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i -,- <br /> C <br /> 1 <br /> • 'I <br /> \,/ I <br /> 364- <br /> 4 I . <br /> d I 2 <br /> s 'I (. <br /> FLOW-LINE N I CB Type 1 CB Tee 1 <br /> 41 ¢ m1 ON GE 359.46 GE 358.99 <br /> O LLo r] / IE W 357.15 8"CP IE W 355.58 12"CP <br /> d I / IE E 357.1108CP IE E 355.91 12"CP SITEABENCH- MARK <br /> LEGEND <br /> ��.{{ o / IE S 357.07 12"PVC IE N 356.18 12"CP DATUM - NAVD 88 <br /> .o`( .I /I Pipe End SSMH SANITARY SEWER - <br /> Rim 36032 MANHOLE <br /> IYMO 30.43' ^ cjreld • Not Found FL E 348.80 RIM=360.32 74th Street Southeast WATER VALVE <br /> EB <br /> R METER <br /> $ �n311 159.0- - -- - - - _ N 88'52'19" W _ 677.41' FIRE EHYDRANT <br /> Asphalt <br /> N I p Patch ' / ASPHALT STREET "p \ a' HOSE BIB <br /> Culvert N r-' - -SS- SSI <br /> SS- S5� 55 - -SS -SS- SS SS SS -- <br /> y to T • 2" BLOW OFF <br /> IE 359.72 12"CP .y a I• V \ _ <br /> s o 36 N 88'52'29" W 159.06^ <br /> al o / o� 3 62� ® WM FOR BLOW OFF? <br /> • I I \ \ \ \ \ , s s \b"2\` \ !-EDGE OF ASPH(TYP)\ \ \��\ \ \ \ UTILITY POLE WITH LP <br /> --sD- �n SD •�; SD ` I \.. <br /> UTILITY POLES <br /> Street r� Pipe End <br /> Sin Not Found 3/4"VERT PIPE Asphalt Patch <br /> _ GUY ANCHOR <br /> 9 a FFTVALVE UT /sl SEWER MANHOLE <br /> ASPHALT / <br /> CB Tee 1 FLOW-LINE 60� N 88'52'16" W \70.03' CEDAR FENCE POST <br /> GE 361.01 "� 1' <br /> IE N 356.53 12"CP I I \ - - - - - 'g6 a - I FOUND MONUMENT A5 <br /> IE W 358.60 12"CP ---�SS--vT' I <br /> IEE 357.19 12"CP -c0� CB Type 1 <br /> / I i \3s8 GE 359.34 <br /> \ FOUND CORNER AS D <br /> IE W 356.32 12"CP \ <br /> - _ 5a . DECIDUOUS TREE <br /> , 1 IE E 355.86 12"CP - \ <br /> Rim 359.29 IES 355.67 12'CP �s35-A=359.61 CONIFEROUS TREE <br /> SSMH <br /> FL N/S 349.10 I 30'IR/W \ <br /> E IN 19 349.15 ‘0,1-0, \ / I • BOLLARD <br /> • <br /> SIGN <br /> o n \ \ \ '" ❑ CATCH BASIN TYPE 1 <br /> o in <br /> co _ I o \_ - - ' \36,0 <br /> p <br /> I <br /> \-\0=355.46 PRDU�PLEXD B=359.57- �-00 <br /> Z 280508-002-019-00 TREE DESCRIP <br /> I1 280508-002-020-00 \3s6 A Apple Tree <br /> H \ ^3� I C Cedar <br /> o - _C=356.23- \ - CH Cherry <br /> I 'co <br /> 280508-002-018-00 \ \" F Fir <br /> 0 3 I MD Madrona <br /> VniSq\ \ <br /> Z -l \ <br /> \ \ <br /> LEGAL DESCRIPTION <br /> "- -352- \ \ THE WEST 264 FEET OF THE <br /> \ `\ \ QUARTER OF SECTION 8, TO <br /> \\ \\ ,, LESS THE NORTH 495 FEET . <br /> \ \ I - EXCEPT THE WEST 30 FEET <br /> lvl RECORDING NUMBER NO. 11C <br /> 350\ 89.04' - - \\ FOLLOWING DESCRIBED.TRAC <br /> a THE EAST 70 FEET OF THE <br /> 348 N. 88'52'16' WW \ - - - - WEST LINE OF THE NORTHWE <br /> 280508-002-059-00 OF SECTION 8, TOWNSHIP 21 <br /> I SITUATE IN THE COUNTY OF <br /> APN: 280508-002-018-00 <br /> I <br /> BENCH MARK - DA <br /> CITY OF EVERETT MARI <br /> I <br /> BRASS TACK IN IRON I <br /> MAXIMUM BUILDING HEIGHT CALCULATIONS I ELEV = 382.8 <br /> A = 359.61 <br /> B = 359.57 / I <br /> 1 - C = 356.231 <br /> D = 355.46 <br /> A+B+C+D = 1430.87/4 = 357.78((AVERAGE BASE ELEVATION) <br /> MAXIMUM HEIGHT OF 28.00 (FEET) I - <br /> = 385 'MAXIMUM ELEVATION ALLOWED . I A PC <br /> ___./..) <br /> "is r <br /> .0 Tyy _ <br /> 1/4kli. LANG SJ <br /> DRAWN BY <br /> I I w15 //1 12 US <br /> CHECKED BY <br />