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HomeMy WebLinkAboutZ-6199-E Map 3r N. 154012.2763 E 1187318.6250 / PROPERTY OF CITY OF LITTLE ROCK / (GREENBELT -FLOODPLAIN) / KEYSTONE RETAIN. WALL - W/ 4' CHNLK FENCE PROPERTY CORNER N. 153937.5430 E. 1187317.4827 15' UTILITY ESMT.;. PLAT NO. F-103 INSTR. # 98-002891 (EXCPT. 1112-13) BLDG. SETBACK AGREEMENT INSTR. 11 2000056130 (EXCPT 1/25) (NO052'33"E, 381.77' PLAT) N0032'33 E J81,78' LOT 2 GREYROCK SUBDIVISION (RETAIL SHOPS) PROPERTY OF CHENAL CREEK, LLC 5 UTILITY ESMT. P NO. F-103 INSTR.98-002891 (EXCPT #12-13) _ I _ LIMITS OF 1.5' C&G MATCH EXISTING 33.8' iTr- R20.0SSWL/24 R5.0' SSWL/4" 20.0' R2.0' �'� t r t G -l(i 4S +nM ;',j % paG 161 ✓'.45 TARGET STORE ONE STORY CONC. BLOCK BLDG. 141,097 S0. FT FFE=±444.37 LIMITS OF MILL AND OVERLAY (TYP.) 163.14' 189'10'39"W PROPERTY CORNER R8.0' f N. 153935.2014 E. 1187480.6108 L SSWL/24" ' LI TS OF MILL AND R2.0 .:: OVERLAY (TYP.) R3.0' � 10.0' ' M I R20.0' . Y R3.0' I 1 20.0' - D K t3 9.0' 9.0' I f T - -- 7.2' LIMITS SSWL/4" AA Q 00' -- 2 - R3.0' e R3.0' O L SSWL/24' CONTRACTOR SHALL J " R20.0' 4Ea (TYP.) - t REMOVE THE MINIMUM AMOUNT OF EXISTING - - - - - - '="== -_ `^ SIDE NECESSARY TO WALK 4.0' ` T CONSTRUCT THE PROPOSED - ACCESS RAMP. --7,1 R20.0' L SSWL/24" c BUILDING CORN R - 40' INGRESS -EGRESS ESMT. I N. 153714.0365 12.5' PROPOkD ACCESS I E. 1187433.7512 RAMP. INSTR. J.97-1015 I INSTR. 11 97-030753 27.0' LIMITS 0 MILL AND LIMITS OF 1.5 C&G (EXCPT #20) I OVERLAY (TYP.) ±19,882 SQ FT OF MATCHEXISTINGEXISTING - _ I MILL AND OVERLAY LIMITS OF MILL AND B Tom- OVERLAY (TYP-) - - - - - - - - - - - - - - - - - - EXISTING C&G TO REMAIN ESM T. AGREEMENT INSTR. 11 96-21678 -' - - (EXCPT 1118 & 19) PROPERTY CORNER � ! --- - N. 153670.9863 ' I-_ I EXISTING LANDSCiSPr- E. 1187476.6697 15'UTIL1TYESM T i -I--- ---AREA TO REMAIN -- --- 20' PLAT N0. F-103 I INSTR. f 98-002891 (EXCPT #12-13)PRO SED MONUMENT SIGN _ I 00 -) ---- 1 NOT TO EXCEED 8 -FEET IN -, I HYDROBLAST EXISTING n 50' UTaIrY ESMT - - HEIGHT (SEE ARCH. PLANS) I I STRIPING AND RESTRIPE ��Co PLAT NO. F-103 TO MEET MUTCD Z _-- INSTR. d 98-002891 REQUIREMENTS. 30 (EXCPT. #12-13) PROPERTY CORNER N. 153630.5400 ` E. 1187312.7900 PROPERTY CORNER' - 77 - - - - N. 153620.7143 - - - - - - E. 1187401.6283 _- SO'S3'36'WJ/ �P Q RTY `CORNER NORTH - N. 153383,$,490 17.22' 1483 E. 1187468,1433 2:7- CHENAL PARKWAY 68 fi4 \ `Ji' SIGN (R/W VARIES) 7-' PROPERTY CORNER ?` GRAPHIC SCALE IN FEET 3 2 MITS < - ma�y. I PARKING SITE NOTES ACCESSIBLE 14 SPACES e 3.01 RATIO T -1E OUVOOR PATIO AREA REGULATIONS AND CODES AND O.S.H.A. STANDARDS. SEE ARCH PLANS (TYP.) PROPOSED PARKING SPACES y ZOES OG 60 SQ FT LO CORNER E=448.4 N. 153793.5036 PROPOSED SITE NOTE ;E. 1187,437.3413 PAVING, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING OK LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. OM RETAINING WALL TYPICAL. SEE DETAIL SHEET. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, OUTDOOR PATIO AREA 1 ZOES PROPERTY LINE WITH TRELLIS AND " PAINTED STEEL RAILING I' (3 -FEET HIGH). SEE SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS 4 ARCH PLAN (TYP.) -- 2 - R3.0' e R3.0' O L SSWL/24' CONTRACTOR SHALL J " R20.0' 4Ea (TYP.) - t REMOVE THE MINIMUM AMOUNT OF EXISTING - - - - - - '="== -_ `^ SIDE NECESSARY TO WALK 4.0' ` T CONSTRUCT THE PROPOSED - ACCESS RAMP. --7,1 R20.0' L SSWL/24" c BUILDING CORN R - 40' INGRESS -EGRESS ESMT. I N. 153714.0365 12.5' PROPOkD ACCESS I E. 1187433.7512 RAMP. INSTR. J.97-1015 I INSTR. 11 97-030753 27.0' LIMITS 0 MILL AND LIMITS OF 1.5 C&G (EXCPT #20) I OVERLAY (TYP.) ±19,882 SQ FT OF MATCHEXISTINGEXISTING - _ I MILL AND OVERLAY LIMITS OF MILL AND B Tom- OVERLAY (TYP-) - - - - - - - - - - - - - - - - - - EXISTING C&G TO REMAIN ESM T. AGREEMENT INSTR. 11 96-21678 -' - - (EXCPT 1118 & 19) PROPERTY CORNER � ! --- - N. 153670.9863 ' I-_ I EXISTING LANDSCiSPr- E. 1187476.6697 15'UTIL1TYESM T i -I--- ---AREA TO REMAIN -- --- 20' PLAT N0. F-103 I INSTR. f 98-002891 (EXCPT #12-13)PRO SED MONUMENT SIGN _ I 00 -) ---- 1 NOT TO EXCEED 8 -FEET IN -, I HYDROBLAST EXISTING n 50' UTaIrY ESMT - - HEIGHT (SEE ARCH. PLANS) I I STRIPING AND RESTRIPE ��Co PLAT NO. F-103 TO MEET MUTCD Z _-- INSTR. d 98-002891 REQUIREMENTS. 30 (EXCPT. #12-13) PROPERTY CORNER N. 153630.5400 ` E. 1187312.7900 PROPERTY CORNER' - 77 - - - - N. 153620.7143 - - - - - - E. 1187401.6283 _- SO'S3'36'WJ/ �P Q RTY `CORNER NORTH - N. 153383,$,490 17.22' 1483 E. 1187468,1433 2:7- CHENAL PARKWAY 68 fi4 \ `Ji' SIGN (R/W VARIES) 7-' PROPERTY CORNER ?` GRAPHIC SCALE IN FEET 3 2 141,097 S.F. TOTAL BUILDING AREA LEGEND PARKING SITE NOTES ACCESSIBLE 14 SPACES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY RATIO PROPOSED CURB AND GUTTER O REGULATIONS AND CODES AND O.S.H.A. STANDARDS. G) PROPOSED PARKING SPACES 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR OG 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. OSTAIRS EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE OI PROPOSED SITE NOTE JO PAVING, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING OK LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. OM RETAINING WALL TYPICAL. SEE DETAIL SHEET. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, C"Al ZOES PROPERTY LINE RK SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. W MARKHAM ST STANDARD DUTY PAVEMENT: SEE "ASPHALT PAVEMENT q�K n GREEK D PLAN" AND/OR "CONCRETE PAVEMENT PLAN" FOR MATERIALS 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. HEAVY DUTY CONCRETE: SEE "ASPHALT PAVEMENT PLAN" AND/OR "CONCRETE PAVEMENT PLAN" FOR MATERIALS 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. EXIT 9A STANDARD DUTY CONCRETE FOR SIDEWALKS AND 6. CONTRACTOR SHALL REPAIR OR REPLACE ANY CURB AND GUTTER O PATIO AREAS SEE "ASPHALT PAVEMENT PLAN" AND/OR AND SIDEWALK DAMAGED DURING THE CONSTRUCTION OF THE SITE o "CONCRETE PAVEMENT PLAN" FOR MATERIALS IMPROVEMENTS. w w PROPOSED BUILDING FOOTPRNT 7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE P ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. PROPOSED LANDSCAPE AREA 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO. ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SITE ANALYSIS TABLE ZOES FOOTPRINT 3,060 S.F. TARGET FOOTPRINT 141,097 S.F. TOTAL BUILDING AREA 144,697 S.F. PARKING 518 SPACES ACCESSIBLE 14 SPACES TOTAL PARKING -532 SPACES RATIO -3.69/1,000 S.F. LANDSCAPE ZOES VUA TABLE 33,105 S.F. 8% OF VUA 2,649 S.F. TOTAL VUA LANDSCAPE AREA 4,400 S.F. TOTAL BUFFER LANDSCAPE 2,251 S.F. SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 9. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR, 10. TOTAL LAND AREA IS 0.90 t ACRES. 11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". `A SHARED PARKING AND ACCESS EASEMENT AGREEMENT 12, MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. BETWEEN ZOES KITCHEN AND TARGET WILL BE ESTABLISHED AND RECORDED AT CLOSING. 13. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SITE LEGEND OAREA STRIPED AT SSWU4" AT 45'@ 2'-0" O.C. O CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL OF DOUBLE SOLID YELLOW LINE /4" WIDE EACH ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). OADA RAMP TYPICAL. SEE DETAIL SHEET OSTANDARD PARKING SPACE 20'X 9' SINGLE BROKEN YELLOW LINE /4" WIDE ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE O PARKING SPACE SIZE, SIGN AND SYMBOL NORTH HEAVY DUTY CONCRETE DUMPSTER AREA WITH 8' TALL STAINED IPE O (HARDWOOD) ENCLOSURE. SEE ARCHITECTURAL PLANS. OG 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. OSTAIRS TYPICAL. SEE DETAIL SHEET OI BUILDING SETBACK LINE PER ZONING ORDINANCE. JO "STOP" SIGN. SEE DETAIL SHEET. OK LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP BAR. SEE DETAIL SHEET. OM RETAINING WALL TYPICAL. SEE DETAIL SHEET. PAINT STRIPING LEGEND SSWU4" - SINGLE SOLID WHITE LINE / 4" WIDE SSYU4" - SINGLE SOLID YELLOW LINE / 4" WIDE DSYU4" - DOUBLE SOLID YELLOW LINE /4" WIDE EACH SSYU10" - SINGLE SOLID YELLOW LINE/ 10" WIDE SBWU4" - SINGLE BROKEN WHITE LINE/ 4" WIDE SBYL14" - SINGLE BROKEN YELLOW LINE /4" WIDE SSWL.'24" - SINGLE SOLID WHITE LINE 24" WIDE PUBLIC STREET- ASPHALT N. 153603.4973 E. 1187401.3599 �� �� 0 10 20 40 PROJECT LOCATION MAP A 5 4 3 THIS DOCUYEM, 1DOElHER MATH THE CONCEP75 AND DESIGNS PRESENTED HERENI, AS AN fNS1Rl11ENT OF SERMCE, 6 MENDED ONLY FOR 7FE SPECFIC PURPOSE AND CLiHT FOR IMfCH IT WAS PREPARED. REUSE OF AND WPROPER REllANCE qi 1HIS DOCUYEM N1IFIOUT WiIT1E71 AU7IWIMZA710N AND ADAPiA710N BY KNKEY-HORN AtD ASSOgA76S. WC. SHALL ff MA7H011T LIABIJTY TO IOYIFf-HORN AND ASSOgAtES. IN0. NOT TO SCALE Zoes Kitchen West Little rc c Pmm2 Rock _C m v West Little Rock, AR m r6 t -Fn, 2 2njq 12700 Chenal Blvd. .o Little Rock, AR E_ NORTH 1v Ry„ MARA LYNN RD C"Al SITE TARGET RK W MARKHAM ST q�K n GREEK EXIT BE EXIT 9A ANIS RD o w w m P PUBLIC STREET- ASPHALT N. 153603.4973 E. 1187401.3599 �� �� 0 10 20 40 PROJECT LOCATION MAP A 5 4 3 THIS DOCUYEM, 1DOElHER MATH THE CONCEP75 AND DESIGNS PRESENTED HERENI, AS AN fNS1Rl11ENT OF SERMCE, 6 MENDED ONLY FOR 7FE SPECFIC PURPOSE AND CLiHT FOR IMfCH IT WAS PREPARED. REUSE OF AND WPROPER REllANCE qi 1HIS DOCUYEM N1IFIOUT WiIT1E71 AU7IWIMZA710N AND ADAPiA710N BY KNKEY-HORN AtD ASSOgA76S. WC. SHALL ff MA7H011T LIABIJTY TO IOYIFf-HORN AND ASSOgAtES. IN0. NOT TO SCALE Zoes Kitchen West Little Rock _C m v West Little Rock, AR m r6 t -Fn, 2 2njq 12700 Chenal Blvd. .o Little Rock, AR E_ C 0) tarrc c a� N esign.. Starr Design, PLLC 1435 West Morehead St, Suite 240 Charlotte, NC 28208 V: 704 377 5200 F: 704 377 5201 www.starrdesigntearn.com Kolmley*Horn 2000 SOUTH BLVD Tel: (704) 333-5131 SUITE 440 Fax: (704) 333-0845 CHARLOTTE, NC 28203 ©2015 Kimley-Horn and Associates, Inc. In a� c rn N a� CONSTRUCTION DOCUMENTS N PROJECT #: 018585013 DATE: 2/25/2015 0 SITE PLAN n E C 0) L 14ZKO19 I@ Starr Design, PLLC 2014