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ALL SIGNING AND STRIPING SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE'MANUAL ON UNIFORM w e <br /> �' """ "�a --� TRAFFIC CONTROL DEVICES'.ALL MARKINGS MUST BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. <br /> __ ..... �....._ ._.. <br /> -- - �'- --` --- .:v �' '^ 11320 3. ALL RANGE POINTS,TIES, BENCHMARKS,OR OTHER SURVEY CONTROL POINTS, WHICH MAY BE ENCOUNTERED DURING <br /> CONSTRUCTION, MUST BE PRESERVED. <br /> tt <br /> ...�_ y y. V,w <br /> - _ c ".:gu a q; .3" 4. PORTLAND CEMENT SHALL BE TYPE II CONFORMING TO ALL REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR <br /> .___.. ....__.... n ......... .__.... +w m __. ...... .......... M n - a n + - PORTLAND CEMENT ASTM C-150, UNLESS NOTED OTHERWISE. <br /> a ..:.. .._ ___.._ _ .._""`. � ? .......... __..._.__. _ II _ _ G w I ,137.9� 5. CONCRETE JOINTS SHALL BE INSTALLED PER COOT STANDARDS AND SPECIFICATIONS. <br /> +- <br /> z -- -- w - n _ 6. ALL WORK SHALL BE PROPERLY BACKFlLLED PRIOR TO THE END OF WORKDAY, NO OPEN HOLES ARE ALLOWED OVERNIGHT. <br /> > _ nw <br /> a ___.. __..... .. ._..... _;.. ......._ >�> t._.. 4.27� >, ALL WORK IS TO BE IN ACCORDANCE WITH PERMIT REQUIREMENTS AND APPLICABLE STANDARDS. <br /> m <br /> 2 007 <br /> -. _...._ - <br /> w 7. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES WITHOUT MATS. u <br /> B. PRIOR TO FINAL ACCEPTANCE ALL DISTURBED PORTIONS OF ROADWAY RIGHT OF WAY SHALL BE CLEANED UP AND <br /> N _ PROPOSED :- - - - RESTORED TO THEIR ORIGINAL CONDITION.BE o <br /> - GRADE _ ,n _ m <br /> w \ Y GRADE <br /> _ RECE _ <br /> - - - - <br /> _ - ICE _ <br /> __ 11285 <br /> = U <br /> s 5 129. . - - _ - � _ ,t2 A <br /> zi <br /> ... <br /> -- — — -- - - 2 SEP 2 egg <br /> _ % <br /> _ <br /> W <br /> 3 _ __� .. .. 27� p F RECLAMATION o � � <br /> _..._ (VISION 0 syat <br /> ' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 3 <br /> MINING AND SAFETY ^ h <br /> a 30 ,5 0 30 60 �8€ <br /> T T Lid <br /> a z WIDTH VARIES 4.00' 28.00' 4.00' SCALE: ARE U. E o m m E <br /> ,n WIDTH <br /> MIN. SH00' SHLDR ALL DB/EN9015 SIIDNrt,ARE U.S.SURVEY FEET Z o c U j@g� <br /> 28' 14.00' 14.00' ffi c <br /> a 4.00' 4.00' 5 " <br /> m SHIRR SHLDR 1' SOIL COVER <br /> N 1'SOIL COVER 4'HMA(PG MATERIAL(IYP.) / 1 u oWos <br /> 4-HMA(PG 58-28) OVER <br /> ri N 58-28)OVER 6' MATERIAL •) OF CLASS 6 ABC p.G,L d el <br /> e <br /> o OF CLASS 6 ABC 2.0X a <br /> j _VARIES VARIES_ j.1 `'••J CALL 811 2-BUSINESS DAYS IN ADVANCE <br /> e' Sheet Number: <br /> BEFORE YOU DIG, GRADE OR EXCAVATE FOR <br /> • N H 7 � - - - � MARKING OF UNDERGROUND MEMBER UTILITIES <br /> WDEPTH <br /> MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY <br /> 2 DEPTH 3 MINUS LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN //�'/'l�aROCK FILL CHOKE MATERIAL PLOTTED FROM PROVIDED ASCE (38) UTILITY QUALITY LEVEL D \ .3OO <br /> MATERIAL ACCESS ROAD SECTION CLASS 1 OR 2 ( ) `J <br /> ROCK FILL ( ) (OLD)AVAILABLE INFORMATION. IT IS. HOWEVER,THE CONTRACTORS <br /> o z MATERIAL CHOKE MATl721AL N.T.S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL <br /> 3 ACCESS ROAD SECTION (CLASS 1 OR 2) STA 01+85 TO 4+45 AND VERTICAL LOCATION OF ALL UTILITIES (DEPICTED OR NOT <br /> o Q N.T.S DEPICTED) PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. <br />