Loading...
HomeMy WebLinkAboutZ-7854-E Map 56' WOOD PRIVACY FENCE ❑O N F w NEW SCREENED DUMPSTER ON CONCRETE PAD MATCH EXISTING CURB AND GUTTER EXISTING SCREENED DUMPSTER PLAYGROUND BUILDING ADDITION 5,212 SF r M N 00°37'10° E 304.27' BUILDING LINE LOT 6 1.05 acres 30' BUILDING SETBACK NEW PARKING S 01°21Y8' W 330.76' I/:111�I:T17111 NEW N CURB AND GUTTER FUTURE PARKING EXISTING ASPHALT DRIVE i �—� I 4-------------- ------------------------- --1 a- - -------------------rn------- FJ? GENERAL NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE ONLY FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS, 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS IS BASED ON A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. CRAFTON TULL ASSUMES NO RESPONSIBILITY REGARDING THE ACCURACY OF THE DEPICTED LOCATION(S) OF THE UNDERGROUND FACILITIES ON THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY OTHER FACILITIES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF ALL FACILITIES BEFORE BEGINNING WORK. 3. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN OR NEAR THE CONSTRUCTION SITE, 4. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC. AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. 1.69 acres EXISTING ONE STORY II BUILDING (10,990 SF) Iq PLAYGROUND S 01-21'18' W 321.75' 5. CONTRACTOR SHALL NOT CAUSE ANY LONG-TERM INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS. ETC. DURING CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. 6. CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED IN THE PLANS OR SPECIFICATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT WHICH ARE NECESSARY TO CONFORM TO OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. 8. CRAFTON TULL & ASSOCIATES, INC. (CTAIHAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES FOR THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CRAFTON, TULL & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION, OR ADYINSTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREOF. FURTHERMORE, CRAFTON, TULL & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR ANY EFFECTS THAT ANYCHANGES TO THESE DOCUMENTS MAY HAVE ON ANY RELATED TRADES, CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT EXCEPT AS SPECIFICALLY NOTED IN THE AGREEMENT BETWEEN GRAFTON, TULL & ASSOCIATES AND THE OWNER. EASEMENT I � I I I II I I I I I i ,nrati P I m II it li II w�PN0 A N O �! 0 rn o v I � I j N ` - I MATCH, EX] CURB AND I I I n I � I ne< I A t0 F mN= I BUILDING SETBACK: p1i \ I I - w' 25.Or_--TO l — EXISTING LIGHT POLE REMAIN_____ I I I ACCESS a WASTEWATER LITTLE ROCK WASTEWATER UTILITY NATURAL_GAS CENTERPOINT ENERGY 11 CLEARWATER DRIVE — -- — - =NOIP EASEMENT m $ I III O7°'Ll'18 E 25767 CABLE TELA COMCAST CABLE _N 1020 W. 4TH STREET 30' BUILDING SETBACK LITTLE ROCK, AR 72201 MATCH EXISTING ASPHALT o C-) w EXISTING 701 W. MARKHAM ST. A --_--a ' -- —ASPHALT — -- PHONE: (501) 329-1800 GAS EXISTING ASPHALT F2 w 2205 EAST ROOSEVELT ROAD UNDERGROUND TELEPHONE LITTLE ROCK, AR 72201 AIR RELEASE VALVE PARKING A FIRE DEPARTMENT CONNECTION Y O ` 1-----_ ` — —a I w S 01' 1'18" W 257,@9' R ---ems--a°r-----°� l ELECTRIC PEDESTAL --- _ I � I EXISTING ASPHALT DRIVE i �—� I 4-------------- ------------------------- --1 a- - -------------------rn------- FJ? GENERAL NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE ONLY FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS, 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS IS BASED ON A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. CRAFTON TULL ASSUMES NO RESPONSIBILITY REGARDING THE ACCURACY OF THE DEPICTED LOCATION(S) OF THE UNDERGROUND FACILITIES ON THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY OTHER FACILITIES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF ALL FACILITIES BEFORE BEGINNING WORK. 3. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN OR NEAR THE CONSTRUCTION SITE, 4. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC. AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. 1.69 acres EXISTING ONE STORY II BUILDING (10,990 SF) Iq PLAYGROUND S 01-21'18' W 321.75' 5. CONTRACTOR SHALL NOT CAUSE ANY LONG-TERM INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS. ETC. DURING CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. 6. CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED IN THE PLANS OR SPECIFICATIONS. 7. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT WHICH ARE NECESSARY TO CONFORM TO OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. 8. CRAFTON TULL & ASSOCIATES, INC. (CTAIHAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES FOR THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CRAFTON, TULL & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION, OR ADYINSTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREOF. FURTHERMORE, CRAFTON, TULL & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR ANY EFFECTS THAT ANYCHANGES TO THESE DOCUMENTS MAY HAVE ON ANY RELATED TRADES, CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT EXCEPT AS SPECIFICALLY NOTED IN THE AGREEMENT BETWEEN GRAFTON, TULL & ASSOCIATES AND THE OWNER. EASEMENT I � I I I II I I I I I i ,nrati P I m II it li II w�PN0 A N O �! 0 rn o v I � I j N ` - I MATCH, EX] CURB AND I I I n I � I ne< I A t0 F mN= I M �oIEXISTING ASPHALT\ - PARKING \\I I - IG zr 3 I I 6' WOOD PRIVACY FENCE I i I I I I i 1 I I I I i I I I I I i 1 UTILITY COMPANIES BUILDING SETBACK: MM I I CENTRAL ARKANSAS WATER AT&T/SBC 221 EAST CAPITAL AVENUE I I I I LITTLE ROCK, AR 72202 I I I N r A ti � mw u n u n I II WASTEWATER LITTLE ROCK WASTEWATER UTILITY NATURAL_GAS CENTERPOINT ENERGY 11 CLEARWATER DRIVE 2205 EAST ROOSEVELT ROAD =NOIP I m $ I III M �oIEXISTING ASPHALT\ - PARKING \\I I - IG zr 3 I I 6' WOOD PRIVACY FENCE I i I I I I i 1 I I I I i I I I I I i 1 UTILITY COMPANIES BUILDING SETBACK: MM TELEPHONE CENTRAL ARKANSAS WATER AT&T/SBC 221 EAST CAPITAL AVENUE 1111 W. CAPITAL AVE. LITTLE ROCK, AR 72202 LITTLE ROCK, AR 72203 (501) 377-1225 (501) 373-6594 WASTEWATER LITTLE ROCK WASTEWATER UTILITY NATURAL_GAS CENTERPOINT ENERGY 11 CLEARWATER DRIVE 2205 EAST ROOSEVELT ROAD LITTLE ROCK, AR 72204 LITTLE ROCK, AR 72201 (501) 688-1414 (501) 377-4558 ELECTRIC ENTERGY CABLE TELA COMCAST CABLE 425 W. CAPITAL AVE. 1020 W. 4TH STREET LITTLE ROCK, AR 72201 LITTLE ROCK, AR 72201 (501) 377-5614 (501) 375-5755 DRAINAGE & ROADWAY CITY OF LITTLE ROCK TRAFFIC AND ACCESS CITY OF LITTLE ROCK 701 W. MARKHAM ST. 621 SOUTH BROADWAY LITTLE ROCK, AR. 72203 LITTLE ROCK, AR. 72201 PHONE: (501) 371-4831 PHONE: (501) 329-1800 GAS SITE DEVELOPER: CENTERPOINT ENERGY 2205 EAST ROOSEVELT ROAD UNDERGROUND TELEPHONE LITTLE ROCK, AR 72201 AIR RELEASE VALVE PHONE: (501) 377-4558 A —� GRAPHIC SCALE IN FEET 30' NOTE: STORM WATER DETENTION TO BY PROVIDED BY EXISTING BASIN AT NORTH EASE CORNER OF SUBDIVISION. t SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS. 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CfP70T 5 PROPERTY DESCRIPTION LOT 5 EPA TALLEY ROAD ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS 7 PROJECT INFORMATION BUILDING SETBACK: FRONT 70' 46 SIDE 30' 4 REAR 12' REQUESTED SITE AREA: 1.69 AC. BUILDING SIZE: 10,990 SQ. FT. EXISTING PHASE 1 -_._- .... ....-.--------------12ns.--------- 16,202 SQ. FT. TOTAL FOLLOWING PHASE 2 BUILDING USAGE: CHILDCARE AND REHAB ZONING: P.I.D WITH I-1 USES ALLOWED ___...__..._....�..._......_......,...._.__._...�__._._,_.12cr„_.__.___._- INCLUDING CHILD CARE AND REHAB. PROPERTY USAGE: CHILDCARE AND REHAB RR DING HEIGHT: < 35'-0°' SITE ENGINEER: CRAFTON, TULL & GAS METER ASSOCIATES, INC. D4 10825 FINANCIAL CENTER ----°-----------° GAS LINE PARKWAY, SUITE 300 STORM SEWER PIPE LITTLE ROCK, AR 72211 C PHONE: 501.664.3245 w WATER LINE (SPECIFY SIZE & TYPE) FAX: 501.664.6704 SITE DEVELOPER: JANE PRINCE PRINCESS INVESTMENTS, LLC UNDERGROUND TELEPHONE 5 REMINGTON COVE AIR RELEASE VALVE LITTLE ROCK, ARKANSAS 72204 zLL- REWIRED PARKING oo PRO q y r VIDEO PARKING: 7g =yo Qoo 41 V SPACE/400 SF) 50 SPACES LOT 5 LEGEND (EXISTING) o FOUND IRON PIN STANDARD PARKING SPACES 46 HANDICAP PARKING SPACES 4 TOTAL PARKING SPACES 50 LEGEND (EXISTING) o FOUND IRON PIN EASEMENT -? LIGHT POLE -------------------------------------------------------- ---- ---- ----- ----- -------- ------ '0 POWER POLE CURB M TELEPHONE PEDESTAL -_._- .... ....-.--------------12ns.--------- (9 N PEDESTAL INTERMEDIATE CONTOUR OMANHOLE MANHOLE ___...__..._....�..._......_......,...._.__._...�__._._,_.12cr„_.__.___._- �►F INDEX CONTOUR 0 SANITARY SEWER CLEANOUT GAS METER --- — — — -- - SANITARY SEWER LINE D4 GAS VALVE ----°-----------° GAS LINE i STORM SEWER PIPE ----w — — —w— — C DOWN GUY w WATER LINE (SPECIFY SIZE & TYPE) x WATER VALVE ----- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE CBE AIR RELEASE VALVE +�—��—°� + UNDERGROUND ELECTRIC A FIRE DEPARTMENT CONNECTION an'— O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD ---ems--a°r-----°� l ELECTRIC PEDESTAL UNDERGROUND TELEVISION CIRCULAR DROP INLET, CHAIN LINK FENCE OVERHEAD TELEVISION GRATED INLET OR JUNCTION —��—�--�--�� GRATED INLET .-. 1.... ...,. BOX (SPECIFY ON PLAN -, SHEET) CHAIN LINK FENCE BARBED WIRE FENCE DROP INLET _-". '-,--.... ,,. =9 WOOD FENCE BARBED WIRE FENCE -_....__..„__._..__.,__._....-,......_.._.,_-----,._.... TREE --- ------r° `` FIBER OPTIC r TREE TO BE REMOVED RIGHT OF WAY , ROAD CENTERLINE LEGEND (PROPOSED) • SYMBOLS SET IRON PIN LINEWORK ----------- ------------------ EASEMENT N LIGHT POLE INCLUDING CHILD CARE AND REHAB. O POWER POLE CURB ■ TELEPHONE PEDESTAL 12066 ® N PEDESTAL INTERMEDIATE CONTOUR WATER LINE MANHOLE 7205 �►F INDEX CONTOUR 0 SANITARY SEWER CLEANOUT AIR RELEASE VALVE • GAS METER SANITARY SEWER LINE N GAS VALVE INCLUDING CHILD CARE AND REHAB. O STORM SEWER PIPE GAS LINE CRAFTON LULL, & STRUCTURE NUMBER ASSOCIATES, INC. 10825 FIlMiCIAL CENTER WATER LINE ►� WATER VALVE �►F FIRE HYDRANT ASSEMBLY UNGERGROUND TELEPHONE IBI AIR RELEASE VALVE ._. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC WATER METER i B BACK FLOW PREVENTER OVERHEAD ELECTRIC • REDUCER FIBER OPTIC PLUG VALVE RECTANGULAR DROP INLET, UNDERGROUND TELEVISION GRATED INLET OR JUNCTION an'— BOX (SPECIFY ON PLAN OVERHEAD TELEVISION SHEET) CIRCULAR DROP INLET, CHAIN LINK FENCE GRATED INLET OR JUNCTION —��—�--�--�� BOX (SPECIFY ON PLAN WOOD FENCE SHEET) BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE LOT 6 PROPERTY DESCRIPTION LOT 6 EPA TALLEY ROAD ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS t PROJECT INFORMATION SITE AREA 1.05 AC. ZONING: P.LD W1H 1-1 USES AVOWED FUTURE PARKING SPACES INCLUDING CHILD CARE AND REHAB. PROPERTY USAGE: PARKING LOT SITE ENGINEER: CRAFTON LULL, & ASSOCIATES, INC. 10825 FIlMiCIAL CENTER PARKWAY, SUITE 300 LITTLE RUCK. AR 72211 PHONE: 501.664.3245 FAX: 501664.6704 SITE DEVELOPER: JANE PRINCE PRINCESS INVESTMENTS, LLC 5 REMINGTON COVE LITTLE RUCK, ARKANSAS 72204 PROVIDED PARKING: 15 SPACES FUTURE PARKING 15 SPACES LOT 6 Arkansas One Call Know what's below. Call before you dig. 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 4` Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: „ou0,u \ F AUTyJ�"° _- `� CRAFION, TULL & ASSOCIATES, INC. > No. 109 =y o ';J 2 q..... A5 EIK+INEE0. LOT 5 AND 6 EPA TALLEY ROAD ADDITON 5 REMINGTON COVE LITTLE ROCK, ARKANSAS Key Plan No. Description Date This document, and the ideas and designs Incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. 70g'CRUCTION PROJECT NO: 10807806 aO ISSUEDATE: 07/20/15 �Oe THIS F CONTACT: &PETERSON DOCUMENT IS CHECKED BY: 2 PRELIMINARY IN+ PRELIMINARY r NATUREAND IS NOT m A FINAL, SIGNED i PLANSDOCUMENT m AND SEALED ao� ® 2015 Crafton, Tull fiAssoci�ater, Inc. fid' NOI10(1a=5� 111111 SITE PLAN 01.01 STANDARD PARKING SPACES 15 FUTURE PARKING SPACES 15 TOTAL PARKING SPACES 30 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 4` Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: „ou0,u \ F AUTyJ�"° _- `� CRAFION, TULL & ASSOCIATES, INC. > No. 109 =y o ';J 2 q..... A5 EIK+INEE0. LOT 5 AND 6 EPA TALLEY ROAD ADDITON 5 REMINGTON COVE LITTLE ROCK, ARKANSAS Key Plan No. Description Date This document, and the ideas and designs Incorporated herein, as an instrument of professional service, is the property of Crafton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crafton, Tull & Associates, Inc. 70g'CRUCTION PROJECT NO: 10807806 aO ISSUEDATE: 07/20/15 �Oe THIS F CONTACT: &PETERSON DOCUMENT IS CHECKED BY: 2 PRELIMINARY IN+ PRELIMINARY r NATUREAND IS NOT m A FINAL, SIGNED i PLANSDOCUMENT m AND SEALED ao� ® 2015 Crafton, Tull fiAssoci�ater, Inc. fid' NOI10(1a=5� 111111 SITE PLAN 01.01