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0 25 50 <br />o <br />_= s HORIZONTAL <br />9 <br />Know what's below. <br />Call before you dig. <br />920 <br />910 <br />900 <br />890 <br />3(0=48") 8 <br />8—E / <br />8—N,S <br />E <br />VERTICAL <br />R/W <br />R/W <br />DRAWN BY: <br />DESIGN BY: <br />A.G. <br />A.G. <br />ELEVATION DATA PER A.L.T.A. SURVEY PREPARED BY SUNDE <br />80' RIGHT-OF-WAY <br />CHCKD BY: <br />PROJ. NO. <br />LAND SURVEYING (DATED 4/25/2016) — VERIFY PRIOR TO ANY <br />C.W.P. <br />16-1604 <br />-_ <br />INSTALLATIONS — NAVD 88 DATUM <br />BENCH MARK #3 <br />43.0' TO BA <br />q <br />K OF CURB <br />ORIGINAL DATE: <br />MAY 16, 2016 <br />TOP OF TOP NUT OF HYDRANT ON THE SOUTH SIDE OF <br />CEDAR STREET, 600+/— FEET EAST OF 21 ST AVENUE <br />18.5' <br />21.5' TO BACK OF CURB <br />21.5' TO BACK OF CURB <br />18.5' <br />0 <br />Z <br />(ELEVATION = 924.83) <br />BENCH MARK #4 <br />TOP OF TOP NUT OF HYDRANT ON THE NORTH SIDE OF <br />1/4"/FT o o2' /FT• <br />0.o2'/FTi <br />1/4"/FT <br />F_ <br />FAIRVIEW STREET IN THE NORTHWEST CORNER OF THE <br />CUL—DE—SAC (ELEVATION = 907.69) <br />o <br />TYPICAL SECTION <br />HIGH POINT ELEV = 907.55 <br />HIGH POINT STA — 14+71.43 LOW POINT ELEV = 906.16 PVI STA = 24+00 <br />+50 <br />......A.D... 1..1.2.................... ........... <br />............ ............................. .................................................................... ....PVI. .STA .�..1.8+.00................. <br />PVI ELEV '= 907.75 <br />A.D.'' 1:56........ ....................................... ....... 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N..........�......... �..........p..........�.�......... Mp..........�.�.......... gyp.........op..........Npp...........�.pp..........��...........gyp...........�..........�N � N o � � N M � � � M � � 0880 <br />W p� �ppW pW pW � W pW pW W W <br />.........0)- CV <br />. . . . . . . . .0 � CD o0 o� �� � � p � <br />. ..cy) � .� Cy) <br />0) 0),0)��. � � . ���. .0�. ��. .�. 0 90 ��. .CF) �. OOO <br />� �� . O�. .p <br />a�ol I I f I I I I I I I I f I I f I I I I I I I I f I I f I Is10 <br />13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361 -8210 <br />FAX: (651) 361 -8701 <br />PRELIM PLAN/PROFILE — 21 ST AVENUE <br />CLEARWATER CREEK BUSINESS PARK I C3.2 <br />