APPROVED ENG PLN RESUB1 BLD2021-0747+Site_Plan+7.14.2021_12.04.04_PM+2300026It
00 It
ENGINEERING DIVISION Applicant shall repair/replace all -THE FENCE SHALL NOT CREATE A SITE DISTANCE '�_ `� \�\ i 101
1 \, \ \ ` \\ \\\ PROJECT NOTES
damage to utilities or frontage \enterli3�e of #badw
APPROVED AS NOTED improvements in City right-of-way ISSUE FOR CARS PULLING OUT ONTO OLYMPIC \ Description:
ip Descr
per city standards that is caused or VIEW DR. FROM THE PRIVATE ROAD. Project1�O \ \ \\ \�\
Jd1 WG,a",, mt 07/28/2021 occurs during the permitted project. _ 179 ` \ \\ Demolish and build a new single family residence.
-FENCE SITE DISTANCE TO BE VERIFIED PRIOR TO -_�� \ \ \\
BLD2021-0747 r; CONSTRUCTION. ; 3p' \ \\\ Legal Description:
nd of adjacent residence i 1 \ \ �\ Beginning at a point which is south 417.49 feet and west 25.77
OWNER/CONTRACTOR IS RESPONSIBLE FOR \ \ It\ \�\ feet of the northeast corner of section 13, township 27 north,
EROSION CONTROL AND DRAINAGE New fenc \\ er o \ , \\
; \ Right of wc�v \ \ \\ range 3 east, W. M., records of Snohomish County, running;
R E S U B \ \ \ ` \% Thence south 5043'08" west, 94 feet;
` Thence south 83017'52" west 135.86 feet to the true point of
Jul 14 2021 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING I�8 i \ 12' �\ \ \\ �� beginning of the tract of land herein described;
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY i ♦ \
CITY OFEDMONDS UTILITIES MAY REQUIRE A SEPERATE PERMIT. /'� / , \ � \ \ \\ Thence continuing south 83°17'S2"west, 41.67feet;
DEVELOPMENT SERVICES `. \ \
\\ \ Thence south 20002'00" west, 50.79 feet;
DEPARTMENT
/ , • \\ ♦\ R ve evergr ei3 t ees \\ \\ Thence south 8035'00" west, 91.94 feet;
/\� Thence south 31 °53'54" west, 60.25 feet;
APPROVED BY PLANNING / ` R ove aiecidous tree ` Thence north 66°44'00" east, 172.75 feet;
r `� \ \� y \ + Thence north 23'16'00" west, 173.59 feet to the true point of '
Deck I �j \\ ♦♦ d \ \\ \ y ��, \\\ ++ beginning;
/ \ �� \\ ♦ \� \ \ o\ (Also known as lot B of unrecorded short plat no. S-25-66).
K&I/ 175 \ , \ \ 2 „ ♦\ \ \\ `\\ Situate in the county of Snohomish, State of Washington.
x 7/2021 line /
5
' \ ,� 2 \\ ♦\ \ \� � \\ °� \ Tax Parcel Number: 27031300101500
ropertiy 13� 59 / � i �7 , � Rear rd setback e \ ♦ \ \ \\
P „* 4 \ ; Geo. e . report \ ♦ \ �\ \\ \\ Zone: RS 12000
21033/43 / ' Edge of cone. \ \ 6" X \\ ♦\ \ \ \\
N/ patio outline + , ♦�\ onc. curb \\ \\\ Building Height Calculation:
\ Remove (E) l w \ ♦ \ \ \ \\ Average
undisturbed grade
Upper roof outline �v ockery wall v ♦ Cvente Pane o Oiympic Vew drive
/ '(N) power lined , \ \ \ ♦ \ \ \\\ \ #2 = 176.3'
2 Exterior wall outline \ �� \ \ \ ♦ New fen \ \\ \0 #3 = 171.0'
r / Patio s \ \ \
12'. 15' 16' 24' 18' \ 9' 5'-6 3' \ ♦ \ \ \ \ \ #4 = 172.83
\ \ Total = 696.63
/ • o m s outline � DS DS �� � � \\ � � \ \\ \\\
# 172'-10" �' ' \ �� #1-17 .5' \\ \ \\ \ Avereage grade = 696.63 14= 174.16 -
DS , � - \ \ 10„ Remove e een tr es nter o le set' back line Maximum Allowable Building Height = 174.16 +25 = 199.16
----------------- ------ ; ` \ (li3�eo� afi
(E) split rail fence Pat" - T ; \ \ \ \\\ Strucure Lot Coverage:
VDS ' ' ' \ \ � \\ `0 Lot area = 14,728.47 sf
�� Lower roof outline (N) power meter \ 6" \ \\ \\\ Allowable lot coverage = 35% = 5,154.96 sf
' -! ` \ \ \ \ New building lot coverage = 3 074.00 s = 21 %
D� � Upper floor wall outline , V � - •. v 1 �� v v v g g � f
_ _ _ _ J - - - - - _ - - - - - - -L _ J ; Phone/ / \ \ \ \ \\ Note! See Civil Drawings, sheet C3 for impervious surface calculations
i
`J Landscap i ht ,� \ 1 \\ \ New c \\ \\ ` Owner and Property Address:
186.35 ; ; uncti n ox \ f \ \ \ p y
_ > DS \ i \ \ - Peter Drieseen
Lower roof outline(N) gas mete 1 I \ \\ \\ ` 9229 Olympic View Drive
Side yard setback - - - - �_[]_ \ Edmon� � �----------- -, I \ Re ovedeci u tree,-\ N I New ' Remove low c ry al � - \ \ \
1. 4 Patio L ' \ I I - smooth ade \ 2" - ` \ \ \ Architect:
-Ld e of cone. I I \ \ \
or patio outline
R�sidence -, \\CASA Architecture
\ \ ♦ \ \ 17281 13th Ave NW
pp ?j I I \ (E� ter met r and service
DS U er oor wall outline \ Shoreline, WA 98177
y 206-533-8733
r I - - - - - r - - - ' - - _ I 1 \\ to be d commiAioned per ci\yil \ \
I� Upper roof outline ` Uppe roof outline - - - - - - - - - _ -I dify a e, v i ♦ plan\s et C3 \ \ \\
I \ ♦ ` \ \ Contractor:
IPatio _____ ___ _________ ______ _ v _ v 2 v v vv
_ \ ♦ \ \ \ Hamish Anderson Custom Homes
`_ \ \ \ \\ 8 \ •\\ ♦ ` \� `\ \\ \\ 11250 Kirkland Way, Suite 104
2 _ _ -' _ _ - 1 - _ _ i \ `\ \ \ „ X ♦ \ \\ \\ \ Kirkland, WA 98033 \
I 8 - U per floor wall outline - - - - \ \ \ \ `�' \\ - \ \\ \\ \ `\ ' \ _
Deck 5-576-1923 �
It r__�_ __________________� \ \\ \ \ \ \ ♦ \\ \\ \ St. Lic. # HAMISAC080PO
o\ '0010002, -
I \ \ \\ \\ \ Edm ds Business Lic. 601229349
^1, � _ \ \ D not exte d low rock a \ ♦ \ '
Upper roof outline Ij� , ' ' ` ♦ ` \ \ \\ \\ \
(E) roc wall DS _ ______-----= \ ♦ \ \\ \ \
tipper roof outline
----------------
- to be r oved e footin offs t F \ \ \ , , - ' ' \ ♦ \ \ \
0 o rom sb;c ine - - \ -' \ ♦ ` \\ \ ` \\ \ '
o . - J \ \ \ do \ r
�,\ L------T-T------------------- DS DS DS DS i Housefootmgoffset \ \\ \ \ ��s ♦\ \It \\
from setback line \ \ \ \ \ \ \ \ \
.� Edge o cone.
1 \ g f ' Entry canopy roof n,l' \ \ E) gas line \ \ \�\ cl \\ \\ \\ \\ / / / E catch basin
a do outline \ DS 1 j \\\ \ \\ \\ i / / ( )
L - - (N) gas li e extension - \ \ \ /
° Lo er roof oirt�txie \ ♦ \ \ \
Ex or wall outline , DSl I - \ ♦ \ \ .�
s Ext rior wall outline \ t \ o e evergree
rock wall 1� (N) Driveway \ I I � \\ ♦♦\
a r eet tall - '
pp o �O ' Lower roof outline \\ ♦ New fe %\ \ / /
(N) drain _ _ Edge of (N) driveway paving \ I I \ \ / / / \\
(N) er line. See i See vil s e 3 - _ _ _ I I c' 16 \ \ '
sheet , �,' \ _ _ _ _ _ \ I I ~ \ \ \ / / �/� (E) 18+�o oily\er
18 , \' 173.5 _ _ _ ; DS I \ \ ♦ \ / \ \\ \\
\� House footing offset DS I \ I \ ♦ en ve dec� ee \ \-
- # =171 �`roxi setback 1 ine 2=1716�3 \ � / � \ \ \ \
Adj st asphalt drivewa e ,'� - - - - _ _ _ \ \ / \ , yy _ �\ ,
o,�iewrockerywall3�„, --____ -_--r---------------------- �---- \ \ \ ♦ / \
from prop. corner .' ti
I \ Delete (N) rockery a d \ ♦ \
\ s21o�gAer�IZne /I - - - - _ I 1' 8„ \ smooth grade 12„ . \\ ♦` / \\ \ \\
\ - Front yard tback / \ _ - \ / \ \ \ \
15'-5" 18/-r 3F-7" 2S'
\ \ \
. 7�3 / \ \ YP ro*overhang \\ \ \ \ \ \\ \\ \
(N) sanita se / \ \
E sanitary sewer i I `\ ♦ \ m ve de idoal� t\e\\ \\ \
O E) stor catcc ba Edge of (N) driveway paving \ ♦ \ \ , - \ \ \
•.\ / �---- - - - - -\ ---� J Retain 6" Magnolia trees \ �, \ \ \ \
TMB-Rimelex 9 �..--- - - - -- - ----J \ ♦�� \ \ ` \
% �• 6.35 _ \ \ \ \ \
_ _ _ / ♦ \ \
(E) 12' co c. culvert (modify) 17 \
- - - - - - - - - - - - - - / Delete (N) rockery and IE=174.2 ♦ o ym is \Vie\w rive
'111 \
_ -I =17 7 smooth grade _ \ \ \ \
-� �� \ \ \
\ Pro i7�. (E) s' drainage da h ti \ ♦ \ \\ \\
sloo17p?� hne (E) site drai .-.d c
New ce\ 1
Drawing Index • . U,N, 6„ \ \ \
cone \ 1 \ \ \
1 Site Plan, Project Notes \ \
2 Main Floor Plan _------_ _ ' • � � �--
3 Upper Floor Plan \\/ \ 186.35 \ ;♦ \ \ \I \\ \\\
PP - --- _ I ♦ \ 1
4 Roof Plan
5 Elevations \ -- --- ;_ 1 \• ♦ \ \ \\
6 ElevationsIt
7 Window/Ext. Door Schedule - _ - - - _ _ _ _ l - - - - - _ _ _ -♦ \
8 Sections A 'usted cont ur liri s ? �,\ ♦ ���, \ \ \ \\ \\\
\ \
9 Foundation /Main Floor Framing Plan - - - - - - _ _ _ _ \ \\ \
It
10 U er Floor /Roo Framin Plan - _ - - - - - _ ' ~ \ s�'�� �°�o •�� \\';
PP f g (E) overhead power line - - _ _ 1 \ \ \
�� �P ti move eve ree tree \
11 Upper Roof Framing Plan (1v 1 1/2"water service _ - - - - _ _ _ \I N n\ i ; \ \`
12 Details 11
and I" meterper WA-130. _ - - o
to support fire spprinklers using - _ - - _ \ \ \\ \ \
13 Details NFPA T. f re system _ - - - - _ _ _ _ ew fence
See civil sheet C3 - - - - _
14 Details Drawing Notes: - _ \\ Ne ce \
15 Details The Contract Documents include the Drawin s, Material Notes and the )water me in private lane - - _ _ _ Retai Japanese Ma e ee \ \\ \ \ 1 \
g Water easement Rec. No. 7704260272 � - p p
16 Details Owner -Contractor Agreement. Any discrepancies found among the - - - _ Cente o"loft scat b clr line
17 Structural Notes Drawings, Material Notes, Project Notes and the site conditions shall be ` ' - - _ _ _ _ Rin Ma nolia Tree \ (line o trac) \ \ \
18 Foundation Mechanical Plan reported to the Architect, who shall correct such error or omission in Vertical Datum: \� _ _ \\� \\ \ _ _ _ ''� - I\ It
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 very and - - - _ ` _ _ _ _ - -- \ \\ \\
� The vertical datum for the site survey is . � �� E ge ofprivate Z ne \ \\\
20 Upper Floor Mechanical Plan coordinate dimensions among all drawings prior to proceeding with any pave ent
work or fabrication. The Contractor is responsible for all bracing and NA VD 88, based on a published elevation, for Site
WSDOT monument GP31524-78 Plan
Civil Engineering Plans as by JLS Engineering shoring during construction. - \ (E) utili pole \ \ \
1 /8 - 1-0 j� 2
CI Site Plan Elevation: 425.235 U.S. feet \ \�It It
All methods, materials and workmanship shall conform to the 2015 P� \ ` Si line 0' rom �� Center h e of
C2 CSWPPP, TESL and Demo Plan International Buildin Code as amended and ado ted b the Ci o g f • �� \ Olympicedr'v�
g p y �' f \ O� \ car l ation private � \ \ �\
C3 Civil Improvement Plan Edmonds Building Department. EaSYnentS: (As described in Statutory Warranty Deed, Exhibit "B') �, \\ ` lane e tranc \ \ \\\
C4 Standard Notes and Details \ '
Do not scale drawings. All dimensions are to ace o ramin or ace o 1. No. 432642 -Electric Transmission and Distribution Line \ \ \\Ires
�, \\ \ \� \
C5 Details g f ff g f f 2. No. 564543 - Right o Way Woo d essFsign G n as sign Painted1oad ay edge \ \ \\
concrete unless noted otherwise. Contact Architect for any required g f y 2 wide x tall ,c 2' 'de .�A-2" tall see j� *ctu es and surve , - \ \ \ \
C6 Details clarifications. 3. No. 7704260272 - Utility of Water Main \ �h \ o `\ \ \ \\
4. No. 8903300328 - Covenant restrictions per City of Edmonds It
Survey as by Pacific Geomatic Services Inc. - ' \
� Field verify existing conditions. �� � \ \ \` p'
1 of
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