Loading...
HomeMy WebLinkAboutZ-6060-A Map 28 ---------------- _" I FND. PK `� O NAIL " " FND. ROW N 87_29' 19" E 86.26'7Z- FND. 0°91 — — S 87 48 10 E 84.85' FND. 1/2,� I 75.29 ®------- ,' �' MONUMENT REBAR 10 ---- FND. ROW ro—MONUMENT I I S 13" 52' 28" W 20.68' / III ______________ � ____� L =____�--- / li ROW FND. 1 ASPFALT E MONUMENT REBAR I I 87" 47' 30" E 25.7TS II ® O II I I I EXISTING GATE LOT A PIEDMONT SUBDIVISION LOT 3 , QUANSET HUT ZONED PIEDMONT OFFICE2 BLDG - I^ I I i R , PARK SUBDIVISION iwli; ZONED /�4 ZONED CCN R-2 I, PD -O % li II I EXISTING CHAIN LINK FENCE / o4i o0 L-------- I / I i if, PART OF THE E3/4, I s ,rr / E1/21 E1/2, NE1 /4, SEC /, if PROPOSED CONC. PAD / CONCRETE20, T -2—N, R -13—W FOR DUMPTER/ L. 6' WOOD DUMPSTER SCREEN /PIZ'' BOLLARDS(TYP.) A S P H A L TI I I p . ASPHALT PARKINV,1 REMOVE THIS PORTION • o j� �° OF EXISTING FENCE N 86" 19' 24" E EXISTING CONC. CURB / / / I \ III LEGEND (CONSTRUCT) • 0. LEGEND (EXISTING SYMBOLS) EASEMENT o SYM FOUND IRON PIN EASEMENT k POWER POLE LIGHT POLE -- — ----- ----- — — — — — — — — — — — — — — — — �i POWER POLE CURB INTERMEDIATE CONTOUR m TELEPHONE PEDESTAL -- — -- - - 19 TV PEDESTAL INTERMEDIATE CONTOUR SANITARY SEWER CLEANOUT OMANHOLE • ....�.. .�...,_.. ,..._.......... 1zt 5a..._.. INDEX CONTOUR ......_,. .._. a SANITARY SEWER CLEANOUT SS SS o GAS METER SANITARY SEWER LINE STRUCTURE NUMBER E>< GAS VALVE GAS LINE G G -------- STORM SEWER PIPE VJ FIRE HYDRANT ASSEMBLY DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) AIR RELEASE VALVE M WATER VALVE ---UGT UNDERGROUND ELECTRIC • FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE I& AIR RELEASE VALVE LIGE Y(y UNDERGROUND ELECTRIC - A FIRE DEPARTMENT CONNECTION 0 H O WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD UGTV BOX (SPECIFY ON PLAN m ELECTRIC PEDESTAL UNDERGROUND TELEVISION 0 H TV OHTV CIRCULAR DROP INLET, OVERHEAD TELEVISION GRATED INLET OR JUNCTION E 0 CHAIN LINK FENCE GRATED INLET BOX (SPECIFY ON PLAN I I SHEET) -_- WOOD FENCE CHAIN LINK FENCE x x DROP INLET BARBED WIRE FENCE WOOD FENCE LL _LJ RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE BARBED WIRE—FENCE e TREE L. S FIBER OPTIC RIGHTWAY e' TREE TO BE REMOVED — — -:7► ROAD CENTERLINE NTERLINE LEGEND (CONSTRUCT) • SET IRON PIN EASEMENT LIGHT POLE k POWER POLE CURB ■ TELEPHONE PEDESTAL 1406 1311 TV PEDESTAL INTERMEDIATE CONTOUR QQ MANHOLE 1205 INDEX CONTOUR o SANITARY SEWER CLEANOUT • GAS METER SANITARY SEWER LINE ►t GAS VALVE O STORM SEWER PIPE GAS LINE STRUCTURE NUMBER WATER LINE ►t WATER VALVE ►F FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE IBI AIR RELEASE VALVE _ FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER OVERHEAD ELECTRIC B BACK FLOW PREVENTER • REDUCER FIBER OPTIC RECTANGULAR DROP INLET, GRATED INLET OR JUNCTION UNDERGROUND TELEVISION BOX (SPECIFY ON PLAN SHEET) 0 H TV OVERHEAD TELEVISION CIRCULAR DROP INLET, GRATED INLET OR JUNCTION E 0 CHAIN LINK FENCE BOX (SPECIFY ON PLAN SHEET) WOOD FENCE x x BARBED WIRE FENCE BUILDING SET BACK RIGHT OF WAY PROPERTY LINE ROAD CENTERLINE O. 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 SHORT! 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 CONSTRICTION START. & CONTRACTOR SHALL MATCH NEW CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTIN3 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. Arkansas One Call Know what's b@low. RECEIVED CaII beforeou di APR 12 2017 Y 9. B7 10825 Financial Centre 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: ` �„,O.............F CRAFTON, TULL & ASSOCIATES, INC. No. 109 ' =y o= q'v/ANS AS EI`�iNEE� GRAPHIC SCALE IN FEET 0' 0 10' DASH HEATING AND COOLING LITTLE ROCK, AR 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. �S,tµUCTION ° PROJECT NO: 17800900 IssUEDATE: 03/13/17�6- THIS CONTACT: B.PETERSON DOCUMENT IS m CHECKED BY: Z PRELIMINARY IN NATURE AND IS NOT PRELIMINARY m AFINAL,SIGNED o PLANS z AND SEALED DOCUMENT ©2077 Crafton, Tull &Associates, Inc. �c4 °° rvollantiLSN SITE PLAN C-101