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SECTION 8, TOWNSHIP 28
<br /> N, RANGE
<br /> LI J 5 E, W.M.,, , , / / , ,TJ O) ) / i
<br /> , / ' ii / i i i / i / 7 / /_ 74TH ST SE LEGAL
<br /> AL DESCRIPTION1o% ; ASPHALT STREET 41
<br /> 0
<br /> ( SS SS--r-,—, SS � Sc o SS — SEC 08 TWP 28 RGE 05RT-12C) W 189 FT OF NW1/4
<br /> l ``3e0N 88°52'29" W e ;/ 159'06'` , CONST. ,i, — — — — SW1/4 NW1/4 LESS N 495 FT LESS W 30 FT ALSO LESS
<br /> `\\\,\ 4,/,,/ II 'J^ ENT. C . E 70 FT OF W 100 FT OF S 120.83 FT AS MEAS ON W LN
<br /> ---{ I-1--
<br /> OH
<br /> �'` i'F3 Fl. °�•, EDGE OF A PH (TY') %� SD SUB
<br /> �srOr= OHP --- F .-- �i►:� 'I —— N
<br /> ?' o..401., OH T
<br /> o �.�. �--� OHP/�•�"
<br /> et � Pi .' 1 91 • C
<br /> oN.' t�� v 1,h . 01C— A/, . .' \ r,{ O: a W� W W 3v SITE DATA
<br /> > d DEV. FLOW Of
<br /> N 88'52'16" rW \70.03' 0 /_ . I N 0 ,;✓'.�r�. '%' `- ' SITE ADDRESS: 19XX 74TH ST SE EVERETT, WA 98203
<br /> I �. - ARROWS >
<br /> IPROP. 1" i f ; -0,\ i 3'04 (TYP.)
<br /> WATER— ,, , .. � � g _� - PARCEL NUMBER: 28050800201900
<br /> F13 . -t .fd,. 7, APPROXIMAT
<br /> SERVICE i. h
<br /> I PROP. SIDE N 41 r�
<br /> (TYP.) \ ��/ ®®®J PROP. WATER MAIN
<br /> SEWERS(11%1) '�,4 _...iii',--. A AA — PAVED LOCATION OWNER/APPLICANT
<br /> ZONE TYP� _ 0.4.` tea, C261,,\\ DRIVEWAYS VLADIMIR PYATAK
<br /> — 35 nrr, /
<br /> ,L^7 k ^,• �t . <4'
<br /> s `1 —i 6 3120 W MUKILTEO BLVD
<br /> LIMITS OF CLEARING ' i ;• -, — 4 'N. . a ' •a.' , EVERETT, WA 98203
<br /> MARK W/ ORANGE------v- i.00' ��
<br /> FLAGGING (12,121 SF) / / ' \ ''.00' '
<br /> e - \ - •% TOPSOIL/STOCKPILE NOTE:
<br /> ���'�!/ — — OVERED \ CY `- PILES ARE TO BE COVERED W/
<br /> ENTRY ?� a w CIVIL ENGINEER PLASTIC SHEETING WITHIN 24 HOURS.
<br /> �. \ 013 N ONN 95 5 OMEGA ENGINEERING, INC.
<br /> I C2 . PROP. r\ Co PROP. p -•,- JOSEPH SMEBY, PE CONTRACTOR TO INSTALL SILT
<br /> D, DUPLEX DUPLEX B 2707 WETMORE AVE. FENCING WHERE NECESSARY ALONG
<br /> i - ° � 280508-002-0 PERIMETER IF VEGETATIVE BUFFER
<br /> // , z EVERETT, WA 98201 DOES NOT PROVIDE ADEQUATE
<br /> 76'— 425.903.4852 PROTECTION.
<br /> 280508-002-020-00 •%F2 .- - F: 425.259.1958
<br /> ,
<br /> 1-7.00''7\T812', \'�'% x-12' +i 00 STOCKPILE SURVEYOR
<br /> OPENN >G OPEN �c'� SEE NOTE
<br /> 1 0 ' N �FIfi N TRI-COUNTY LAND SURVEYING COMPANY
<br /> O 1 ?ECK- y'\ - — DECK N
<br /> YP a< _DECK 4610 200TH ST SW, SUITE A
<br /> r v\ C 1 ; - J u.; LYNN WOOD, WA 98036
<br /> C 4r/, N STAIRS CONC. w 425.776.2926
<br /> p. - ;/ � 'Nye INFILTRATION '`
<br /> o 4� TRENCH z
<br /> z \� z EXISTING SOIL & VEGETATION NOTE:
<br /> i , — — —(7_'xZ) —
<br /> CONC. `�' IIII z THE SOIL ANALYSIS FOR THIS PROJECT FOUND
<br /> BUILDING
<br /> r^; -=-� X30
<br /> HEIGHT ' ¢ THE EXISTING SOILS TO BE FINE SAND TO A
<br /> = ' '/,/1\\ CA . LATION DEPTH OF 48. THE VEGETATION ON THE
<br /> 6' VERTICALCH8 / ' �52_` �(ECTA".. EXISTING SITE CONSISTS OF TREES AND
<br /> BOARD FENCE I
<br /> �\ ()- ` TOPSOIL BRUSH.
<br /> I`\te a !4 N SEE NOTE S� �iitr
<br /> ,ko` 1 4,-,,p0 tr\— Dead Tree I.,
<br /> i � 5" -threatens N BUILDING HEIGHT CALCS7 ' �I JCS o�
<br /> - „ A10 fdeF Fence :/ . ' \ 1u1
<br /> J Jo iC2�\ .`�� SIDE EX. ELEV.
<br /> --_l— _ — — , — '280508 002-018 X00 ,�.. ,1` ter` V,' SDCO\ A 360.1 Sr�e /774a/7
<br /> 9 • \. //N.\/ \--- , _ T — — - B 359.7 �ti��+//�
<br /> ' xA,, N 88°52'16 ,. / C 355.7
<br /> --,/--,<_ \ ;\;20 D 356.2
<br /> AVG ELEV.= 1,431.7'/4= 357.9' CALL 48 HOURS
<br /> TOTAL AREA- 0.33 Ac MAX. BLDG HT.=357.9'+28' =385.9' BEFORE YOU DIG
<br /> IMPERVIOUS AREA SUMMARY TABLE ? HORIZO =° ACTUAL BLDG HT.=357.9' +27.0= 384.9' 811
<br /> NTAL SCALE
<br /> PGIS (sf) NPGIS (sf) Total (sf) SITE PLAN
<br /> Existing o o o OMEGA
<br /> New + Replaced 1,616 3,244 4,860 ENGINEERING, INC. PYATAK DUPLE X
<br /> Total Site Impervious 1,616 3,244 4,860
<br /> NET NEW 1,616 3,244 ' 4,860 2707 Wetmore Avenue DATE JOB NO. SCALE SHEET
<br /> BUILDING LOT COVERAGE: 22.2% Everett WA 98201
<br /> (o)425.903.4852(f)425.259.1958 8/25/18 18-0622 1" = 20' 1 OF 1
<br /> PFN:
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