|
SECTION 34, TOWNSHIP 29 N, RANGE 4 E, W.M.
<br /> ri �N 89'00''2,4"\E 2�9.04-�
<br /> LEGAL DESCRIPTION
<br /> d FE
<br /> \� wSection 34 Township 29 Range 4 Quarter SE
<br /> d w w w\ /� 40 HEb, SHORE ACRES ADD BLK 001 D 00 LOT 2
<br /> E�X.DRI /� \ �'a T, , w w w w�\ /\]� CEDAR ` 77
<br /> EXC S 20FT LOTS 1 & 2 & EXC W 5FT OF N
<br /> dit- NSTALL�
<br /> � ° w \ ,r \ t 120FT SD LOT 2 CONVYD TO COE FOR RD
<br /> ShL F NGE\�36' CEDE"P, 2%" HE�LOC \ R/W PER QCD REC AFN 1977131
<br /> nn ii rt �j \
<br /> GILo
<br /> ° X W W X.. wwwwwwwww� wwwwW w wIF NEEDED \\ \ ��
<br /> ` \ .��
<br /> r f y" \ SITE DATA
<br /> (TP.� tl w w w =--'` I •_ Iw I W w
<br /> 1i \
<br /> SITE ADDRESS: 5109 CHINOOK DR, EVERETT
<br /> r� , w w wACCS W AGREEN"fw WA 98203
<br /> '' wAFN 201 x1300409
<br /> NN
<br /> Z �, w w w w w .. W w w \� �• �'Ls G`"�\�\ PARCEL NUMBER: 00571 7001 001 00
<br /> wINkZ ATIO�!
<br /> £" a w w �� w w w �w -TREE CH w Xw w w w w w \ \ Q
<br /> ww (3o,�-)w . ww w \'` www y w w w \ a OWNER/APPLICANT
<br /> SSMH RIM=272.86 w w w w w
<br /> LFi �I`.Iw w
<br /> IN S, OUT N ? w w \`\ w J w W r �`� BUSTARD CUSTOM CONSTRUCTION INC
<br /> IE CTR CHNC=266.36 w W W w '�= ' �w W x�r. PO BOX 1243
<br /> PROP www w w www w� V E, PRiPOSED
<br /> SFR wX � w > MARYSVILLE, WA 98270
<br /> 6" SIDE 1 v w 1� 0
<br /> SEWER B % w X- ► i T Z
<br /> X R s ss s� , i�C ■ `� > CIVIL ENGINEER
<br /> I _ I a I — OMEGA ENGINEERING, INC. . . +
<br /> [ LLJ
<br /> 4 ' JOSEPH SMEBY, PE «1 _
<br /> INFILTRA�fION a
<br /> ROCK OVERFLOW I: 1 O ° a OLC , _ ��� ! 5� C7 TRENCH �� 2707 WETMORE AVE. I
<br /> cm,
<br /> d
<br /> DIRECT TO NORTH I >s _ \ a ° . �cn J D o r(30'x7') \ i EVERETT, WA 98201
<br /> aq SLAB y cn < I{
<br /> C 5 m 425.903.4852 y�
<br /> F:425.259.1958
<br /> PROP.
<br /> BIORETENTION fi PR6��O��"S�ED I — LIMITS OF C-LE�RING
<br /> AREA 0 ` D. I-V�V;A,Y: °c' ° ^� ' SURVEYOR
<br /> I \ MARK W/ ORANE
<br /> (15'X5') �' o -o d ° NZ I ' FLAGGING ASPI +
<br /> N °. ".' A e' ° a a i x— \ (10,735 SF) 4532 Evergreen Way Suite B
<br /> EVERETT, WA 98201
<br /> DEV. FLOW _ ? 4_`, d•. D 425.252.1884 :•
<br /> ARROWS l� U s 1 33' \I /
<br /> �TYP.) I l I BUILDING x—
<br /> �,u °a ° R HEIGHT i
<br /> 17 \ c a N �I� TOPSOIL EXISTING SOIL & VEGETATION NOTE:
<br /> - W , \ C9l=Et7LATlON SEE ROTE 2S8 , THE SOIL ANALYSIS FOR THIS PROJECT FOUND
<br /> ) \/' RECTANGLE; —\ C- _ QFC THE EXISTING SOILS TO BE FINE TO MEDIUM
<br /> \ a- ` ° SAND TO A DEPTH OF 6-7 FEET. THE
<br /> } \\
<br /> STOCKPILE--
<br /> PROP.
<br /> 88 38-PJ8 ON THE—
<br /> \ Y \ OFGTREES,NBRUSH, AND I LAWN,SITE CONSISTS
<br /> PROP. 1" °� ° a �� SEE NOTE
<br /> WATER
<br /> 50TH L W
<br /> SERVICE
<br /> . "Y,_. .z yz' T ��� \ .d `� °. C,> i y _ •>' _ .,:,y.. } 'I� 4''v r �, S �•y—�-
<br /> --- BUILDING HEIGHT CALCS
<br /> z
<br /> CONST. ENT. tom:_
<br /> �a a /'., �� �' - r . SIDE EX. ELEV.
<br /> 1 1 + EX GRAVEL s A 272.7
<br /> m B 270.9
<br /> C 267.2
<br /> D 267.9
<br /> N ������ CALL 48 HOURS AVG ELEV.= 1,078.7'/4=269.7'
<br /> TOTAL AREA- 0.38 Ac T TI --.-.-- - BEFORE YOU DIG MAX. BLDG HT.=269.7'+28'=2977
<br /> IMPERVIOUS'AREA SUMMARY TABLE GRADING QUANTITIES: 1-800-424-5555 ACTUAL BLDG HT.=269.7 +26.8=296.5'
<br /> PGIS (sfl NPGIS (sfl Total (sfl CUT = 160 C.Y.
<br /> Existin TBR 1,561 0 1,561 FILL = 160 C.Y.
<br /> New + Replaced 1,145 2,706 .3851 GRADING QUANTITIES ESTIMATED BASED OMEGA SITE PLAN
<br /> Total Site Impervious 1,145 2,706 3,851 ON CURRENT SITE INFORMATION & ENGINEERING, INC. CHINOOK DR SFR
<br /> NET NEW -416 2,706 2290 ASSUMED EXCAVATIONS NECESSARY FOR
<br /> PROPOSED IMPROVEMENTS. 2707 Wetmore Avenue DATE JOB NO. SCALE SHEET
<br /> BUILDING LOT COVERAGE: 16.3% i:�� 10 e° Everett WA 98201
<br /> HORIZONTAL SCALE (0)425.403.4852 M 425.259.1958 12/20/17 17-0802 1" = 20' 1 OF 1
<br /> PFN:
<br />
|