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93.75 0 <br />C <br />.................. <br />1.00 <br />[V C ) <br />Lf) <br />0 <br />U0 <br />co <br />0 <br />6.00 <br />GROUND LEVEL <br />CV <br />M <br />90.38 <br />95.38 <br />100.37 -=I <br />12.00 G-- CONCRETE FOUNDATION (42"X12") <br />0 32"UNDERGROUND <br />2" FROM GROUND LEVEL <br />TO BOTTOM OF SECTION <br />5.50 <br />L- 1.5"X5.5"X93.75" USED <br />AS TOP AND BOTTOM <br />.75 RAILS <br />j -- II-- .06 <br />0 0.875" U-CHANNEL <br />USED AS END CAPS <br />1.00 FOR THE SOLID T&G <br />BASE OF THE FENCE <br />O <br />LC) <br />-- I 25 <br />1 1 g-- 0.875"X6"X64" T&G <br />6.00 - BOARD, USED AS <br />00 SOLID BASE <br />co <br />DETAIL B 5.00t-- <br />DETAIL B <br />B <br />NOTCHED RAILS <br />INSIDE THE POSTS <br />DETAIL A IL <br />151 <br />1.14 I I.04 � GALV. U-CHANNEL <br />1.23 USED AS STIFFENER <br />INSIDE BOTH RAILS <br />.76 � <br />CCJ <br />'OFFERED IN THREE COLORS <br />(WHITE -TAN -GRAY) <br />i"X5" HEAVY WALL <br />JSED AS POSTS D <br />DETAIL C <br />NOTES: <br />1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. <br />2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. <br />6' WHITE VINYL PRIVACY FENCE <br />VINYL 6FT. HIGH TONGUE & GROOVE SOLID PANEL )DRI VA -FENCE DETAIL <br />ur <br />40' MIN. <br />p�0 <br />CD <br />PR <br />DIRECTION <br />LOF TRAVEL <br />mmo> <br />Y DIA. CAMP FIRE <br />RING <br />2.5" CAL. - <br />DECIDUOUS <br />TREE <br />,LD BITUMINOUS CROWNED PAVEMENT <br />- - - - - - - - - - - - -- <br />STREET CENTERLINE <br />/- BACK OF CURB <br />s <br />s� <br />o�F <br />RS, <br />00, <br />/ <br />/ <br />0 <br />i <br />O ^ <br />CN <br />O�G ZF <br />O A <br />9 <br />m <br />APPROVALS <br />• <br />• L Know whaPs below. <br />Call before you dig. <br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES <br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE <br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR <br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL <br />DETERMINE THE EXACT LOCATION OF ALL EXISTING <br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO <br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES <br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S <br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND <br />ALL UNDERGROUND UTILITIES, <br />NOTICE: <br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY <br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE <br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY <br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS <br />ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR <br />OF ANY OTHER PERSONS. <br />COPYRIGHT ©2018 ATWELL LLC NO <br />REPRODUCTION SHALL BE MADE WITHOUT THE <br />PRIOR WRITTEN CONSENT OF ATWELL LLC <br />J <br />J <br />WQo <br />V � <br />gaa <br />>�a <br />YQo <br />� <br />0 <br />w <br />J <br />6' MINIMUM <br />= <br />~ <br />PRIMARY 10' MAXIMUM <br />TYPICAL <br />DRIVE-THRU <br />S17"E' <br />PLAN <br />� <br />rNi <br />m <br />LL <br />SIGN <br />W O <br />J <br />J <br />J <br />i- <br />SECONDARY O NOTES <br />Q �_ <br />> <br />� <br />SIGN <br />LU <br />= <br />W j SIGN SHALL BE INSTALLED IN ACCORDANCE WITH <br />� l/) <br />0- <br />O <br />JV <br />a RECOMMENDATIONS AND ALL FEDERAL, STATE, <br />MANUFACTURER <br />N <br />z <br />� <br />W <br />"U"-CHANNEL POST AND LOCAL CODES. <br />z <br />Q <br />N <br />Ln <br />(3 LBS/FT) <br />CONCRETE BOLLARD AROUND POST IS NECESSARY WHERE <br />0 0 <br />_ <br />J <br />Q <br />IN PAVED AREAS, o SIGN IS TO BE WITHIN 2' OF TRAVEL LANE OR PARKING SPACE. <br />t\ <br />USE 4' PIPE r <br />LU <br />m <br />BOLLARD FILLED <br />Vl <br />W/ CONCRETE <br />AND PAINTED <br />TRAFFIC YELLOW <br />If <br />If <br />11 <br />SLOPE TOP <br />OF CONCRETE Ii <br />I <br />z <br />_ <br />O <br />LANDSCAPE ' <br />N <br />AREA <br />3,000 3„ N <br />Q <br />P.S.I. PC <br />a_ <br />CONCRETE a �. .:. . <br />X <br />L/7 <br />I V-6--I <br />v) <br />LU <br />z <br />W <br />Q <br />F- <br />d <br />z m <br />z <br />AA <br />SIGN PAGE IN LANDSCAPE REA <br />O <br />J <br />W <br />N. TS. <br />Q <br />U <br />W <br />C)0 <br />� <br />0 <br />z <br />Ln <br />� <br />f► <br />-; <br />o <br />U <br />•""� .■ <br />12"MIN. O.D. 12"MIN I <br />m <br />r.. 110 MMA 10 MMAI <br />UNDISTURBED LLJ <br />W <br />EARTH ORpaintw <br />COMPACTED Q <br />FILL <br />FINAL <br />BACKFILL <br />/1Irdvr4., DATE <br />I "' <br />0111,1111111ft Um 02/07/2017 <br />I <br />04/19/2018: CITY COMMENTS <br />clip i ilk I�4 <br />NG - SEE NOTE 7 <br />CLASS 1A STONE <br />HDPE PIPE <br />SMALLER THAN 601)0 <br />REVISIONS <br />N.T.S. <br />GENERAL NOTES <br />1. BEDDING SHALL BE CLASS I -A WORKED BY 01 <br />HAND. IF GROUNDWATER IS ANTICIPATED, 4. ALL MATERIALS SHALL BE INSTALLED IN ` �v <br />LIFTS <br />THEN BEDDING SHALL BE CLASS i-B WITH ASTM "DMAXIMUM 8L698OOSE CLASSNIII AAND RIV ACE ` Q• •4� C �% <br />COMPACTED TO 85% STANDARD PROCTOR. MATERIALS SHALL BE COMPACTED NEAR o. 60088 ; N <br />OPTIMUM MOISTURE CONTENT. <br />O <br />2. FINAL BACKFILL SHALL BE CLASS I, II, OR 5. FILL SALVAGED FROM EXCAVATION SHALL BE •O L� <br />III COMPACTED AS NOTED IN NOTES 3. AND 4. FREE OF DEBRIS, ORGANICS AND ROCKS <br />LARGER THAN 3". SATE OF <br />3. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE <br />WITH ASTM D 2321-LATEST EDITION. 6. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, <br />SUPPORTED EN COMPLIANCDE WITH OSHA OR SE eis„p'NA qE`�\��,� <br />REGULATIONS AND LOCAL ORDINANCES. (SEE I ►� <br />SPECIFICATIONS) <br />7. PIPE BEDDING TO EXTEND UP AROUND THE PIPE <br />TO 1/3 THE OUTSIDE PIPE DIAMETER, FOR ALL <br />PIPES EXCEPT HDPE, WHICH REQUIRES THE BEDDING <br />BE PROVIDED TO THE CROWN OF THE PIPE. <br />DRAWN BY: AS <br />`NECKED BY: DG <br />PROJECT MANAGER: DG <br />JOB #: 16002627 <br />FILE CODE: ## <br />SHEET NO. C7� <br />r <br />a <br />I <br />