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t,ANN€NO DEPT. INSPECTION REQUI APPPrwF'n
<br /> pRi OR TO m
<br /> Larycaping Fencing signs SECTION 34, TOWNSHIP 29 N , RANGE 4 E, W.M .
<br /> Fr Arcnmentally Sensitive Area r 2/2 �I I \
<br /> -{a ..,;• to ' ,_ t CINDER 1 ,• OWNER/APPLICANT
<br /> w INSTALL BLOCK •
<br /> fi,.- =A �.�� a SILT FENCE WALL EX DRIVEWAY �'' i r.•,"y i BUSTARD CUSTOM CONSTRUCTION INC
<br /> IF NEEDED �� !� `� I S PO BOX 1243
<br /> • s- - ( HOUSE ��
<br /> \ \ • \\\ ...:.. � � MARYSVILLE, WA 98270
<br /> \� \ \.1- ; ,, 1 \ti\C\P‘i-'-eD'rrrnEOCiFt
<br /> CIVIL ENGINEER
<br /> 2
<br /> \ t._~-"-�— L.__ _ us J R ETT\\ \ „1 \' \ \/� t.. ,, ' i �` ii _ OMEGA
<br /> SMEBYERIPG, INC.
<br /> �, "'A
<br /> \ ;••so' r4~ X1 I _.✓'� F 1 2707 WETMORE AVE.
<br /> r k• ig\ \ • \ �\. \`• ,-,__,\-1---t,
<br /> ,\`�"`'" f 1 ' _- -_' EVERETT, WA 98201
<br /> 40\HE. Ot\ I �..,� •
<br /> ` \ \ \I M1 i, I 1 •�..�_. 425.387.3820
<br /> I \\
<br /> \ / f:.>-1-\\ \ ) \�% ~-..�„-----,—
<br /> I
<br /> F:425.259.1958
<br /> \� \�, \\ ,� �rC) 25' VEGETATED \• \ ;I l f\ " �-- CB TYPE 1
<br /> \ LO ' \ �x FLOW PATH-N,,,..,7 1 i �' / ; n RIM = 25x.32' SURVEYOR
<br /> 2 \ HE LOCI ` \ c' "' �/ \- I ` • I ' ` APPROXIMATE IE = 247.51 ASPI
<br /> \ TRENCH \ •
<br /> ` ` 40'x2' ! J f i i --WATER MAIN (12" CONC N.) 4532 Evergreen Way Suite B EVERETT, WA 98201
<br /> \ j\ \ z \ ( ) ,\ ( / '' n L _ 425.252.1884
<br /> \ - ,� ! f �/ �CATiON I,_ - 24..0
<br /> �. �` .\ '4r �,\` \ \�\ \( \ .� ��fcr-d`l? I i, :l PROP 6„ (I �" uNC s.; L DESCRIPTION
<br /> \\-._ \ \ \ �. f� f�, n�,�� , , J: X �� sI�E. SEWER LEGAL
<br /> � _ � Section 34 Township 29 Range 4 Quarter SE
<br /> \ ` r� �,� / n' rr; f 1 { N ,' I I _SHORE ACRES ADD BLK 001 D-00 - LOT 1 EXC S
<br /> 20FT LOTS 1 & 2 & EXC W SFT OF N 120FT SD
<br /> \ `cS •\,,,,,
<br /> U ,/ / '>�., .•-• v% f' }'\////
<br /> LOT 2 CONVYD TO COE FOR RD R/W PER QCD REC
<br /> \ �-. \, / ,FLOP• •/ s I AFN 1977131
<br /> �s , \ r r , ANSITIO / I , t.; _ a:, - __ r
<br /> s`cr �' \ \\ PROP.
<br /> \ ` \�LIMIT�S OF\CLEARING\ •
<br /> SFR ~'':�� \. /' „,•,15-ROP. / / Ot�� 3 TOPSOIL SITE DATA
<br /> "UNDERGROl1ND / / - _._� , SEE NOTE
<br /> i \ MARK\W/ ORANbE B\ ''PO,WER, % ,�/ '"~ L i 1 ' SITE ADDRESS: 5034 CHINOOK DR, EVERETT,
<br /> \ \ 1 \ FLAGGING \ t .\ ', { \ 16',--='--- i ' �_ STOCKPILE
<br /> /� '\ ( ) \ o COVERER• ` I # ' SEE NOTE WA 98203
<br /> 17\10 F \ N. \ \ / Z
<br /> \ \5�" r1k \, DEC rr %' '� SS SS o SS SS / 4 `",-`_� PARCEL NUMBER: 00571 7001 001 00
<br /> \ \ � 4fi' r'' I j ACCESS PER
<br /> \ . , i i' / STAND. DET.
<br /> \\ \�\ \\ \\\ -, � ,r' ,,--" , . _ -I I 2-020
<br /> ' 'n CONST.
<br /> \ \\\ • / _ 1 ,
<br /> \.` • A 10'--`--- ''., ` t`.,�.._--•--' '/ %y////////I�� I ENT.
<br /> GB TYPE 1
<br /> I I �'�
<br /> •
<br /> �� fTl O`' ��• 1,,. •....-.'•'" .: e• .d •° .a ...•"'.. RIM Lha?.51
<br /> -.90< N -i- / % �Y d ° ti e _ IE 253..,1'
<br /> •'t \.. \ � �,';'\- ?�• \.� .-...r'�r` �.� e a •` ♦'' �""�► (18" CUN I: N.)
<br /> 'NI?'
<br /> ? -, ,, rf •o ° •' ,i.-:-0,--:: I'� IE = 253.41' EXISTING SOIL & VEGETATION NOTE:
<br /> ARROW W _ ----" P• . ' 1 1
<br /> -•i{ 5„ GUNC S ) THE SOIL ANALYSIS FOR THIS PROJECT FOUND
<br /> \\., / ��^~~ ° - a ' 1 ( THE EXISTING SOILS TO BE
<br /> _-.,•,.. ice.._.-, `�, �- 58 - :DRIVEWAY d - •. ( '
<br /> \ (T�'P• / / <•• a' e , • ' ALDERWOOD-EVERETT GRAVELLY SANDY LOAM.
<br /> 7 i w- jr 2 \g - THE VEGETATION ON THE EXISTING SITE
<br /> / / / (O ° - - e •• • i a CONSISTS OF MOSTLY THICK BRUSH WITH A
<br /> hi •'e •
<br /> ��� � r ' � a'. ••,• '' 0 .-'� � �.,,,•.,,,. FEW TREES..
<br /> �(EIG T �j/I / • d° ���-2 .�--- I 1 I 1 1 T CB TYPE 1
<br /> \ CALQULAJION ; 49' cn CB = 200.41'
<br /> EGTA GLE1:•.•,;._ '----gee-Attie/0
<br /> r w W Q 1 IE = 258 ".1' BUILDING HEIGHT CALLS
<br /> //` ,.sir _ /v e —260--- _._.� _- �W ' ■ I N (12' CON N.) X. ELEV.
<br /> 4••,.1.6c, `- /.`_ N IE = 258.0' SIDE E
<br /> - I ? CONE
<br /> ';r 257.0
<br /> N. N 88'39,34' E 2.78:-80------_-._..._____...____.. DEV. FLOW PROP 1,, Q r; ( ) A 243.2
<br /> L
<br /> 1'
<br /> ARROWS WATER W = .-..p C 255.0
<br /> (TYP.) SERVICE ( )' I o�- . . D 258.1
<br /> N CALL 48 HOURS AVG ELEV.= 1013.3'/4=253.3'
<br /> BEFORE YOU DIG MAX. BLDG HT.=253.3'+28' =281.3'
<br /> TOTAL AREA- 0.39 Ac GRADING QUANTITIES: 1-800-424-5555 ACTUAL BLDG HT.=253.3'+26.8=280.1'
<br /> IMPERVIOUS AREA SUMMARY TABLE CUT = 150 C.Y.
<br /> PGIS(sf) NPGIS(sf) Total(sf) FILL = 150 C.Y.
<br /> (i) - OMEGA SITE PLAN
<br /> Existing(TBR) 0 0 0
<br /> New +Replaced 1,445 2,706 4,151 GRADING QUANTITIES ESTIMATED BASED ENGINEERING, INC. OCEAN AVE SFR
<br /> Total Site Impervious 1,445 2,706 4,151
<br /> NET NEW 1,445 2,706 4,159 ON CURRENT SITE INFORMATION &BUILDING LOT COVERAGE: 15.8% ASSUMED EXCAVATIONS NECESSARY FOR 2707 Wetmore Avenue
<br /> 10 AL SCALE 20 Everett WA 98201 DATE JOB NO. SCALE SHEET
<br /> PROPOSED IMPROVEMENTS.
<br /> 0
<br /> HORIZONTi (0)425.03.4852 (f )425.259.1958 12/20/17 17-0802 1" = 20' 1 OF 1
<br /> PFN:
<br /> Tr) Pf TiM( 60/9//r
<br />
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