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gi <br /> Iy� g <br /> 1-1 TV\ : 1 mCE <br /> 1.S <br /> c �n � <br /> !Li'?oil <br /> Pah. Nzi <br /> . <br /> SCALE //r a <br /> 40 0 TO 00 BO 160 _ O <br /> U <br /> ',REFS (FEET) 2 <br /> 1 Inch=40 It. _ <br /> PAVEMENT SECTION FOR AUX ILLARY BUS PARKING. PAVEMENT SECTION FOR CAR PARKING AREA AND CAR ENTRANCE LI <br /> g 3 <br /> ��Jyy5, ��2"AC ., s <br /> 6"CRB OR 4'ATB <br /> r�r j�' °.�k�h 'G YN j( i R <br /> �j � �4 CFB OR J ATB <br /> \� ��F <br /> // <br /> `NAT!VE SOIL COMPACTED TO 95,[OF DRY NATIVE SOIL COMPACTED TO 95S OF DRY <br /> -.‘C; -:-.5\/\ r DENSITY AS MEASURED BY ASTM D-155] <br /> DENSITY AS MEASURED BY ASTM D-1557. <br /> �'�A AAVAi iii%`. S. iN - �,/� <br /> - i - LI P, <br /> U <br /> BUS PAVEMENT SECT ION AND BUS ENTRANCE. / fir -ice -%' �s� 3 0 <br /> v 4s s 5 s L y I—H"CONCRETE PAVEMENT 11.% �// %--- <br /> �. U I o <br /> 4 As s a / / � / /� Q <br /> Ls- <br /> NATIVE SOIL COMPACTED 70 95S OF DRY / rrs-OF IOFE DI... -- / Z Q <br /> DENSITY AS MEASURED BY ASTM D 1557. _ O <br /> NOTE DURING WET WEATHER OR AFTER INTERMITTENT / <br /> RAINS THE SLAB THICKNESS MAY BE REDUCED TO 7" r/ , �J /,, / / / _ Iii. Q Z CD <br /> IF UNDERLAIN BY AT LEAST 4°CRB. - // / � / - 1 �'O <br /> yi I O N Z <br /> pZ Z <br /> Q <br /> Q <br /> AS-BUILT 4/X4/97 // 4 a� z s <br /> Za <br /> / z <br /> oh/o U 0 <br /> �0/,:5-' G'?T /r//yam//. 77777/7 <br /> % / LE� <br /> STORM DRAINAGE NOTES / <br /> 0--- <br /> I. AC WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS AND/OR WSD07/AP WA / %' / 0 <br /> STANDARD SPECIFICATIONS AS APPLICABLE. / / ` <br /> 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, r� / ✓ -----� `a <br /> C INSPECTED,AND ACCEPTED BY THE CITY. , V <br /> 3 APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE - / __ Y <br /> SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO /, _ f <br /> // <br /> AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING — ./. \ <br /> CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY SHANGES REQUIRED SHALL / ‘4,7.2. O <br /> BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. - f j = <br /> / O <br /> 4. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. - " /�i 1 <br /> / - / / 1- II <br /> %//%/4O�//O/:T.her ®// (Si YA%r / / <br /> /.mss//ooh F///iirr, o <br /> / 4 W N <br /> B - // 3 pc\'. C <br /> LF 7 4/84 O. / U1- <br /> 4 r /• TRENCH GRAIN 5=0.0143 �.. _ /J <br /> •'` • '--R-?SEE TABLE 27B LF]"TRENCH ORA IN S=0.0143 <br /> _ <br /> N71°35'20 E ._ -_ <br /> — - _- - E7 LF TR:NW TRAIN S-GO <br /> n <br /> .. _ 4'"S <br /> ? t <br /> 3:1 TYP _ U <br /> Q <br /> fi TOE OF SLOPE DITCH '_ -- —.. adw=> <br /> „ <br /> 2 , <br /> Alla . <br /> — <br /> DETAIL =— <br /> �a...m <br /> u NTS ® <br /> -- __�___ __- o A3 i <br /> Npp`r QI'. <br /> Z - - - tz b b a.�A <br /> O,o -QN 0en' <br /> SHEET <br /> O C2.2 <br /> rn 1 I 2 3 I 6 I 5 I 6 1 - 8 <br />