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EXHIBIT A <br />Vicinity Map <br />SCALE: 1' = <br />WILLIAMS JUWAN L <br />15458 42ND AVE S <br />8108600762 <br />s.REFSTOTRE DRIVEWAY TO <br />DDw <br />DEPTH <br />CRUSHED <br />SURFACING TOP COURSE, <br />UNYIELDING TO FIRM AND <br />Ny <br />IELDING CONDITION <br />SIDE SLOPE OF FINISHED <br />DRIVEWAY TO BE 2% <br />6' WOOD FENCE <br />PROPOSED SSMH F17-22 — <br />SEWER WORK <br />AREA NO. 1 <br />_ 1 <br />sEXISTING SANITAR <br />Ew <br />ER-STUB (CAP <br />285 <br />10 4 <br />6 <br />ig <br />-a - <br />PERMANENT SANITARY \ <br />SEWER EASEMENT <br />PROPOSED SSMH E17-77 <br />280' <br />270 <br />260 <br />EXISTII1G SSMH <br />El824 <br />•TA 6314.33, 030 R <br />RE = 2E0,88' <br />IE OUT (N) = 25710 <br />IF IN = 257 2:1' <br />EXISTING GROUND <br />250 — <br />240' — <br />PROPOSED SSMH El 7-77 <br />60' SADDLE MANHOLE <br />• <br />RE = 264.98' <br />E114 (E) = 254.44' <br />014 (S) = 2, <br />IE OUT = 25461 <br />CIL <br />63+00 <br />63+20 <br />63+40 <br />63+60 <br />280' <br />270' <br />260' <br />250' <br />240' <br />PROPOSED 42ND AVE S SEWER MANHOLE PROFILE <br />H: 1" = 10', V: 1" = 5' <br />EXISTING SSMH E18-24 <br />CALDWELL ROGER J & TRIC IA L <br />15638 42ND AVE S <br />2223049108 <br />SSMH E18-24 SEWER STUB PLAN - SEWER WORK AREA NO. 1 <br />280' <br />270' <br />260' <br />250' <br />240' <br />1" = 10' <br />CODD ROBERT J+PRISCILLA <br />L <br />4240 S 158711 ST <br />8108600101 <br />NOTE: LOCATION AND DEPTH OF CROSSING <br />GAS MAINS ARE APPROXIMATE. CONTRACTOR <br />TO VERIFY BY POTHOLING, <br />GAS MAIN POTHOLE DATA <br />STATION <br />DISTANCE FROM <br />CENTERLINE <br />DIAMETER <br />DEPTH TO <br />CROWN FROM <br />SURFACE OF <br />HMA PAVEMENT <br />63+27 <br />12 E <br />4. <br />48' <br />63+29 <br />14' E <br />12 <br />48' <br />NOTE: REFERENCE GENERAL NOTE 12 <br />ON DRAWING CO1 FOR ESTIMATED <br />WASTEWATER FLOWRATES. <br />I PROPOSED SSMH E17-77 <br />EXISTING GROUND <br />1 <br />--= <br />PROPOSED SSMH F17-22 <br />48' STANDARD MANHOLE <br />STA 63+ 5.7, 172_6 R <br />IRE = 2 XOF <br />= <br />0F8 PC @ 66:2% <br />'1'61 <br />g <br />v.3 <br />-0+10 <br />0+40 <br />660 <br />0+ <br />DDISTANCE ALONG SEWER STUB <br />pRoposE <br />SEWER STUB PROFILE <br />14 1 10, VI 1• = 5' <br />1+ <br />1+40 <br />1+60 <br />280' <br />270' <br />260' <br />250' <br />240' <br />1+80 <br />SEWER WORK AREA NO. 1 <br />SCALE: SHOWN <br />