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HomeMy WebLinkAboutZ-9103-A Map 6LUST 8" SANIT ------------ _ _,_. _ _ _ _._, HILL PET PITAL AR2 1 CK 2 I EXISTING RODNEY PARHAM & �� POWER POLE BRECKENRIDGE, LL LOT 1 BLOCK 2 = �/ a ' 00001/ � t \v� 1` dk EXISTING �a 6° SANITARY SEWER EXISTING SS MH // v Rsp• �% ' NEW CURB . AND GUTTER 24.74' 18.5' I ' I _ ____J EXISTING i 1 I SS MH BRECKENRIDGE PROF BUILDING, ILL. LOT "A"R•3" � .. . BLOCK 2 1 ■■■■■■■■■■■■■■■41111, ♦ R8' \ CONCRETE \ BOUNDARY IS APPROXIMATE APRON ;` \ \� PER BROOKS SURVEY DATED APRIL 2012. \+\\ ) TOPOGRAPHIC INFORMATION IS PER PAGIS. EXISTING "�� E NANO \ -- 24" WATER LINE MATCH EXISTING \�V v` /' CURB AND GUTTER o♦ 160 'Po \\ \ r \ I ` N� \♦ ` ��♦♦ A4\`♦♦♦ R9' 14 R50If \ v \ \ EXISTING - k\ 1 \♦ I 8 WATER LINE v `♦ % �`. / 50 51'1 ACCESSIBLE PARKING SPACE ♦ ` (TYP.) r `♦ ACCESSIBLE�y �\ i- SIGN (TYP.) / ♦ ACCESSIBEL STRIPING ISLAND j EXISTING (TYP.) FIRE HYDRANT' / / / ' � 18.5 CLIFF JACKSON 15' 11' I 24.5' / J ' S _.I, �♦♦♦ 1.1 :. !,4 ..' .,.- � �� 2g5 - -.'6. N 5,pb, = _ __ .._ -100-YEAR FLOODPLAIN � (BY GRAPHIC SCALING) 1IN ♦♦♦� N 10 tom „ ■m1■■■■♦t/ ♦■■1 ■ ■ I EXISTING P At N ♦ t _ \ �cr.'" • i ;' \� � •♦�1 8" SANITARY SEWER 1 E 11�I �2' �a ■, N - ♦♦♦♦♦ F � Y i.2833, / 3 I Arkansas One Call , 1 _ O Tn � 11 } L 113.67' ZOIIE AE FLOODWAY EXISTING o Know what's below. .r / J SS MH ' ♦!1Wr}'�l- ��f�-J�.p�rp �1. ��.� �.4 // ems•' j. �.a - / Call before y ,..%/! �..��. ou dig. 3 1 Ift I i lift vp >0.08 ' to 1!I f ....„a (j/� Vi r r 1 EXISTING - GUTTER i A�co «' N QZ 53.12' t LEGEND (EXISTING SYMBOLS) SYMBOLS LINEWORK a FOUND IRON PIN EASEMENT _q LIGHT POLE _----------------------- ------------------ --------------- - � POWER POLE CURB m TELEPHONE PEDESTAL E TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE INDEX CONTOUR o SANITARY SEWER CLEANOUT 0 GAS METER SANITARY SEWER LINE D4 GAS VALVE °---°---`---`G— GAS LINE ` -- — —J STORM SEWER PIPE _—"---"---°---•_--"— — DOWN GUY WATER LINE (SPECIFY Stiff tit TYPE) Da WATER VALVE ---u(r----unT---uOT— FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE C80 AIR RELEASE VALVE "—��--°�— UNDERGROUND ELECTRIC 1. FIRE DEPARTMENT CONNECTION OHEOHE— --OHE-1j O WATER METER OVERHEAD ELECTRIC SPRINKLER HEAD ary—ucrv---u.rv---uc © ELECTRIC PEDESTAL UNDERGROUND TELEVISION glry 01m WTV WTV OVERHEAD TELEVISION GRATED INLET CHAIN LINO FENCE DROP INLET WDOO FENCE BARBED WIRE FENCE TREE rH m - FIBER OPTIC ' RIGHT OF WAY &: TREE TO BE REMOVED I-. ROAD CENTERLINE t0 LEGEND (CONSTRUC) • SYMBOLS SET IRON PIN ORK LINEJ-------------------- EASEMENT LIGHT POLE )III PDWER POLE CURB ■ TELEPHONE PEDESTAL 1206 N TV PEDESTAL INTERMEDIATE CONTOUR Q MANHOLE 1205 INDEXCONTOUR o SANITARY SEWER CLEANOUT - - • GAS METER SANITARY SEWER LINE ►� GAS VALVE o O STORM SEWER PIPE GAS LINE QED STRUCTURE NUMBER W WATER LINEuar ►� WATER VALVE +04- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE Iwr IBI AIR RELEASE VALVE uz—emu-1 T,• FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER DIE WE 1 6 BACK FLOW PREVENTER OVERHEAD ELECTRIC • REDUCER w FIBER OPTIC RECTANGULAR DROP INLET, GRATED INLET OR JUNCTION _ UNDERGROUND TELEVISION uon BOX iS�CIFY ON PLAN SHEET) __am,s--anv—_.—am——omv® OVERHEAD TELEVISION CIRCULAR DROP INLET, �•J GRATED INLETJILNPLATION CHAIN LINK FENCE OOR N BOX SHEET) WOOD FENCE CONCRETE SIDEWALK BARBED WIRE FENCE BUILDING SET BACK HEAVY DUTY ASPHALT RIGHT OF WAY CONCRETE PAVEMENT PROPERTY LINE ROAD CENTERLINE REGULAR DUTY ASPHALT 0 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/WUNTY/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 INSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. B. CONTRACTOR SHALL BATCH NEW 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. STANDARD PARKING SPACES 57 ACCESSIBLE PARKING SPACES 3 TOTAL DARKING SPACES 60 R1�'T�T�L� i MAR 2 0 2017 BY: ......................... 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 12211 Crafton Tull ® engineering I surveying 501.6643245 t 501.664.6704 f www.craftontull.conn CERTIFICATE OF AUTHORIZATION- , ``OP\",,,,OF q�jyo�,_ CRAFTON, TULL & ASSOCIATES, INC 'Cy No.109 %0 O ,ArAN5A5 EtK+yH�E� GRAPHIC SCALE IN FEET 20' 0 20' SMALL HOSPITAL - RODNEY PARHAM LITTLE ROCK, ARKANSAS Key Plan N,. Ducription 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. RUCTION PROIECTNO: 1111100 00a ISSUEDATE: 3/20/17 �O� THIS Qc� CONTACT: I PETERSON DOCUMENT IS m CHECKED BY: z0 PRELIMINARY IN NATURE AND IS NOT PRELIMINARY m AFINAL,SIGNED o PLANS _Z, AND SEALED DOCUMENT -0 © 2016 Crafton, Tull & Associates, Inc. �d' 00 Noliona>- SITE PLAN C-101