site plan -this was a paper planset-v
\� PROJECT NOTES
101, g„
j80 \\ \`� � Project Description:
179 \ \ , Demolish and build a new single family residence.
\ e �%% Legal Description
Lind of adjacent residence
% Beginning at a point which is south 417.49 feet and west 25.77
e `� �% feet of the northeast corner of section 13, township 27 north,
o
range 3 east, W. M., records of Snohomish County, running;
Thence south 5°43'08" west, 94 feet;
Thence south 83°1 T52" west 135.86 feet to the true point of
12' `� beginning of the tract of land herein described;
Thence continuing south 8301752" west, 41.67 feet;
Thence south 20°02'00" west, 50.79 feet;
Thence south 8°35'00"west, 91.94 feet;
Thence south 31 °53'54" west, 60.25 feet;
/ • ''� �; `, �� �� �1 Thence north 66°44'00" east, 172.75 feet;
Thence north 23°16'00" west, 173.59 feet to the true point of
Deck / �' I>> ��� d �r0�� ��\ �� beginning;
/ \ \ y , + (Also known as lot B of unrecorded short plat no. 5-25-66).
175 \ , 2 ,, y �" `� ��, Situate in the county of Snohomish, State of Washington.
\ ,��� Tax Parcel Number: 27031300101500
pvo??er�1l� 131 5q, � , � Rear rd setback e � � ,,
1 �q \ , Geo. e report �\ �\ ,� Zone: RS 12000
�32L°33`43 Edge of conc. 6" x ` (E conc. curb �� ��� Building Height Calculation:
patio outline i `, t` Average undisturbed grade
- ✓� (E) low rockery w 11 #1 = 176.5'
Upper roof outline (N) power line\ , ax. ht. 361) `\ �� �� #2 =176.3
j / Patio 8 Exterior wall outline �` `�` `��\ #3 = 171.0'
12' 15' 16' 24' 18' \ �¢ 9' S'-6 3' �\ `�, #4 = 172.83
DS DS i , �� Total = 696.63
Q m s outline Averea e grade = 696.63' l4= 174.16'
# 172'-10" ! 91=17 .5' g
1 DS I n, ,'� , 1011 �` �� Maximum Allowable Building Height = 174.16 +25 =199.16
(E) split rail fence 2 .. Pa " T " " " " " " " " " " " " " " " " ; i \ �� Strucure Lot Coverage:
\ \ aN `, ``, Lot area = 14,728.47 sf
DS Lower roof outline
L, i \\ 6° \\ `� �\ Allowable lot coverage = 35% = 5,154.96 sf
_ - f `� _ `\ 1 „ \ �� �� New building lot coverage = 3,074.00 sf = 21%
M DS - Upper floor wall outline \ Note! See Civil Drawings, sheet C3 or impervious surface calculations
-----� - - - -------� -� I (N) power meter i \ \ \ \, g f P f
1s6.3s �J Phone%able �' \ `\ �\ ,,� �\ Owner and Property Address:
_ DS \ , \ Peter Drieseen
Side and setback o ® Lower roof outline I - - - - - - - - - - - - - - - T- - -, (N gas meter,.Yt �\ �\ �` �` ` 9229 Olympic View Drive
yard
-- ; I Newi (E) low kery 11 �\ , �E mon s, WA 98020
a io L\ (max. ht. ') ` 2" ` Architect:
e o conc. \ \ r' ` �� �� ` CASA Architecture
10' pat outline R sidenee ' `
� ; - � _ � \ � � � � ,`� 17281 13th Ave NW
�' b DS Upper oor wall outline ; ` `, `, Shoreline, WA 98177
` 206-533-8733
v
p Upper roof outline Uppei roof outline L- _ _ _ _ _ - _ - _ _ , _ M di a \ e, ve ,`, `` �� Contractor:
(E Water meter and service `
f� N P do - _ - _ - _ _ - _ _ - _ - _ - _ - _ _ - _ - _ - _ - _ - _ -; _ _ ` _ 8 to decommisioned per civil �\ `, Hamish Anderson Custom Homes
.o , - - - I , \ _ pla sheet C3 � `\ 11250 Kirkland Way, Suite 104
`�\ Kirkland, WA 98033 ,
8 U per floor wall outline - - - - - - - - - - - - - - - -J \ , N `\ r �` , �` 425-576-1923 ,
e Deck Upper floor wall outline __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ` WA St. Lic. # HAMISAC080P0 `.
o+ \ Ex end low ckery w '`� `� �� `` Edmonds Business Lic. 601229349 0010002
r---------� (m ht.3
Upper roof outline D
(E) roc wall DS Upper roof outline i .I `- - - - - - ` A
----------------------- '
- to be r oved I1�tise food offs t f- I ,\ , , , '
om seat c ineCt" o , r
- - - - - _ _ DS DS House footin offset \ - �,• \
----------------
_ T T from setback me
• Edge of conc. ,' I Entry canopy roof �� E) gas line \ \\ ° ' c� ` `, �� �'' / E catch basin
.. it, N 1 (E) r do outline ° o i
f "e DS - - (N) gas li extension
I L er r o ol�t ' e 1" rwall outline 2 D \ �� \`\ \ �� -C
1 8 (N) Driveway xt rior wall outline
.. ow r roof outline � �, `� �. �
' (N) F o • drain Edge of (N) driveway paving _._ _ _
(N) er line. See i See vil s e 3 - , _ ' '.". ; \ ,\ 6• 2 /
` sheet i '
173.5
\ 186.35 - -_ House footing of{{set ' DS \ - --� �
=171 ' from wtback7ine DS ' 2=1 6.
-T_._ ------ --" \ Extend low rockery all
i - _ 1 r 8n \ (max. ht. 36') `� �� i ��C\)
'
.' \• 7 �`�1rt - root yar tback i - - \ 12 �
' 15'-5" 18 -6" 31'-7" i 25' -' �t- - \ \
o
Co
- -� - 1 \ �\ y . roo overhang �\ \ `,\ �` Z011 4.YMed(N) sanita s `\Front-,E sanitary sewer Ed e o (N) drive'way paving � \ , -' ` � �nV _sto catch basin , . `VA g f �� tlt
_ R
B -Rim ele . 9 i � - -- ` \ ' ' ``
I _OU
.35
Other
(E) 12' co c. culvert (modify)- - - h rockery wall 174 2'�
IE-17 `7 (max. t 36')c - ,\�\�G1lit
----- - e IE 17
' =a pb ' 172 (E) s drainage di h 1�6
s1 ° Perty line (E) site drai age
Drawing Index e -`.._� 17171 W9194 r' \61'Pi.APINING
0 Site Plan„ Project Notes \�109
1 Foundation Plan
2 Main Floor Plan
3 Upper Floor Plan 1s6.3s
4 Roof Plan
5 Elevations
6 Elevations
7 Window/Ext. Door Schedule
8 Sections
9 Foundation / Main Floor FramingPlan
10 Upper Floor / Roof Framing Plan (E) overhead power line
11 Upper Roof Framing Plan d 1112 "water service,
12 Details to support eese rinklers using - ` - - _ _ ~� N
13 Details p - _ - N `
PA j 30 fire system
14 Details Drawing Notes: See civil sheet C3 _ _ _ `\ �\
15 Details ) water ine in private lane
The Contract Documents include the Drawings, Material Notes and the Water easement Rec. M. 7704260272
16 Details Owner -Contractor Agreement. Any discrepancies found among the
17 Structural Notes Drawings, Material Notes, Project Notes and the site conditions shall be
18 Foundation Mechanical Plan reported to the Architect, who shall correct such error or omission in vertical Datum:
writing. Any work done by the Contractor after discovery of such error
19 Main Floor Mechanical Plan shall be done at the Contractor's risk. The Contractor shall verify and
The vertical datum for the site survey is 20 Upper Floor Mechanical Plan coordinate dimensions among all drawings prior to proceeding with any pwork orfabrication. The Contractor is responsiblefor all bracing and WSDNAVT based on a published elevationforSite l anCivil Engineering Plans as by JLS Engineering shoring during construction. WSDOTmonument GP31524-78 II- I 11
Cl Site Plan Elevation: 425.235 U.S. feet n
All methods, materials and workmanship shall conform to the 2015 �c T d ,
C2 CSWPPP, TESC and Demo Plan International Building Code as amended and adopted by the City of \ `i' sip '' `, `\ `„
C3 Civil Improvement Plan Edmonds Building Department. Easments. (As dacribed in Statutory Warranty Deed, Exhibit B)s
C4 Standard Notes and Details s. All dimensions are to ace o ramin or ace of
1. No. 432642 - Eletric Transmission and Distribution Line
Do not scale drawing
C5 Details f ff g f 2. No. 564543 - Right of Way
concrete unless noted otherwise. Contact Architect -for any required 3. No. 7704260272• Utility of Water Main I \
C6 Details clarifications. 4. No. 890330032& Covenant restrictions per City of Edmonds
SurveyasPacific Geomatic Services, Inc.
by Field verify existing conditions.
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