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HomeMy WebLinkAboutZ-6199-E Map 2N. 154012.2763 E. 1187318.6250 / PROPERTY OF CITY OF LITTLE ROCK / (GREENBELTFLOODPLAIN)/ KEYSTONE RETAIN. WALL - W/ 4' CHNLK FENCE PROPERTY CORNER N. 153937.5430 E. 1187317.4827 15" UTILITY ESML PLAT N0. F-103 INSTR. J 98-002891 (EXCPT 112-13) BLDG. SETBACK AGREEMENT INSTR. # 2000056130 (EXCPT. 125) G v X25'* UTILITY ESM7 y " PC*Z NO F-103 INSTR. J-98-002891 ° (EXCPT. 112-13) ZONE t I I 'NITS 0r (- r 00 YR 100r7PL7'Al 'SRM 1 A fLL 0501,51 0043 f O 2 U, LIMITS OF 1.5' C&G MATCH EXISTING R20.0' SSWL/24 33.8' 20,0'.. 20.0' 22.0' (N005233 "E, 381.77' PLA T)I NO05233'E TARGET FOOTPRINT 1. ' ' R30' v . \ Tp,p' 518 SPACES REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 14 SPACES PROPOSED PARKING SPACES 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR 381.78' ARCH PLANS (TYP.) 1 I EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE ' 20.0--��0, O (HARDWOOD) ENCLOSURE. SEE ARCHITECTURAL PLANS. PAVING, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING (1 , R20.0' TYPICAL. SEE DETAIL SHEET DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. BUILDING SETBACK LINE PER ZONING ORDINANCE. ZOES PROPERTY LINE I' f.. i t R3.0'77 LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP R3.0' ` 'O R3.0' SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS WALL TYPICAL. SEE DETAIL SHEET. L SSWL/24" ESTABLISHED. SEE 02900 SPECIFICATION. i 20.�' -- ( �- - 20.0' LOT 2 GREYROCK SUBDIVISION (RETAIL SHOPS) D I O I 4. PROPERTY OF CHENAL CREEK, LLC I STRIPED RADII ARE TO BE 5'. O 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 Q OTHERWISE NOTED. STANDARD DUTY CONCRETE FOR SIDEWALKS AND 6. CONTRACTOR SHALL REPAIR OR REPLACE ANY CURB AND GUTTER R �kCRFFK LIMITS M PATIO AREAS: SEE "ASPHALT PAVEMENT PLAN" AND/OR AND SIDEWALK DAMAGED DURING THE CONSTRUCTION OF THE SITE SSWL/4" IMPROVEMENTS. OPROPOSED BUILDING FOOTPRINT 7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST d 3 LEGEND SITE NOTES SITE ANALYSIS TABLE ZOES FOOTPRINT 3,060 S.F. TARGET FOOTPRINT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY 144,697 S.F. PROPOSED CURB AND GUTTER 518 SPACES REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 14 SPACES PROPOSED PARKING SPACES 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR *3.69/1,000 S.F. ARCH PLANS (TYP.) 1 PARKING SPACE SIZE, SIGN AND SYMBOL EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE ' 20.0--��0, O (HARDWOOD) ENCLOSURE. SEE ARCHITECTURAL PLANS. PAVING, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING (1 , PROPOSED SITE NOTE TYPICAL. SEE DETAIL SHEET DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. BUILDING SETBACK LINE PER ZONING ORDINANCE. ZOES PROPERTY LINE 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP R3.0' ` 'O R3.0' SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS WALL TYPICAL. SEE DETAIL SHEET. L SSWL/24" ESTABLISHED. SEE 02900 SPECIFICATION. MARA LYNN RD STANDARD DUTY PAVEMENT: SEE "ASPHALT PAVEMENT j CONTRACTOR SHALL 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. STANDARD DUTY CONCRETE FOR SIDEWALKS AND 6. CONTRACTOR SHALL REPAIR OR REPLACE ANY CURB AND GUTTER R �kCRFFK O PATIO AREAS: SEE "ASPHALT PAVEMENT PLAN" AND/OR AND SIDEWALK DAMAGED DURING THE CONSTRUCTION OF THE SITE "CONCRETE PAVEMENT PLAN" FOR MATERIALS IMPROVEMENTS. OPROPOSED BUILDING FOOTPRINT 7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST BE INCLUDED IN BASE BID. EAT e9 OSHALL ' PROPOSED LANDSCAPE AREA EAT BA AMSRD 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. J Q R20.0 J REMOVE THE MINIMUM - --AMOUNT OF EXISTING SIDEWALK NECESSARY TO 4.0' mCONSTRUCT THE PROPOSED 7-7 --ACCESS RAMP. R20.0' L SSWL/24" BUILDING CORN R L 4��I 40' INGRESS -EGRESS ESML I o N. 153714.0365 12,5' PROPOSED ACCESS NSTR. y 97-10315 I E. 1187433.7512 RAMP.I INSTR. y 97-030753 27.0' LIMITS OF 1.5' C&G (EXCPT.# 20) LIMITS OF MILL AND I TYP.) 119,882 SQ FT OF MATCHEXISTINGEXISTING OVERLAY _ _ I ( MILL AND OVERLAY LIMITS OF MILL AND B 1 OVERLAYI (TYP.) I I ---_ _J ---T---------__-�_______�---------- EXISTING C&G TO REMAIN- ESML AGREEMENT INSTR. y 96-21678 - _ PROPERTY CORNER (EXCPT JIB & 19) I N. 153670.9863 ' EXISTING LANDSdWE' E. 1187476.6697j - 15'UrILITYESMT. i -I -iz -_AREA TO REMAIN - --__-- 20' PLAT NO F-103 I --- INSTR. # 98-002891 (EXCPT, #12-13 W ) - 1 PROPOSED MONUMENT SIGN I 00n I NOT TO EXCEED 8 -FEET IN - I HYDROBLAST EXISTING G 50' UTILITY ESML 'L.HEIGHT (SEE ARCH. PLANS) , I STRIPING AND RESTRIPE ��°' PLAT NO F-103 _= TO MEET MUTCD Z i -- -NSTR. // 98-00289 1 ' I REQUIREMENTS. 30 (EXCPT. #12-13) PROPERTY CORNER N153630.5400CORNER. NE. 1187312.7900 PROPERTY L N. 153620.7143 - - - - - - _ - E 1187401 6283- ��' -------------- NORTH - - �PRQeERTY'GORNER SO 53 36 W N. 153383.8490 17.22' 148,3 E. 11`87468.1433- CHENAL PARKWAY1 5 �: J? SIGN ( PROPERTY CORNER R/W VARIES) �4 - _ 6862'�� ��t GRAPHIC SCALE IN FEET SITE LEGEND OAREA 1 O 3.0 DOUBLE SOLID YELLOW LINE 14" WIDE EACH to-rr_r i muni. ar-r. OC ADA RAMP TYPICAL. SEE DETAIL SHEET OD STANDARD PARKING SPACE 20'X 9' SINGLE BROKEN YELLOW LINE 14" WIDE ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE ARCH PLANS (TYP.) 1 PARKING SPACE SIZE, SIGN AND SYMBOL 'j ' 20.0--��0, O (HARDWOOD) ENCLOSURE. SEE ARCHITECTURAL PLANS. OG 18" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. ^ TYPICAL. SEE DETAIL SHEET OI BUILDING SETBACK LINE PER ZONING ORDINANCE. Y SIGN. SEE DETAIL SHEET. OK LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP R3.0' ` 'O R3.0' ORETAINING WALL TYPICAL. SEE DETAIL SHEET. L SSWL/24" MARA LYNN RD j CONTRACTOR SHALL J Q R20.0 J REMOVE THE MINIMUM - --AMOUNT OF EXISTING SIDEWALK NECESSARY TO 4.0' mCONSTRUCT THE PROPOSED 7-7 --ACCESS RAMP. R20.0' L SSWL/24" BUILDING CORN R L 4��I 40' INGRESS -EGRESS ESML I o N. 153714.0365 12,5' PROPOSED ACCESS NSTR. y 97-10315 I E. 1187433.7512 RAMP.I INSTR. y 97-030753 27.0' LIMITS OF 1.5' C&G (EXCPT.# 20) LIMITS OF MILL AND I TYP.) 119,882 SQ FT OF MATCHEXISTINGEXISTING OVERLAY _ _ I ( MILL AND OVERLAY LIMITS OF MILL AND B 1 OVERLAYI (TYP.) I I ---_ _J ---T---------__-�_______�---------- EXISTING C&G TO REMAIN- ESML AGREEMENT INSTR. y 96-21678 - _ PROPERTY CORNER (EXCPT JIB & 19) I N. 153670.9863 ' EXISTING LANDSdWE' E. 1187476.6697j - 15'UrILITYESMT. i -I -iz -_AREA TO REMAIN - --__-- 20' PLAT NO F-103 I --- INSTR. # 98-002891 (EXCPT, #12-13 W ) - 1 PROPOSED MONUMENT SIGN I 00n I NOT TO EXCEED 8 -FEET IN - I HYDROBLAST EXISTING G 50' UTILITY ESML 'L.HEIGHT (SEE ARCH. PLANS) , I STRIPING AND RESTRIPE ��°' PLAT NO F-103 _= TO MEET MUTCD Z i -- -NSTR. // 98-00289 1 ' I REQUIREMENTS. 30 (EXCPT. #12-13) PROPERTY CORNER N153630.5400CORNER. NE. 1187312.7900 PROPERTY L N. 153620.7143 - - - - - - _ - E 1187401 6283- ��' -------------- NORTH - - �PRQeERTY'GORNER SO 53 36 W N. 153383.8490 17.22' 148,3 E. 11`87468.1433- CHENAL PARKWAY1 5 �: J? SIGN ( PROPERTY CORNER R/W VARIES) �4 - _ 6862'�� ��t GRAPHIC SCALE IN FEET 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 14" WIDE EACH ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). OC ADA RAMP TYPICAL. SEE DETAIL SHEET OD STANDARD PARKING SPACE 20'X 9' SINGLE BROKEN YELLOW LINE 14" WIDE ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE O PARKING SPACE SIZE, SIGN AND SYMBOL 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. O"STOP" SIGN. SEE DETAIL SHEET. OK LANDSCAPED AREA. SEE LANDSCAPE PLAN. OSTOP BAR. SEE DETAIL SHEET. ORETAINING WALL TYPICAL. SEE DETAIL SHEET. PAINT STRIPING LEGEND SS11VU4" - SINGLE SOLID WHITE LINE / 4" WIDE SSYU4" - SINGLE SOLID YELLOW LINE / 4" WIDE DSYU4" - DOUBLE SOLID YELLOW LINE 14" WIDE EACH SSYU10" - SINGLE SOLID YELLOW LINE/ 10" WIDE SB`NU4" - SINGLE BROKEN WHITE LINE 14" WIDE SBYU4" - SINGLE BROKEN YELLOW LINE 14" WIDE SSWU24" - SINGLE SOLID WHITE LINE 124" WIDE PUBLIC STREET -ASPHALT N. 153603.4973 ~~ E. 1187401.3599 ���� 0 10 20 40 PROJECT LOCATION MAP -_. NOT TO SCALE A 5 4 3 2 THIS DOCUMENT. TOGE:M NTH THE CONCEPTS AM DESIGNS PRESENTED HEREN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR *NCH IT WAS PREPARED. REUSE OF AND WPRCPER RIS IMICE ON THIS DOCIIYENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY IdM.EY-HORN MID ASSOCIATES, W. SHALL BE WITHOUT UMUTY TO IGM EY -HORN AND ASSOCIATES, INC. Zoes Kitchen West Little _ yr Rock U)N v m m West Little Rock, AR t 12700 Chenal Blvd. m 035 FEB 2 7 2 'o Little Rock, AR fl C a) c rrc e Sw� a) ignc m Starr Design, PLLC 1435 West Morehead St, Suite 240 Charlotte, NC 28208 V: 704 377 5200 F: 704 377 5201 www.starrdesignteam.com Kolmley)OHorn 2000 SOUTH BLVD Tel: (704) 333-5131 SUITE 440 Fax: (704) 333-0845 CHARLOTTE, NC 28203 ©2015 Kimley-Horn and Associates, Inc. c U CONSTRUCTION DOCUMENTS N PROJECT #: 018585013 DATE: 2/25/2015 0 SITE PLAN C�4 E C N a) 14ZKO19 I@ Starr Design, PLLC 2014 L �P mm 'w 2 ;� NORTH op i MARA LYNN RD Y W'ka nd 'Y,CHFA,ALpR SITE TARGET W MARNHAM ST R �kCRFFK EAT e9 EAT BA AMSRD o n g o 0 p PUBLIC STREET -ASPHALT N. 153603.4973 ~~ E. 1187401.3599 ���� 0 10 20 40 PROJECT LOCATION MAP -_. NOT TO SCALE A 5 4 3 2 THIS DOCUMENT. TOGE:M NTH THE CONCEPTS AM DESIGNS PRESENTED HEREN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR *NCH IT WAS PREPARED. REUSE OF AND WPRCPER RIS IMICE ON THIS DOCIIYENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY IdM.EY-HORN MID ASSOCIATES, W. SHALL BE WITHOUT UMUTY TO IGM EY -HORN AND ASSOCIATES, INC. Zoes Kitchen West Little _ yr Rock U)N v m m West Little Rock, AR t 12700 Chenal Blvd. m 035 FEB 2 7 2 'o Little Rock, AR fl C a) c rrc e Sw� a) ignc m Starr Design, PLLC 1435 West Morehead St, Suite 240 Charlotte, NC 28208 V: 704 377 5200 F: 704 377 5201 www.starrdesignteam.com Kolmley)OHorn 2000 SOUTH BLVD Tel: (704) 333-5131 SUITE 440 Fax: (704) 333-0845 CHARLOTTE, NC 28203 ©2015 Kimley-Horn and Associates, Inc. c U CONSTRUCTION DOCUMENTS N PROJECT #: 018585013 DATE: 2/25/2015 0 SITE PLAN C�4 E C N a) 14ZKO19 I@ Starr Design, PLLC 2014 L