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HomeMy WebLinkAboutZ-8730 Map 2MATCH EXISTING U1 LOT 16 SIDEWALK EXISTING CONCRETE BLOCK EXISTING ROCK j RETAINING WALL TO REMAIN RETAINING WALL II 3 I TO REMAIN II 20,08' MATCH EXISTING I ' 54' CURB AND GUTTER - - n 25' -- 135.50' --- 24' - ^ -- i u CD- 10' BUILDING SETBACK ---y SAWCUT AND MATCH EXISTING NEW MRI BUILDING ASPHALT 3,181 S.F. 11 PARKING SPACES 5' L I 3.5 SPACES/ 1000 S.F. m jo 2 �n ,Y II ,y-j N 'o a> I R6 vl ;n ROPOSED PROPOSED zl N 5 C ACCESS RAMP _ �f - HC PARKING (TYP.) r MATCH EXISTING I PROPOSED 5::: 24 18.5' CURB AND GUTTER I HC SIGN PROPOSED (TYP.) - M (TYP.)25' 5' - PROPOSED CONC. PROPOSED SIDEWALK 5 R20 O WHEELSTOP (TYP.) g i - 1-- 10' BUILDING SETS PROPOSED Fn OPY n SAWCUT AND ^I .II o MATCH EXISTING - 10' RIGHT- x1 ASPHALT r, OFF WAY DEDICATION n 2- "._.�. �. n -; _ .. % MATCH EXISTING EXISTING J i L CURB INLET MATCH EXISTING CURB AND GUTTER CURB INLET ar TOP 275.29 CURB AND GUTTER TO REMAIN FL BOX 273.19 PROPOSED MATCH EXISTING PRON W�.•ST MARKHAM STREET CURB AND GUTTER SAWCUT AND J MATCH EXISTING R/W VARIES ASPHALT SAWCUT AND / MATCH EXISTING ASPHALT - JUNCTION BOX TOP 272.66 FL BOX 270.36 k t. PROPOSED PROJECT LOCATION VICINITY MAP co a> 00 0 LOT 11 PROPOSED 6' WOOD PRIVACY FENCE. FINISHED SIDE TOWARD ADJACENT PROPERTY EXISTING ROCK RETAINING WALL TO REMAIN 1.I 1 `10�ill LOT 12 LOT 13 SANITARY SEWER MH TOP RIM 280.26 FL 6" N. 277.41 FL 6" S. 277.31 - ROCK RETAINING WALL MATCH EXISTING CONC. APRON JER MH TOP RIM 276.32 FL 6" N. 274.00 FL 8" E. 273.77 4*M GRAPHIC SC' :N FEET 20' 20' 1. CAUTION: UNDERGROUND UTILITIES LIE i4:Tn;N ANJ AJ <;EM1T TJ --L -:MIT-a Cv c r =-_ _. - __=_ 'SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL AN ATTEMPT HAS BEEN MADE TO LOCATE THESE UTILITIES ON THE PLANS; HOWEVER ALL RESTRICTIVE CODES. WHICHEVER IS MORE RESTRICTIVE. EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY 9. CONTRACTOR TO FIELD VERIFY ALL SURVEY INFORMATION BEFORE CONSTRUCTION. VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE 10. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING STRUCTURES, PAVEMENTS, AND UTILITIES. CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE 11. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION OF THE PROJECT. LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY 12. THE CONTRACTOR SHALL COMPLY WITH THE LATEST STANDARDS OF OSHA FOR EXCAVATION AND LOCATION MARKING UNTIL THEY ARE NO LONGER NECESSARY. TRENCHING PROCEDURES. 2. ARKANSAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO 13. CONTRACTOR SHALL COORDINATE THE INSPECTION OF UTILITY AND PAVEMENT CONSTRUCTION WORKING DAYS ADVANCE NOTIFICATION THROUGH THE ARKANSAS ONE -CALL SYSTEM CENTER WITH THE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES OR PAVING OPERATIONS. BEFORE EXCAVATING USING MECHANIZED EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CAST OF 14• THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE APPROPRIATE AN EMERGENCY). THE ONE -CALL SYSTEM TELEPHONE NUMBER IS 1-800-482-8998 THE AUTHORITIES. CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL NOT 15. CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIE'• ALL UTILITY COMPANIES ARE MEMBERS OF THE ARKANSAS ONE -CALL SYSTEM: THE CONTRACTOR BEFORE CONSTRUCTION. IMMEDIATELY REPORT CONFLICTS TO THE ENGINEER. IS ADVISED TO CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE -CALL SYSTEM 16. CONTRACTOR SHALL RELOCATE UTILITIES ALONG CENAL PARKWAY AND WELLINGTON HILLS ROAD 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS AS NEEDED. COORDINATE WITH LOCAL UTILITIES. DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE 17. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS, IN GRADE AND ALIGNMENT, 4. DIMENSIONS GIVEN ARE TO THE BACK OF CURB, CENTER OF PARKING STRIPE, FACE OF BUILDING, 18. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE EDGE OF PAVEMENT, FRONT FACE OF INLETS, OR THE PROPERTY LINE UNLESS OTHERWISE NOTED.. FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN 5. ALL SIGNAGE, PAVEMENT MARKINGS, AND PARKING LOT STRIPING SHALL CONFORM TO REQUIREMENTS AND VEHICULAR TRAFFIC TO AND FROM THE SITE. GIVEN IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 19. CONTACT PUBLIC WORKS AT (501) 918-5217 FOR INSPECTIONS OF ANY WORK IN THE PUBLIC RIGHT-OF- 6. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS WAY PRIOR TO PLACEMENT CONCRETE OR ASPHALT OR FOR ON -SITE CLARIFICATION OF REQUIREMENTS AND CODES AND OSHA STANDARDS. PRIOR TO COMMENCING WORK.K. FAILURE TO DO SO CAN RESULT IN REMOVAL OF ANY IMPROPERLY PLACED 7. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. CONCRETE OR ASPHALT AT THE EXPENSE OF THE OWNER OR CONTRACTOR. �1 PROPERTY DESCRIPTION LOT 14 AND LOT 15, BLOCK 4, RIFFEL & RHOTON RIDGELAND ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS. FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AND IS DESIGNATED TO BE IN ZONE X BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 0501810064F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED OCTOBER 19, 2001. &EA. ACRES DEVELOPED ZONING: C-3 BUILDING COVERAGE - AREA: 0.067 PERCENT: 23% PARKING:_ REQUIRED - 3 SPACES PER PHYSICIAN PROVIDED = 13 SPACES iMIN 2i%:1(21%199A 14,000 SF MIN. 100' WIDTH MIN. FIRE LANES: -FINAL LOCATIONS TO BE COORDINATED WITH THE LITTLE ROCK FIRE DEPARTMENT WETLANDS NOTE: THE AREA OF THIS PROPOSED ADDITION IS NOT LOCATED ON OR NEAR ANY KNOWN DESIGNATED WETLANDS. OWNER/DEVELOPER: PHILLIP CLIFFORD STONEBRIAR IMAGING 3550 PARKWOOD BLVD., SUITE C-302 FRISCO, TX 75034-0000 214.793.7309 CIVIL ENGINEER/ SURVEYOR: CRAFTON, TULL, & ASSOCIATES, INC. 10825 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, AR 72211 501.664.3245 FAX: 501.664.6704 ARCHITECT: RPPY ARCHITECTS 713 W. 2-nd STREET LITTLE ROCK, ARKANSAS 501.372.0272 FAX: 501.372.3645 UTILITY INFORMATION WATER gAa WATER SERVICE WILL BE PROVIDED BY CENTRAL ARKANSAS WATER, CENTRAL ARKANSAS WATER CENTERPOINT ENERGY SANITARY SEWER SERVICE WILL BE PROVIDED BY LITTLE ROCK WASTEWATER UTILITY. 221 EAST CAPITAL AVENUE 2205 EAST ROOSEVELT ROAD NATURAL GAS UTILITY SERVICES WILL BE PROVIDED BY CENTERPOINT ENERGY. LITTLE ROCK, AR. 72202 LITTLE ROCK, AR 72201 TELEPHONE SERVICES WILL BE PROVIDED BY AT&T CORPORATION. PHONE: (501) 377-1225 PHONE: (501) 377-4558 CABLE TELEVISION SERVICES WILL BE PROVIDED BY COMCAST CABLE. WASTEWATER CABLE TELEVISION ELECTRIC TELEPHONE AT&T LITTLE ROCK WASTEWATER UTILITY COMCAST CABLE ENTERGY 11 CLEARWATER DRIVE W 4TH STREET 425 W. CAPITAL AVENUE 1111 WEST CAPITAL AVENUE LITTLE ROCK, AR. 72204 LE ROCK, 72201 LITTLE LITTLE ROCK, AR. 72201 LITTLE ROCK, AR, 72203 PHONE: (501) 688-1414 PHONE: (501) 375-5755 PHONE: (501) 377-5614 PHONE: (501) 373-6594 t'© SITE NOTES , 1. ALL WORK AND MATERIALS SHALLI COMPLY WITH Al CITY/COUNTY/STATE/FED_RAL REGULATIONS AND CODES AND OSHA STANDARDS. 2. 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. 3, ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 8. 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. o SYMBQLS FOUND IRON PIN LINEWORK ---------------------- EASEMENT E LIGHT POLE �L POWER POLL: CURB m TELEPHONE PEDESTAL r (� TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR a SANITARY SEWER CLEANOUT GAS METER SANITARY SEWER LINE D4 GAS VALVE --------6--- GAS LINE STORM SEWER PIPE E DOWN GUY WATER LINE (SPECIFY SIZE III TYPE) IXI WATER VALVE UCT------UGT FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE C8� AIR RELEASE VALVE -Ua --0�-USE-- {r--UUE- 11 UNDERGROUND ELECTRIC A FIRE DEPARTMENT CONNECTION O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD -----UM-----Ua -. E ELECTRIC PEDESTAL UNDERGROUND TELEVISION Ili OVERHEAD TELEVISION L� GRATED INLET l CHAIN LINK FENCE DROP INLET WORD FENCE :...._..._,_ .._...x. �._........ �.................. BARBED WIRE FENCE TREE M FIBER OPTIC Ne N1;1 - RIGHT OF WAY A TREE TO BE REMOVED - - ROAD CENTERLINE LEGEND (PROPOSED) • SYMBOLS SET IRON PIN LINE/- ------------------ EASEMENT LIGHT POLE lq POWER, POLE CURB ■ TELEPHONE PEDESTAL 1200 0 TV PEDESTAL INTERMEDIATE CONTOUR d MANHOLE 1 INDEX CONTOUR o SANITARY SEWER CLEANOUT- ♦ GAS METER SANITARY SEWER LINE ►� GAS VALVE -a , 0 STORM SEWER PIPE GAS LINE z-z STRUCTURE NUMBER W W WATER LINE N WATER VALVE +N- FIRE HYDRANT ASSEMBLY UNDERGROUND PHONE No AIR RELEASE VALVE - -- -�--- -. air FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC 10 WATER METER OVERHEAD ELECTRIC E BACK FLOW PREVENTER - • REDUCER FIBER OPTIC PLUG VALVE. DROP INL ,, GRATED INLET UNDERGROUND TELEVISION ® OR JUNCTION BOX (SPECIFY am ar------- ON PLAN S4EET) OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE BARBED WIREFENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE 0� 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering I surveying 501.664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION: ` ,OAF AUT�o� CRAFTON, TULL & ASSOCIATES, INC. D= cy- No. 109 q"PrANsns Er���z"�o- i STGNEBRIAR IMAGING CLINIC 3924 VV.MAR„HAM STe rT LITTLE RUCK, ARKANSAS 'I Key Plan 3 No. Descrlptlon -_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. PROJECT NO: 118081-00 ccN_ RUCTION RFC ISSUEDATe 12/13/11 �04 THIS CONTACT: B.PETERSON o DOCUMENT IS on I CHECKED BY: Z PRELIMINARYIN NATURE AND IS NOT PRELIMINARY N AFINAL,SIGNED o PLANS 3 AND SEALED a ® 2011 Crafton, TUII &AssoaDOCUMENT Associates, Inc. �� 01) _so No! .i.co'CO, I