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Home My WebLink AboutZ-6318-A Map 10PARKING DETAIL nts. CJ�'y � P^I'ur �` O,ti NEW MEDIAN CURB & GUTTER TEMPORARY TIE TO EXISTING _ ASPHALT CURB 18' WATER LINE URB8 GUTTER _ PUT DIAD BY OTHE -' PP`s MERGE LANE TURN LANE FOR COLLECTOR STREET INTERSECTION X3.3= HC RAMP TO BE PROVIDE / 6 9A G "�i� STREE Rj E8 KIRK ROAD INTERSECTION TO BE AT INTERSECTION X26.47' S`! 7/p1 CPLAN STANDARDS ON SOUTHERNONSTRUCTED TO MASTER T I EASE HT. x Bal FIG RADIUS_g94•g3, ,4'08 "8.,,, p'15�-.,�„,z,,,-° HALF OF PROPOSED INTERSECTION I AREA ' LEASE PARCEL SIGN ,5+\ �`` 5' SIDE HT. x 60 WIDENING FOR INTERSECTION TURN LANES i. CO 4, �^, I LEAIQ: 1� PROPOSED R/W LINE & BACK OF SIDEWALK • 7 LEASE PARCEL #3 ri ±1.25 ACRES 1 _� 0 0 -► VEHICULAR ACCESS TO LEASE PARCELS ' I 01 WILL BE RESTRICTED TO INTERNAL r NMI ♦ DRIVI .- DRIVES WITHIN THE DEVELOPMENT ' PROPOSED 60' FULL DEDICATION I O FOR COLLECTOR STREET R/W N ' BANK a BUILDING oz to 14,200 SF la �$ 5' SIDEWALK _ CW 8' WATER LINE -4W/ HC RAMPS 200' pa 8" SANITARY - - - - -3- 219.9 y SEWER LINE 1 00 t M, I m 14 9 a m .�... CONCRETE w U APRON, TYP. o> LANDSCAPE 0 LANDSCAPE AREA 3 ISLANDS IC� 3 ,4' � I O O O o w -- �a I _O Y 0 Z Q P OF 036E CONSTRUCTION TON COLLECTOR STREET I I 101PQ�P -_ 3' 3' 63' 63' 63' 3• 0• West Line NEl/4, NEI/4 I I DRIVE M I I I n PROJECT SIGN 46 8' HT. x 100 SF id PI Id �q AREA 38.3' 24 47 Id 48 "{ Id48 47 Iq 23 i� SIP1 co RP FOUND IRON PIN UNE w �Z J / FL ±1.25 ACRES 1 _� 0 0 -► VEHICULAR ACCESS TO LEASE PARCELS ' I 01 WILL BE RESTRICTED TO INTERNAL r NMI ♦ DRIVI .- DRIVES WITHIN THE DEVELOPMENT ' PROPOSED 60' FULL DEDICATION I O FOR COLLECTOR STREET R/W N ' BANK a BUILDING oz to 14,200 SF la �$ 5' SIDEWALK _ CW 8' WATER LINE -4W/ HC RAMPS 200' pa 8" SANITARY - - - - -3- 219.9 y SEWER LINE 1 00 t M, I m 14 9 a m .�... CONCRETE w U APRON, TYP. o> LANDSCAPE 0 LANDSCAPE AREA 3 ISLANDS IC� 3 ,4' � I O O O o w -- �a I _O Y 0 Z Q P OF 036E CONSTRUCTION TON COLLECTOR STREET I I 101PQ�P -_ 3' 3' 63' 63' 63' 3• 0• West Line NEl/4, NEI/4 I I DRIVE M I I I n PROJECT SIGN 46 8' HT. x 100 SF id PI Id �q AREA 38.3' 24 47 Id 48 "{ Id48 47 Iq 23 i� SIP1 \2" IRON PIN RP FOUND IRON PIN RCP REINFORCED CONCRETE PIPE PP POWER POLE FL FLOWLINE EP EDGE OF PAVEMENT TO TOP OF CURB ® TELEPHONE RISER O UNDERGROUND CABLE SIGN OHP OVERHEAD POWER LINE FIRE HYDRANT B WATER VALVE UGT UNDERGROUND TELEPHONE If a / O -L N PQM, aoya�P `f- Q 8' SANITARY 8 QO �O SEWER LINE 8` WATER LINE / n 1 / 5' SID ALK N22'32'00 "E W/ HC AMPS QQF �JO 99.25' N89'39'18' 54.02'1M w8, WATER LINE VICINITY MAP Q CHENAL PARKWAY MEDIAN CUT TO BE ALLOWED DURING PHASE i & PHASE 2 OCCUPANCY THEN CLOSED AT THE COMPLETION OF PHASE 3 CONSTRUCTION EM Cum "'-\ LEFT TURN LANE FOR ESTBOUND TRAFFIC /ry 13 �F WO ANE PROJECT SIGN _4 P �� 10' HT. x 140 SF AREA TE y LANDSCAPE m AREA in 41 O� PROPOSED R/W LINE & BACK OF SIDEWALK PyeP,+� CURB & GU TER YPICAL ISLANDS 71 WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 DATE OF SURVEY: MAY 30, 1996 Legal Description Part of the W1/2 NW1/4 NW1/4, Section 6, T -1-N, R -13-W and part of the NE1/4 NE1/4 and NW1/4 NE1/4, Section 1, T -1-N, R -14-W, Pulaski County, Arkansas more particularly described as: Beginning at the southeast corner of the said NE1/4 NE1/4, Section 1; thence N89'39'18"W along the south line of said NE1/4 NE1/4, 1313.80 ft, to the southwest corner thereof; thence N89'39'18"W along the south line of said NW1/4 NE1/4, 54.02 ft.; thence N22'32'00"E, 99.25 ft.; thence northeasterly following the arc of a 746.20 ft. radius curve to the left having a chord bearing and distance of N12'01'58"E, 269.32 ft.; thence N01'38'10"E along a line which is 30.00 ft, east and parallel with the west line of the said NE1/4 NE1/4, 591.20 ft. to a point on the south right-of-way line of Chenol Parkway; thence southeasterly along the said south right-of- way line following the arc of a 894.93 ft. radius curve to the right having a chord bearing and distance of S81'24'19"E, 226.47ft., thence continuing along the said right-of-way line the following bearings and distances; S74'08'17"E, 238.29 ft.; N16 -18'06"E, 30.00 ft.; S74'04'21 "E, 898.82 ft. to a point on the west right- of-way line of Kanis Road; thence S13'27'22"E along the said west right-of-way line 420.79 ft.; thence N87'03'20"W, 166.95 ft. to a point on the east line of the said NE1/4 NEI/4; thence S01'17'42"W along said east line 236.58 ft. to the point of beginning, containing 1,101,878.94 square feet or 25.2957 acres more or less. VARIANCES PREVIOUSLY APPROVED: 1. REDUCED SPACING OF CURB CUTS ALONG KIRK ROAD, 2. ADDITIONAL CURB CUT ON KANIS ROAD FOR SERVICE DRIVE. 3. TEMPORARY MEDIAN CUT ON CHENAL PARKWAY FOR WESTERN ENTRY. ' PROPOSEft-401 it/W DEDICATION 60' FROM CI ERUNE STRUCTED THIS DEVELSTF! T 1 U ORE -MEDIAN BY OTHERS-, 750. a \ _ E CAVE \ � i \ LANDSCAPE AREA P T SIGN HT. A 70' HT. x 140 SF AREA 5' SIDEWALK W/ HC RAMPS CONCRETE in ISLAND i i L i LANDSCAPE CURB & GUTTER LANDSCAPE 8" WATER LINE- w SLANDS TYPICAL ISLANDS CURB & GUTTER "� TYPICAL 0 I LANDSCAPE AREA �n T PROJECT INFORMATION OWNERS: MR. & MRS. J.W. SHACKLEFORD 825 KIRK ROAD LITTLE ROCK, ARKANSAS 72211 DEVELOPER: JOE D. WHISENHUNT D/B/A WHISENHUNT INVESTMENTS RT.2, BOX 150 BEE BRANCH, ARKANSAS 72013 LAND AREA: =25.30 ACRES - GROSS x24.81 ACRES - NET R/W DEDICATIONS SHOPPING CENTER AREA: 121.32 ACRES LEASE PARCEL AREAS: 13.49 ACRES LAND USE DESIGNATION: MOC-MIXED OFFICE & COMMERCIAL ZONING: PCD, PLANNED COMMERCIAL DEVELOPMENT PROPOSED USE: COMMERCIAL SHOPPING CENTER SHOPPING CENTER INFORMATION: BUILDING AREA: 204,500 SF INITIAL 210,560 SF EXPANDED BUILDING COVERAGE: 22.67% PARKING REQUIRED: 936 SPACES PARKING PROVIDED: 952 SPACES - TOTAL 646 SPACES - PHASE 1 306 SPACES - PHASE 3 PARKING RATIO: 4.52 SPACES / 1,000 SF OVERALL (EXPANDED) GREENSPACE PROVIDED: x4.42 ACRES - 20.73% PHASING INFORMATION PHASE 1 IS CURRENTLY UNDER CONSTRUCTION. PHASE 2 & 3 CONSTRUCTION WILL BE INITIATED WITHIN A 3 YEAR PERIOD, in W Q 0 an CC 0 V z -�� CURB & GU Uj 2 I M L I Z MI I I l Z MERC�I�EN7RV dZ If a / O -L N PQM, aoya�P `f- Q 8' SANITARY 8 QO �O SEWER LINE 8` WATER LINE / n 1 / 5' SID ALK N22'32'00 "E W/ HC AMPS QQF �JO 99.25' N89'39'18' 54.02'1M w8, WATER LINE VICINITY MAP Q CHENAL PARKWAY MEDIAN CUT TO BE ALLOWED DURING PHASE i & PHASE 2 OCCUPANCY THEN CLOSED AT THE COMPLETION OF PHASE 3 CONSTRUCTION EM Cum "'-\ LEFT TURN LANE FOR ESTBOUND TRAFFIC /ry 13 �F WO ANE PROJECT SIGN _4 P �� 10' HT. x 140 SF AREA TE y LANDSCAPE m AREA in 41 O� PROPOSED R/W LINE & BACK OF SIDEWALK PyeP,+� CURB & GU TER YPICAL ISLANDS 71 WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 DATE OF SURVEY: MAY 30, 1996 Legal Description Part of the W1/2 NW1/4 NW1/4, Section 6, T -1-N, R -13-W and part of the NE1/4 NE1/4 and NW1/4 NE1/4, Section 1, T -1-N, R -14-W, Pulaski County, Arkansas more particularly described as: Beginning at the southeast corner of the said NE1/4 NE1/4, Section 1; thence N89'39'18"W along the south line of said NE1/4 NE1/4, 1313.80 ft, to the southwest corner thereof; thence N89'39'18"W along the south line of said NW1/4 NE1/4, 54.02 ft.; thence N22'32'00"E, 99.25 ft.; thence northeasterly following the arc of a 746.20 ft. radius curve to the left having a chord bearing and distance of N12'01'58"E, 269.32 ft.; thence N01'38'10"E along a line which is 30.00 ft, east and parallel with the west line of the said NE1/4 NE1/4, 591.20 ft. to a point on the south right-of-way line of Chenol Parkway; thence southeasterly along the said south right-of- way line following the arc of a 894.93 ft. radius curve to the right having a chord bearing and distance of S81'24'19"E, 226.47ft., thence continuing along the said right-of-way line the following bearings and distances; S74'08'17"E, 238.29 ft.; N16 -18'06"E, 30.00 ft.; S74'04'21 "E, 898.82 ft. to a point on the west right- of-way line of Kanis Road; thence S13'27'22"E along the said west right-of-way line 420.79 ft.; thence N87'03'20"W, 166.95 ft. to a point on the east line of the said NE1/4 NEI/4; thence S01'17'42"W along said east line 236.58 ft. to the point of beginning, containing 1,101,878.94 square feet or 25.2957 acres more or less. VARIANCES PREVIOUSLY APPROVED: 1. REDUCED SPACING OF CURB CUTS ALONG KIRK ROAD, 2. ADDITIONAL CURB CUT ON KANIS ROAD FOR SERVICE DRIVE. 3. TEMPORARY MEDIAN CUT ON CHENAL PARKWAY FOR WESTERN ENTRY. ' PROPOSEft-401 it/W DEDICATION 60' FROM CI ERUNE STRUCTED THIS DEVELSTF! T 1 U ORE -MEDIAN BY OTHERS-, 750. a \ _ E CAVE \ � i \ LANDSCAPE AREA P T SIGN HT. A 70' HT. x 140 SF AREA 5' SIDEWALK W/ HC RAMPS CONCRETE in ISLAND i i L i LANDSCAPE CURB & GUTTER LANDSCAPE 8" WATER LINE- w SLANDS TYPICAL ISLANDS CURB & GUTTER "� TYPICAL 0 I LANDSCAPE AREA �n T PROJECT INFORMATION OWNERS: MR. & MRS. J.W. SHACKLEFORD 825 KIRK ROAD LITTLE ROCK, ARKANSAS 72211 DEVELOPER: JOE D. WHISENHUNT D/B/A WHISENHUNT INVESTMENTS RT.2, BOX 150 BEE BRANCH, ARKANSAS 72013 LAND AREA: =25.30 ACRES - GROSS x24.81 ACRES - NET R/W DEDICATIONS SHOPPING CENTER AREA: 121.32 ACRES LEASE PARCEL AREAS: 13.49 ACRES LAND USE DESIGNATION: MOC-MIXED OFFICE & COMMERCIAL ZONING: PCD, PLANNED COMMERCIAL DEVELOPMENT PROPOSED USE: COMMERCIAL SHOPPING CENTER SHOPPING CENTER INFORMATION: BUILDING AREA: 204,500 SF INITIAL 210,560 SF EXPANDED BUILDING COVERAGE: 22.67% PARKING REQUIRED: 936 SPACES PARKING PROVIDED: 952 SPACES - TOTAL 646 SPACES - PHASE 1 306 SPACES - PHASE 3 PARKING RATIO: 4.52 SPACES / 1,000 SF OVERALL (EXPANDED) GREENSPACE PROVIDED: x4.42 ACRES - 20.73% PHASING INFORMATION PHASE 1 IS CURRENTLY UNDER CONSTRUCTION. PHASE 2 & 3 CONSTRUCTION WILL BE INITIATED WITHIN A 3 YEAR PERIOD, in W Q 0 an CC 0 V z -�� CURB & GU Uj M Z W Z MERC�I�EN7RV dZ cs a Z Z aQ W N W =z a pa -� MERG 0 Q.ul p in LA` \ LU LU W Q� Iiil � J Q z O HC RAMP TO BE PROVIDED 110 PP \ AT W� LEASE PARCEL SIGN \ w �' 7IIN'p�TEEERSIIECTTIt4ION 16 WATERSLINELU 6' HT. x 60 SIF AREA 4\ - �S� WIDENING FOR INTERSECTION TURN LANE LEASE PARCEL #1 6° R �1. KANIS ROAD INTERSECTION TO BE CONSTRUCTED TO MASTER STREET ±1.07 ACRES 1 PLAN STANDARDS ON SOUTHWEST OF PROPOSED 1/4 INTERSECTION VEHICULAR ACCESS TO LEASE PARCELS ,^ WILL BE RESTRICTED TO INTERNAL DRIVES WITHIN THE DEVELOPMENT T^ z Vl PROPOSED R/W LINE & , PROPOSED BACK OF BACK OF SIDEWALK e' WATER LINE O CURB AND LEASE BOUNDARY 257' i ` O Q QG . 12.:.: w CONCRETE n ISLAND I - AREA 150 OPQ� L ' 5 26 d0 PSP /RETAIL/RESTAURANT p pRIVE \P P 9,000 SF 5 46' -5' SIDEWALK W/ HC RAMPS PROJECT SIGN 6'HT. x 100 SF L AREA 1�HALF-STREET IMPROVEMENTS •�/ FOR A 36' COLLECTOR STREET SECTION S13'27'22"E 420.79' IOU I 150'DUMPSTER Al 175'. ENTRY VESTIBULE 296 BO' 6' OPAQUE SCREEN BUILDING AREA LANDSCAPING WILL BE PROVIDED IN RAISED PLANTERS AND/OR GROUND LEVEL BEDS a� 'sE�A" E 4 PER LANDSCAPE ORDINANCE REQUIREMENTS \ \ KROGER LL 30' 26' 18.6' QC �QJ�P EXPANSION AREA a o DRIVE DRIVE 5° P e Pe CONCRETE = 0 ��\ +.P�OP� ^ /Q��O UR TYPICAL GUTTER w APRON, TYP. y Q J 8" WATER LINE RETAIL #4 RETAIL #3 RETAIL 2 RETAIL #1 T�9� P P EXISTING 30' HALF c Q � KROGER Y-6OH SES~��_ 5' SIDEWALK STREET RIGHT-OF-WAY O 16 ,,� =ire ienre WL_HO..FAMPS FOR COLLECTORS 125,000 SF RETAIL BUILDING RE 64,500 SF 11 12 23 l„� N87'03'20'W 161,93 11 b RETAIL BUILDING LAYOUT IS SCHEMATIC , N 76,560 SF EXPANDED / TEMPORARY ASPHALT G. SERVICE I \\ ' / I� r�aa DRIVE FOR PHASE ONE /+°� /w DO �'NE ✓1 I / LANDSCAPE 1.0 DUMP TER W/ AREA PHASE KROGER 8' OPA UE SCREEN / (o . Ry PHASE 1 8` SANITARY L) EXPANSION AREA SEWER LINE6,080 SF I / � ooSwAw.-� C146 / 150' 150' 150' / �'`.. 175' 45.33' J y LR L:ITY LIMIT$ \O� 4 � LANDSCAPE / /}'/ O\�\ lGP \f SERVICE & / Q�PaO THIC(•.4:9AOlyr' ^ 64.67' N AREA / I C-4 J� OQQ PQP / LOADING AREAL • ' P QP, .'.:..COCK. r.. �::: M r• Al 6' OPAQUE WOOD ////// TRASH PQP� 6' OPAI UE WOOD / ^ e�\O PRIVACY FENCE FACED / ' F WOOD DEDICATED D FLOODWAY AREA! 00 �P ro iv T PRIVACY FENCE FACED TO IS DEDICATED AS EASEMENT \ • _ _ _ _7Q_-SQLi't� _ _ 8_WATER UNE _ _ _ _ _ _ _ _ _ _8_WATER LINE_ I, .� TOISOUTH O P }- ---_ _- 8' SANITARY GPe� 8' SANITARY Q�' I N CLR EXTRATERRITORIAL. AREA _ SEWER LINE �P y SEWER LINE__CID NOT IN CRY OF LITTLE ROCK 20' SEWER EASEMENT --- •- +,P P soype' _ S.S. M.H. 4'Sanitary Sewer • ' " .� _ \ 20' SEWER EASEMENT _ 24"Sanitary Sewer - RIM M.H. p p _-�p _ wire fynre-r"~_�- RIM ELEV.476.08 -" --- N09 39 1 q W 5.5. M.H. 1313.80' �� S.S. M.H. RIM, ELEV.4 0.84 17.3TOEFP ��._- ,12M EEDD P4 2 .___._____ ,�-. -. RIM S 46 79 / 5.5 DEEP +�, NORTH 12.O�DEEP +- 8 CLR CITY LIMITS wire fence WILLIAM B. WORTHEN, ET AL 60 30 0 60 120 p S �j a CLR D17RATERRITORIAL AREA WILLIAM B. WORTHEN, ET AL ? a o NOT IN CITY OF LITTLE ROCK a g $ SCALE DEVELOPMENT CONSULTANTS INCORPORATED WO NORTH RODNEY PARHAM RD.I SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING I LAND SURVEYING LANDSCAPE ARCHITECTURE 1'w = 60' Y: RMB 9-8-98 1 97-105 Uj i Z W dZ cs a Z Z aQ W N W =z a pa a 0 Q.ul p in LV }. Cr. LU LU W Q� Iiil � J Q 97-105