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HomeMy WebLinkAboutZ-6318-F Map 2HAAG BROWN ©EVELOPMEN7, LLC 22,221 HILL PARK Cpm. LJONESBORO, AN 72401 PARCEL # 54LG01 DOOM S89'30'01'E NO'33'29'E N893 -132'W 5.55' SEWER EASEMENT DOCUMENT NO. 2003015458 ce F I` uGNT PGLE ASPHALT DRIVE ASPHALT ASPHA[TDRW QCONCRETE CONCfg1E PAD ASPHALT - - — � ;d?LT SS SS v� 10' UIgJIY EASEMENT 30' UTILITY EASEMENT SS 20' ELECTRIC EASEMENT ss 0 20' SEWER EASEMENT CyENA� PK 155.36 AR AVO M ry o6 LOT 1 0.68 ACRES X29574.27 SOFT SIGN �_ 21 6.00' �I ASPHALTL fit \� I LIGHT POLE ` W R10.00'b 91.75 �,. SET HACK � R10.00' its o �s n_ 85.00' ^ eo LCS 1Y.W ' v fi- T"Y- S N 14.00 A[ T Y; PROPOSED BUILDING "' 19.ao' 'rc7., I CHENAL PARKWAY SETBACK It 'OLE 50.00' F.F.E.=487.00 ILII, 3 SET BACK - - - — LIGHT POLE / i ES SOFT F �.. OLE ASPHALT DRIVE EXISTING BUILDING It 1 t \4 N N It F F It" 1t LIGHT POLE N89'50'48`W 40.63ASPHALT DRIVE i CONCRETE _ c�5 CONCRETE " -- ASPHALT/ SS SS * -- SS- -- — ss — 243.41' M r•'f EXISTING BUILDING E_ F �- UOIT POLE HYDRANT oy� CR0 PAP CEL 7, LLCM 1400 VJHKX HE. STE 990 L14TLE RUCK, AI9 72223 PARCEL # 54L0010000007 DRIVEWAY ACCESS EASEMENT DOCUMENT NO. 2009032901 KL4O PARCEL 7, LLC 14100 MIRK RD. S TE 110 LITTLE RCCr, AN 72228 PARCEL # 54L001 07 DRIVEWAY ACCESS EASMENT DOCUMENT NO. 2009032901 '24'E 39.46' XPR PARCEL 9, aC i4m nNx H0. Sn 110 300f, AN 72Z!3 PAF9'*_ # 54L0010001000 SEWER MANHOLE TOP: 480.90 IN: 474.80 OUT: 474.65 ss—�� N89 41'24'W 291.33' - S.E. CORNER NE4, NE4, SEC. 1-T1N-R14W VICINITY MAP NOT TO SCALE NOTES: 1. SITE INFORMATION ADDRESS -16105 CHENAL PARKWAY LEGAL DESCRIPTION/LAND AREA - S.72 ACRES CURRENT ZONING - PCD PROPOSED ZONING - REVISED PCD EXISTING USE - PARKING LOT PROPOSED USE - PROPOSED RESTAURANT PARKING REQUIRED FOR COMMERCIAL BUILDING. GROSS AREA = 63,718 SQ. FT. TOTAL REQUIRED PARKING =187 SPACES PARKING REQUIRED FOR FAST FOOD RESTAURANT. GROSS AREA = 3,132 SQ. FT. TOTAL REQUIRED PARKING = 32 SPACES TOTAL PARKING PROVIDED = 224 SPACES 2. THIS PROPERTY HAS A SHARED PARKING CROSS ACCESS AGREEMENT. 3. ANY ADDITIONAL SITE LIGHTING WILL BE LOW-LEVEL AND DIRECTIONAL, SHIELDED DOWNWARD AND INTO THE SITE 4. THE DUMPSTER SCREENING WILL BE A BRICK FINISH THAT MATCHES THE PROPOSED BUILDING. 5. PROPOSED BUILDING WILL BE 22' AT THE TALLEST POINT. 6. THE EXISTING SITE MONUMENT SIGN WILL BE UTILIZED AND SIGNAGE WILL BE PLACED ON ALL 4 SIDES OF THE BUILDING. 40 20 0 40 SCALE 1" = 40' w»wwnaes below 15. Call before you dig. 0 0 M V L w ^ U Z F-QOZ Ln N Z 0 1 Q cr a o0 3 a w� 0U O N a W W Z W U O Iz z Lu O J ~ _ J � F— z VLLJ Q z z O = Lu _j LLJU N1 W 00 LuLu z O O H a N O a F AVT�ii�� G, ?� 1RALAN ENGINEERING, —�` INC. No. 2480 O� iV % RKANS P `%"``�.` sj'%TE OP AR AS REMS * w D O PRS . S 'ANAL to i,,, i<NEER No. 1402�6.c� 11 e ♦♦� YL A. 02/27/2019 REVISIONS DATE BY DESCRIPTION 2/27/2019 MAB PERCITYCOMMNETS DRAWING INFO. DRAWN BY: MAB DATE: 02/01/2018 SCALE: 1" = 40' JOB NO.: 18-082 CAD NO.: SITE DIMENSION PLAN SHEET NUMBER: 1 of 1