COQ' R30. O 6' CHAIN LINKS ' W 93.00' 'si I \. ...� m �...._ - __.., - --'�. ,t CI 77-400" •�O SECURITY FENCE 'i ° ��" _ `" R30.0 ^ m.. r oQoo Qv x \% ST? 45 _ f' QQQOP,c •� � l / ,gym a�PH�zT `, '`ti `-, ```0... ... � �4 { � 4 O���P��O on PQoOP ` / ' EXISTING REVERSIONARYI RIGHTS TO°F1R_ E STATION A�� 3 O e O s t PROPERTY TO 'TRANSFER TO KiNCO WITH ' ` ✓ " _ W POeQ�Q� p� Cr �P`�- _ Zpt\\iING' NEW ASPHALT FIRE STATION ...�.._„ PgR0HASE OF PZD AREA � '- PROPOSED -R-.0. ABAN e • 0 R-2 DRIVE -_,,,_ -' `" '.j „ ! ; EXISTING NON -CONFORMING L I- pNIN n \ ti ti 0_3 �' t. o U, t 'O--�,.,,•- DONMENT SEp P ;� y♦ e ?," ' i I COMMERCIAL USE W ?oQr`'00 •\. \ Q ,_:. ...•_,.._...... ♦; i .4.rop0`SEO e,C�,C -'A1 16 �.v; �'� - .-AIQCS,..STREET BUFFER AREA �t� }�60•PrjQ -/- , iN l .;'..♦r�PA+RUArTIE^,,.,.,_ RETAINED AS UTILITY EASEMENT `' y ✓°yrCZ©� %< 9'l'Iv` tG l ; CI1 xu pEMA,....--....--"...-^- `; ! \ zRE'i AINCh+Lv V-,4LL f}� , "' F ! ' O .- c �. r`\ z 3: l i Q•tgP P _} t tNG SECURITY FENCE TO o iOn E 168•g3 fi.L. `'' .,.. �' > �,�"�'�,,',i"KS j```* �;`f:t\,.>., �� #� ii° �:S,FiT .� t ���'���� `tyi3�V� W ��, ; �' R - � O QPi.� _ EX1S,�.., i 45' ..ewe=.. F�♦tiy.�=%$/ `\ rl v t LSsrhr n;T H.,Yp J*et N' / (-'\''C� c Z "` ;N 77 •...k/5. Magi, tlt3- 3-,u^<3 `;r.j„ Q•'f . ♦ •.>X6 8'OHTMEN O.,kSIIGN` 30.90'----i--16.Ob� 1 EDGE PA ''.-•- j '`-� G SHsp VEMENT �'./ �.r v ,% ti f. ,.. '. i�/' ! i PROPOSED HALF -STREET \.• t XISTRNMA�N .,� n •o., < + pi . �>G,� ,}-,. J, ,.x, xlY;r�ir �.` s g `t.,ac r:"u ''y �' Q ` IMPROVEMENTS FOR "<iHA'�EL �•` TO `• K - COMMERCIAL COLLECTOR GRAVEL OR GRASS YARD AREA �^b��� a T a m 9� E r%� so PAVEMENT" �¢'r`'5:`" "!'34^ r 800 7 i w Z cv w I TrR, O O G i h W (� i w Co o I I F- U) O �QQ ��,... j i u > S 01,1019'061' W [ W ASPHALT PAVED AREA ANOP I 55.70' 3 0 Q 7 C 4 0 �, t;' •> U CO) NJt�.p'o C-4 u nra.;r � y� 0 �0N -- -,`` DUMPSTER �_la `0 "• -' _� m - } PROPOSED 3TREEOT BUFFERABANDONMENT ~ " a�OO y0. 0, O ����0 _ _ _ - \ j f'-`7o'a `-„--•- (NO EASEMENTS RETAINED) \\ / \ to EX!$ I G 1N ; 2i O Na ` f Q -Y v� - (I% \ f EXISTING SHED STRUCTURES .<. ..,.. ``/ pR0P0$�p BUILDIAI , , Z - i' O TO BE REMOVED " p _i / p �4'.� C3 raj i f :.,t`�. +rrti»i'-\^e., O 9� € o. �J RIOR U t$ O�F/L` 9< o�'ar tP��G oO< ASPHALT PAVED AREA " x� / BV ND SUM ES: "SLS68 $F E U$E �' m LANDSCAPE AREA ' q�� On TIDING H�Gil ,ft/ ONTR. w1oT Q ; ee aIE°oveD ` 20'ROwA OR tnO 69v�J\ �P�O M Mq -ROE 3 OOE 073 \`roe``° Sr 1, o � th.. ' \ \. X NE a s 4� F �' r z �ocE P v M f S 11°02'29" W + o �r o f Q r O '. r pn J' REP h a i O rot 'o O �� P� EXISTING 6' SECURITY j . AVE F 51.07' = o ? Wr < n9m�i �OQOSO 6'(PJo FENCE TO REMAINf50• �`^ zOR . DRIVE 5q'f ♦ �/� �, t` .r )F m 2 e3 r` WTM� c� a PROJECT INFORMATION CURRENT OWNERS: JAMES W, WATKINS LIVING TRUST C/O JAMES & CHERYL WATKINS 124 BAY OAKS COVE HOT SPRINGS, AR 71913 ADDRESS: 12210 COLONEL GLENN ROAD BUYER/ DEVELOPER: KINCO CONSTRUCTORS, LLC 15617 CHENAL PARKWAY LITTLE ROCK, ARKANSAS LAND AREA: ±5.045 ACRES -CURRENT ±5.15 ACRES -PROPOSED CURRENT ZONING: C-4, OPEN DISPLAY DISTRICT 0-3, GENERAL OFFICE DISTRICT R-2, RESIDENTIAL DISTRICT LAND USE PLAN: COMMERCIAL AND OFFICE USES PROPOS Z o ED ONING: PD -C, PLANNED DEVELOPMENT- !` ,/ PROPt�ED t`?A. �'•,, I W, D�eAndN Al2EA COMMERCIAL PARKING PROVIDED: 30 SPACES f ♦ '�/' r.'%<, !" .•`. o SOURCE OF WATER: CENTRAL ARK, WATER SITE 8 DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE J4/k,/x �� HOURS OF OPERATION: MON. - FRI., 7:00 AM - 6:00 PM , B r / COPYRIGHT 0. GRAVEL OR GRASS YARD AREA �tP'A V o� Ory SFOs pope �� 5�O O ® \\J c\ 9 5 � 9�9 QQ 10 Q, O ' I A0 0/ J -EVERGREEN TREES TO ENHANCE BUFFER B PZD AREA DESCRIPTION' Part of the SEI/4 NE1/4 of Sec. 20, and part of the SWI/4 NW1/4 of Sec. 21, aV in Tov ship 1 N h. Range 13 West Pulaski Count Arkansas being moreparticularly g y, g described as follows: FENC." Commencing at a found Axle at a location described as the NW corner of the saitY•S_ WI/4 NW+'q, of Sec. 21; thence S 02°03'58" W, a distance of 232.45 feet to a found PK -Nail in the G'r+tgrline off Colone EVERGREEN TREES TO Glenn Road, which is the Point of Beginning; thence S 01"12'51" W, a distance of 87.51 feei"to- a found ENHANCE BUFFEF 1/2" rebar: thence S 77°45'10" W, a distance of 93.00 feet to a found 5/8" rebar; thence S 2°14'50" E, a distance of 75.00 feet; thence N 77°45'10" E a distance of 1 \,� ce 6893 feet to a point on a line that is I -trW EDGE aF HOUSIE :;;f, parallel with and 55.00 feet southerly from the Centerline of Colonel Glenn Road; thence continuing along CNMNIS rARCM. 05� LAND a line that is parallel with and 55.00 feet southerly from the said Centerline along a 288.80 feet radius curve to the left, an arc length of 91.39 feet, said curve having a chord direction of S 65`24'22" E and a chord length of 91.01 feet; thence continuing along a line that is parallel with and 55.00 feet southerly from the said Centerline along a 218.21 feet radius curve to the left, an arc length of 126.23 feet, said curve having a chord direction of N 84"27'36" E and a chord length of 124.47 feet; thence continuing along a line that Is parallel with and 55.00 feet southerly from the said Centerline N 68'56'09" E, a e distance of 37.48 feet; thence continuing along a line that is parallel with and 55.00 feet southerly from the said Centerline N 69917'05" E, a distance of 41.57 feet to a point on a line that is parallel with and 45.00 feet westerly from the Centerline of Lawson Road; thence continuing along a line that is parallel with and 45.00 feet westerly from the said Centerline S 02°08'10" E, a distance of 35.98 feel; thence continuing along a line that is parallel with and 45.00 feet westerly from the said Centerline S 02"19'06" W, a distance of 55.70 feet; thence continuing along a line that Is parallel with and 45.00 feet westerly from the said Centerline S 05°39'05" W, a distance of 47.90 feet; thence continuing along a line that is parallel with and 45.00 feet westerly from the said Centerline S 11°02'29" W, a distance of 51.07 feet; thence N 76°38'54" W, a distance of 214.60; thence S 59°20'06" W, a distance of 160.00 feet; thence S 38033'26" E, a distance of 41.49 feet; thence S 51°26'34" W. a distance of 250.88 feet to a found 1/2" R-2 rebar; thence N 38°32'31" W, a distance of 189.00 feet; thence N 28°04'07" W, a distance of 260.72 feet to a found 1/2" rebar; thence N 41'23'41" E, a distance of 188.67 feet; thence N 47016'25" E, a distance of 210.00 feet to the Centerline of Colonel Glenn Road; thence S 48°48'05" E along the said Centertine, a distance of 165.88 feet to the Point of Beginning, containing 5.045 acres or 219,771.15 square feet, more or less. NUMBER DELTA ANGLE TANGENT RADIUS fI CHORD DIRECTION CHORD LENGTH C1 v� r 45,701 46.08 288.80 91.39 00 ; 0-3 91.01 C2 33°08'38" 64.93 218.21 126.23 N 84°27'36" E J t / t A r F FM Z � 1' Z Q Z I� W y z Q W a J WAIVERS I.i. LL Q d NUMBER DELTA ANGLE TANGENT RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH C1 18°07'52" 46.08 288.80 91.39 S 65°24'22" E 91.01 C2 33°08'38" 64.93 218.21 126.23 N 84°27'36" E 124.47 1. ALLOW IN -LIEU CONTRIBUTION FOR BOUNDARY STREET IMPROVEMENTS THAT IS L IN;;TED TO 15/ O° THE DEIELOPMENT COST OF THE PROJECT. 2. ALLOW APPLICANT TO CONSTRUCT HALF -STREET IMPROVEMENTS ALONG LAWSON ROAD AS A PART OF THE TOTAL 15% ALLOWANCE FOR STREET CONTRIBUTIONS, 3. ALLOW REDUCED DRIVE SPACING ALONG LAWSON ROAD FRONTAGE TO ALLOW AN ADDITIONAL ONE-WAY DRIVE EXIT. ® Y J d tit J LD F J s (� W W 11 0 LU� PROJECT NO. 02-171 NORTH SHEET NO, RECEIVED 30 15 0 30 60 OCT 3 12002 SCALEr.,. -.. P 1. 1 G:\02-171\P� NlNING\02171PZD2.DWG 0 LL 0 ` LU J O V/ W 0= > V J V W Z � ® Y J d tit J LD F J s (� W W 11 0 LU� PROJECT NO. 02-171 NORTH SHEET NO, RECEIVED 30 15 0 30 60 OCT 3 12002 SCALEr.,. -.. P 1. 1 G:\02-171\P� NlNING\02171PZD2.DWG