20507 MAPLEWOOD DR.PDFIIIIIIIIIIIIII
12244
20507 MAPLEWOOD
DR
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:00001coCc-06C)i
BUILDING PERMIT (NEW STRUCTURE): 2C060'
COVENANTS (RECORDED) FOR:
CRITICALAREAS:— DETERMINATION: E] Conditionat Waiver E] Study Required N'Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: (CID-005
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OT1fER):—mk-o1g (&a)
PLANNING DATA CHECKLIST DA
SCALED PLOT PLAN DATED: to-20-05
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: I+
SIDE SEWER PERMIT(S) #: 0
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
FOR:
WATER METER TAP CARD DATED:
LATCMPWSrs\Fonns\Street File Checklist.doc
CD
tQ
1" Copper to
4' Out, 2' Deep
6.5'
1" Poly 17'
200psi
w/ Tracer
C)
C)
Power Pole
61- 17.5' Ln
T
4.5' L
Ep* -BUILT
0 CITY OF EDMONDS WATERLINE AS
ADDRESS SCALE
20507 MAPLEWOOD DR NTS
HO MEOWNER CONTRACTOR
SVEN HELLEREN
DATE DRAWN PERMIT
at IB90 11/15/05 BY 1. ABILA NO. 2005-0535
' 17 C. 1 16') -
Address of
111T NO: 0095
City of Edmonds PERMIT EXPIRES M(A I
SIDE SEWER PERMIT
Property Tax Account Parcel No
Attach copies of all access and utility
Owner and/or Contractor: �A)t\f\
Contractor License #: WRJOCT7-0
[)(Single Family
F-1 Multi -Family (No. of Units
Fj Commercial (No. of Units
F1 Publig/2 w /
Verified and Approved by
Iding Permit* 0900-5*__
N
Invasionint . o City *Right -of Way: E] Yes XN.
*RW Construction Permit #
Cross other "Private Property: . El Yes No
"Attach lega I description and copy of recorded easement.
and acknowledgement statement:
Owner or ntra tor signatux
' X
By signin for this permit I certify that I have read the City's public handout entitled
ide Sewer Specifications, and shall comply with all City requirements outlined thertein.
/0 .
Date.
9 CALL DIAL -A -DIG (1-800411T�5555) BEFORE ANY EXCAVATION 2
9 FOR INSPECTION CALL 425-771-0220 extensionftC62
_24-11OUR�NOTTCE REOUMM&FORALL INSPECTION REOUESTS
Partial lnspection:Qr�b&-�. 171eed el. ds&"/o /0�- Date': 11114-105 Initial:' 05
7
Partial Inspection: 4 .1 Date: Initial:
FINAL INSPECTION APPROVED: Date: Initial:
'0� PERMIT MU8T BE POSTED ON
White Copy: File Green Copy: Inspector Buff Copy:
L;temp;bldg;forms;sspermi1jig4/00
to Street File:
SITE '0�
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prop
6" C/O,
4 X 6
2
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ji
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CITY OF EDMONDS SIDE SEWER AS- BUILT
A
6 ADDRESS: HOMEOWNER:
ta 20507 MAPLEWOOD DR SVEN HELLEREN
CONTRACTOR: I SCALE: NTS'
4�t 1890 DATE - I DRAWN PERMIT
� I DRAWN: 11/14/051 BY: 1. ABILA INO: 10095
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREETfFILLE
Name:
Date: �a Aaq lc6 0� Z2
Site Address:
Plan Chec
. I*: 20W ��Qa
Project Description: (4 raLs.)
Rev"S."C"n.. -6jr6or -&ewl -b 11A1c*,AT0 -6,. 9" "ick fteA%or-, crP A-e--C
Reduced Site Plan Provided: (S>NO)
Zoning:
Map Page: ;�0'5
1 Corner Lot: (9/ NO)
Flag Lot: (YES A9
Critical Areas Determination #: CA-191?9-CQGQ
El study Required
54 waiver'
SEPA Determination: g5xemp�
)9 Exempt
El Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger)—Al/A
0 Fee 0 Checklist 0 APO List with notarized form
Street: Side: Side:
66 kQ (E-� 10'
Actual Setba
Street: SiAn. Side- Rear-
�;LIFe-,r\ CR- C"�J
Does street map require additional setbacks? (YES NO /0
Detached Structures: A6,e stnoc.->.m on S��re- Rk-on.
Rockeries: Al., ,\ SA. 4�6A.
Fences/Trellises: Pr-ceXied Qenm on S��4ek*ft-^.
Bay Windows/ Projecting Modulation: IF*,m pkxLee oc\ eb:i64 9�de-
Stairs/Deck: Aj,,, ao,,av\
kei�ht
Datum Point: NIA
Datum Elevation: A//A
Maximum Height Allowed:
Actual Height:
?
Other
Parking Required:
Parking Provided:
Lot Area: Z10 it
Maximum Allowed Lot Coverage: 35% Proposed: Alo C69
Lot Coverage Calculations: 14 J�' " e r �4'
0 cov
ADU Created: (YES 16) \3 I
Subdivision : G - ;tOOL/ -:3 2�
Legal Nonconforming Land Use Determination Issued: (YES AD
-,t Moor- ovet- rcvz-%Zac� C-*b-nr%o-� -ekce_ed
-r'au� VA- A-*
AA 4 -fer\r-4e- -t,-
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Plan Review By.
Aw
Me. 4^VT� 0\er a*, 6 C7"
A�.
r
_,OATE RECEIVED _�
PERMIT EXPIRES
I%Y OF EDMONDS
P
PER' -1%6--
N
NUMBW Cx
CONSTRUCTION PERMIT APPLICATION
0
JOB SUITEIAPTO
AD
ADDRESS
Cq 07
OWNER NAMEINAME OF BUSINESS
PLAT NAMEISUBDIVISION NO.
I
LID NO.
MAILING ADDRESS
0
LID FEE $
PU
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCPAPP_.
RP
s_`U`. .03
CITY ZIP
TELEPHONE
EX
EXISTING — PROPOSED
hw— RqiW a
S� R_. a
0
�-_6N\6y\ac-
RE'
REQUIRED DEDICATION FT
W�mq�d 0
NAME
L,k./ -
METER §IZE LINE
SIZE
NO FIXTURES
PRV REQUIRED
L-01 vViy\sOvs.,
YES 6 N013
IX
t: ADDRESS
V�ey\yov\
REMARKS
OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGr
CITY ZIP
TELEPHONE
Se5,0j& q81Vbj
zo6.39q. V57�'-/
-F 0) �z
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NAME
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(C F riqL
GINEERING REVIEWi DATE
ADDRESS S
0
u
< .0-Box 31\4
A tl"�'
M
Z' CITY ZIP
0
I
TELEPHONE
FIRE REVIEWED BY DATE/
U &)ZE)
LIZ574:+63-42
STATE LICENSE NUMBER
EXPIRATION DATE
Or�y
VAi OR CU
SHORELINE OR ADS#
INSPECTION
Ri
SEPA
SVfFA) 4C T OVIZ3,1
^- . i
Ad Vn o,
E3 YES M
COluP1.ErED I E�111PT
NO A
< ACCOUNT PARCEL NO.
"
CAA
WAIIII��
ZONE
SIGN AREA
'ROPOS
ALLOWED E
HEIGHT
AU.O.E PRO SED
0
Oq - 38 AV14�1 V0010fto
I
1-GO I
NE W
RESIDENTIAL
PLUMBING I MECH
R
LOT CO ERAGE
ALLOWED VPROPOSEO
R�GUIREO SETBACKS (FT.)
-11-M REM "WSi
g:CKW
ADDITION
COMMERCIAL
GOMPL NICE OR
0
s,5 1
5 A/0 W
I 11,W 54-15
I
MIXED USE
CHANGIEAOF USE
I t3i
REMODEL
MULTIFAMILY
1:1 SIGN
NG
RECOPARKPIROVIDED
-k I 1'.r
LCITAREA
11%-310411
I PLANNING REVIEWED BY DATE
dm�
o FENCE
REPAIR cyos ( FT.)
REMARKS
C] DEMOLISH TANK OTHER
RETAINING WALL FIRE SPRINKLER
CrGE
PORT ROCKERY FIRE ALARM
0
r jTYPEbi BUSINESS OR ACTIVITY) EXPLAIN:
R.
C> ,
TYPE TIKTRUCTION
OCCUPAN
GROUP
NUMBER NUMBER OF
-3
al OF,
OWE ING
IL
I
SPECIAL NSPECTION
I CONSULTANT
OCCUPANT
0 STORES 2-
UNIT S
REQUIRED DYES
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
7_068 0
GEOTECH REPORT
By
sTRucW
Y. W L I P C If A n/
C)OOf- #44-- O�
5.'. W V, /906
VALUATION
covp"�ie
-7�
k, P 1
Description
FEE
Description
FEE
Plan Check
2 i�
State Surcharge
�,!50
HEAT SO RCE
LOT SLf%
VESTED DATE
OM 11
7-
Building Permit
ll
City Surcharge
PLAN CHECK NO:
ols—
A
Plumbing
Base Fee
66
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT C VERB WORK TO
13E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTIONDON THE PUBIC
Grading
GONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISS ON.
Engr. Review
PERMIT APPLICATION: SEE ECOC 19.G0.005(A)(5)
PERMIT LIMIT. SEE ECDC 19 00 005JA)(6)
Engr. Inspection
SEE BACK OF PINK PERMIT -FOR MORE INFORMATION
S So R
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
S
Fire Review
Plan Chk. Depositl
2,972�,
Lu IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
IT Y 0 F
'NY AND
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Inspection
Receipt If
I.ECTLY
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
NOT BE
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
I -NANCE
DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
LandscapeInSp.
Total Amt. Due
NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
]
Recording Fee
Receipt #
1
.AT.-N
I HERE13Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
T
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This applicati� is not a pemit unfit sig—d by the
TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official � hisAher Deputy: and Fees am paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
recaipt is acknowledged in space p—ided.
WORKMEN3�S��TION INSURANCE AND RCW 18:27.
IAL I
U DATE
StGNATU (OWNER 0 AG
DATE SIGNED
(425)
a
2 V / 1016
AI h/;'..
771-0220
-
ASZD'6
'--
DIE
ATTENTION I
EXT. 1333
_t
Tma
I
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL NSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI-
it
RIGIN YELLOW - INSPECTOR
UILR
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 I IBC110 I IRC110.
i GOLD -ASSESSOR
10104 PRESS HARD - YOU ARE MAKING 4 COPIES
0
0
PLANNING DATA
NAME: i Ht I I tY R*1 :) 5 V e.41 DATE: 0512,41WIDS
SITEADDRESS: V0504- MapMeWOd privito -PLAN CHK#: - 05r- 1 14 1- 1h
PROJECT DESCRIPTION: CW Ar-p- ( y 4+-0 rit t, , 4 t I maLVA-2-0 torel-,
_bL -a a
UA,d 7k 0 D (0 9 . [,a %fg&&A e a-H a I D 2. 19- �j
REDUCED SITE PLAN PROVIDED?: & No)
MAP PAGE: 7-05 CORNER LOT:a/ No) FLAG LOT: (jeso
ZONING': NS 12- CRITICAL AREAS DETERMINATION #: I R C1 9 - 0 -A.(p 0
LJ Study Required:
0 Waiver
LJ Conditional Waiver
SEPA DETERMINATION: 6 Y%'&Y'APj7
LJ Fee
LJ Checklist
LlAPO list w/ nota,i,ed form
Ll (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
Exempt (7.45Z e—Y CLAt 8, v5D C-1 +i
SETBACKS: (S 0 LA.+Vl) ( �p
Required Setbacks: (novtvl) C W r- e.-C)
Street:_2.,��t:e* Side: 10' Ri@M Side: 10' Re 2�6
Actual Setbacks: I
Street: 5q.A-eft-Sicle: 100 Side: 10-1 E5 Rear. 2-6 - 53
Street map checked for additional setbacktrequired? esl No / DNA) aeo
Ll DETACHED STRUCTURES: nOrm sVjown an Gjj-_� pjqn.
,44� C�&+Cd_ v'**'
Ll ROCKERIEs: nonr_ wiov.,n ay% sii-c- picln.
L3 FENCES/TRELLISEs: none. Show -VI CY-1 sit-C, plan.
0 BAY WINDOWS / PROJECTING MODULATION: fj(< -5.
rl0L(,.r 0y% _t4j;pt tAe_V4,h0Vj ynt,,MfS Sttloat.�
Ll STAIRS/ DECKS: t)Vneo 5Vj0VvY6.
C�ov-c� Ozevcn)
PARKING: Requiredj- Actual: i
1,3&P-+f# (13
LOT AREA: 16 1 1A 0 i V-e4l
LOT COVERAGE:
Calculations:
A L+
BUILDING HEIGHT: 13 C11 6
Datum Point: Datum Elevation:
5. L� I
a. Ir 11
Maximum Allowed: +14 AcfualHeight: 14--ty,
D (0. 0
A.D.U. CREATED?(§� Yes)
--------
5r:�
SUBDIVISION: 1100 Li A,, I Ot a+ 7�Q 60 9 M q I-r- WO 001 Drl"VC,-
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (�Les / Qo
3 C1 Lt. (05
I Lit,
avelra
F
OTHER:
Cl. e
Plan Review By:
NewBPPlanningDataForrn.D0C
411 b5`
ri cliz
ic..k f vie,
- b.1 .�5'1 'A./vai3c-
394.(Psl
+ 7.15' mag
41 q - (05 1 mov
he45Ylj- (aGbAA�)
41
NS
CITY OF EDi'VIONr-)!�-
BUlDING DEPART MENT
WORK
- -2
ADDRESS
I- _e- 6o
0 1 A! NER
APPR-iOVED DATE: r
BLDG. OFF;CIAL
PERMOT NUMBER"
13 L-D 2Z, i I- in -3-2-) 1
J�"e i,-* -I N I
RECEIVEF."
DEC 12* 20 It
BUILDING DEPAi`�lMVj
C47Y oF
0'r'l
' a
- C-e*i era�oj
fit -
/ / - �' To r pofl�
J L,,( WC-5.
-z.
APPROVED sy PLANNING rouAl +
Ar*tj L
Fdter Fenre N 89*23'�l" W f— 10.15' r— 10. 0.0d,
u 100.84,
FPO IN �TA. E TIGOHli WE
395.4
�5
fRK
0
sb '35
�K 2 SCH 40'
F APPRO41M ATE EARTHWO - N-12
�Q lexce�d' 250 CUBIC4_ YARDS CUT .0, F810 HANC �R
1 250 CUBla YARDS FILL 0
Concrete Driveway b
RoX Entrance
C4
Catch Basin 1.25'
00
Entry 9 c6
C C. er
overed
P h 1.3.00
25�53' Porch
14-00'
9.00' J:
co
Lu
.00, :3
PROPOSED 0
> 25.61'
O� 00' RESIDENCE
0 IL 9. 5.15�
l=j \ m MAIN FLOOR ELEV=39 R
z F_ M T-1-
MAX. ALLOwED ROOF=419 65
0 ACTUAL ROOF ELEV=419. 5
LAJ
V)
<
0 LJI :11.60�1
16.00' 1
3_1 Covered 11 LJ
Lli Porch J
_j
Q_ --- L�OINT �cl -do)
< 396.0 393.8
_j
m
z
15,371 S. -
1p
0
cn
54.15
Lp
0 0
La WATE E
— — — — — — — — — — PECTI
m
— — — — — T — — — — — -
UTILITY EASEMENT
.0 FOR LOTS 1, 2 AND 3'
0
C=)
C=)
Cn m rrl
M
:x) T-
205th PLACE S.
N
N 89-25�
19" W E
RRE F0 AM ADDUSS MEQUIRE
St R ;=,r-%
-D By pLANNING
t I I U-.A
Filter Fenre N 89-23'�l- W 10.15' -10.0.0"--
100.84,
P POINT A E TIGH rM
3095 . 4
0 RRK
r1l Sbff'35 0
4 6 -
1 3 - j SCH 40
ig g RTHWO�K N-12
APPRO41MATE EA
Fe -me 250 CUBIC-21 YARDS CUT .00- F8 10 HANC )R
250 CUBIF, YARDS FILL
Fb
Concrete Qn
Lveway-
RoX Entrance
C4
do
Basin
Catch 1.25'
0
co
q Entry 0.
J.6 LO
25.53' Covered
.14-00' Porch 13.00
9.00,
CD
Lu
.00,
> 2.5.61' PROPOSED
10
V)
(0 RESIDENCE 1; 5?'0. 10-
9.00' MAIN FLOOR ELEV=395.15� b .10, 3
z
Li P. Ti 0
:2- MAX. ALI-OWED ROOF� 41965 — F—M 5 -j
ui = 4 5 o
0 ACTUAL ROOF ELEV 19.
ui
0 0 11.00'
.11.60
33: 15.00,
UJI Covered 11
Porch J
18.00, 'D LO
POINT 'C', p
CL
396.0 393.8
Tz� L (
1 0
m . 1 0
Z) (51 51,
a- ate, z
NV k.13 I
0
15,371 S.F. 91
CnL
Ilk
54.15'
..... .................. .
JL J I
WATE E
— — — — — — — — — — — — — — — — — ---
PECTI N REQU
m . . ;
X L — — — ---
rn
.0
15' -UTILITY EASEMENT
FOR LOTS .1, 2 AND 31
—TI
7,
0
0
C=
C=) F=
--I C7) m m
M
to
205th PLACE S.
7
N
CITV CORV
%."JL- JL AL N—.' "'�.AL J& N 8925'19" W
ME\ W E
�0 AID ADDRESS Slrfl MEQUIRED
LO
0
20311 9 20228 20227 8626- 20302
20231 :02
20307
081�' 20312 z
20301 21. .213
20318 1 20310 8831 203D5 20310 8307
20212 20307 2,�Gllb PI
SIERRA ST 0311 9001 8308
20316 20W315 20315
9�210 204TH: ST SIN 20208
20311
9015
20321 8307
20317 20320 9008 20314
20322 20MO %11 w 862
20414 20319 20412 20417 20406 2040 204TH ST SIN
20411 20405
- - Ir 8610 �77
20321 20414 0 22
0 20421 20414 —1 .1 . I
20421
0 2G425 T 9 20420
31. - I 1 20425 20432 20426
w 2-
20505 20427
Go 20500
Go 20429 20431 20504 20501
fn 2]
20510 205M 20512 20505 20508
T 205TH PL S
3w 20507 S 20520 (L
9123 20507 ---- 1pir
206TH
LSTSt 20521
0584
12
PV 20603 205W co
'03 9122 2 co 20631 Rid
20511 20602
2.,o 20-6QM5
Z31 20610 20607 206io
9118 20607
20615 20617 20612 Pe
19
9 9134 20619 20620
20628
9132 Li J i I
MaH PL SIN I
31
20708 2.25 20702
2.'23
30 20708 X 20TrH ST SIN
2 709 8816 8814 9812 8806 8804
20
-'22
9".
27 9128 20710 8a26 20710
9122 20 w 20725 8616 8604
Is
12 ' . 8528
9118 9114 9110 .1 - I 1 1
20723 8729 [20124] N F -
. . . 8516
MAIN ST
11527
20802
9126 !? BD6 8529 8304
0-
20830 SM8
9124 9118 8718
'a ;; 20814 20900
20820 Cr 201121 8310
a i
— 0 722 8706 8312
20828 -i 8515 20902 20901
2-6
X 20829
8513
20903 8724 8721 8511
20904 20903 20904
8431
8803 8729 8719
209TH PL 8429 20906 20905
8427
t20926
I -J SMS 0724 8716 21ow
8425 20908 20907,
M28
8423
ed, — 2MI 8736 8421 2 00=3
'o 872 21004
21011 209-30 CD
le 21010
21001 21003 8419 21010 21
21
17
21019 o
4) 84 Lu
E
21022 21023 CD ,\8734 21001 21012
0) 21011
w
21 28 21027 21014 2
21100
21100 Y 21010 3
-7 aso 2
21935
21110 2
21020 S401
21109
21117 21116 21030
21100
21120
211 21117 21100 8506
21M
21119
21220 21106
21120
9,'03 21130
211 21218 21112
21 210 8 smo
21225 '5
2'LI5 21214 1 21218 V-.1V
21220 21200
11 21 32
2" 7 pARK ROAD 21233
'07 T. 31
M 21224
21
MW07--WAY CON.5717110TION FERER
44jr). 1:4! TIOA
-4 Filter Fence* N 89'23'51 " W
C
0
0
0
Ld
-4.
OR
0
0 0
Li
—j
<
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0
IN8PE(
0 CALL 425-7
z
Impervious Calculaftna
Building 3367 sq.ft.
Driveway 2384 sq ft
Porch - 102 Eg. ft.
Total 5853 sq.ft.
Driveway Slope
2%
Lot Slope
2%
Actual Height
419.35'
Max. Height
419.65'
Finished Floor
395.15'
Bottom of Footing
392.20'
Lot Area
15,310s ft
Lot coverage
3,455 sqqJ1.
POINT, A 100.84'
395.4
4--
C')
Mo
(01 APPRO41MATE EARTHWO�K
250 CUBI� YARDS CUT
250'CUBI YARDS FILL
Entrance .1 'Concrete Dri'veway
�O
Catch Basin
25.53
0
25.61'
z
F-
D
m 11101
5 0,
Entry 9
Covered
Porch � 13-002
10.15'
POINT 8
393.4--,
Z1.00'
AC.(;EPTABL
:2 SDR 35 MAI
SCH 40
N-12
F810 HANr%n�
PROPOSED
RESIDENCE
MAIN FLOOR ELEV=395.15�
MAX. ALLOWED ROOF=419 65
ACTUAL ROOF ELEV=419. 5
16.00'
11.00,
10.00'
11.60'
1.25'
'0
OR
CD
CD
CD
,5?b. 10,.
:11.60'
--I (p 4". - . - -
8 Covered
18.00' 00 Porch
.01'NT C
.393.8
'po
(L
C
15,371 S. NF� x . N- :'o ';
0
IONS IREQ'D '41;0
1-0922d EXT. s
0
1 54.15'
I .........................................
-XPOSED SURFACES TO
0
I COVERED WITHIN 2.DAYS
—1 — — — 7 — — — — — — — — — — — --- — — —
L
15' UTILITY EASEMENT
FOR LOTS 1, 2 AND 3
— —1 ()L 65!
to
N
STREET
191
205th PLACE S-,,%,,/
FILE
F1i9:-\PJ0 A0,10DRESS SIP.--N 11501 IIR;:n
N 89*25'19" W
RESUB
A Cq JUN 20 2005
H L'I H T CALCULATION
POINT�� = 395.4 Eltll�D�10 DEPARTMENT
0 CMAMUrlq
POIN I = 101 a
POINT C = 393.8
POINT D = 396.0
1578.6 + 4— 394.65 AVERAGE
LLJ
It
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po
APPROVED A7S NOTED
BY ENGINEE ING
Date: N '7/,5Zeo,27-
Site Plan
Iff-W-
W E
Datum = C.13
S 1. = 395.29
SCALE : 1"=20' 11
SVEN HELLEREN CONST.; INC.
IN 'NW1/4, SW1/4 SEC. 19, T..27N., R.4E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
111111111111111110 Lovell—Sauerland & Associates, Inc.
Engineers/Surveyors/PlaLimers/Development Consultants
L�m m e-maik infoOlmeneneering.com - mob: lsaengin�.com
1kW &W Avenue T., Suite 200 Lynnwood, TA 980S6 - (425)775-1691 - (425)672-7998 fax
DRW SCAIZ x No.
m= I UTZ 1-05 Ira i It= 20' 4620-0-04
JTT I " JTT 5-1
4:
—39611, M C)
m
C - if _14
Co
L0
0
0
3.1
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w
0 WATER &
n
0 INSPECTIOI
0
z CALL 425-771-t)
Lmnerylous Calculatims
Building 3367 sq.ft.
Driveway 2394 sq ft
Porch 102 jQ, ft,
Total 5853 sq.ft.
Driveway Sl�Z
2%
Lot Slope
2%
Actual Height
419.35'
Max. Height
419.65'
Fihished,Floor
'395.15'
,Bbttom of Footing
392,20'
Lot Area
15,3 10 sq. ft
Lot coverage
3,455 sq.ft.
Filter Fence N 89'23'�l" W
10.15' — 10.00'
100.84'
pp
FPOINT A
POINT 8
393.4
0.
11.60'
ACCE'MBLE 'FIGHTLP
APPRO41MATE EARTHWO�K
MATEF K
9DR 35
C.-I
91
250 CUBIV. YARDS CUT
250 CUBla YARDS
70-,SCH 40
FILL
N-12
Rock
Entrance Concrete Driveway-
F810 HANCOR
LO
N
Catch Basin
1.25'
'0
En
25.53' �'.1,f-ryJ UZ
14.00' 8 -
Porch; 13.00'
9.00,
co
�.00'
PROPOSED
109. RESIDENCE
00' MAIN FLOOR ELEY=395.15� 1; 5?b 10,
Uzi
2 1. 5 MAX. ALLOWED ROOF� 41965
Li
ACTUAL ROOF ELEV=419. 5
L<j
11.00'
N 16.00'
_j 8 Covered
18.00' 06 Porch
1551 N 77, Y
396.0 OINT C P
393.8
m
D 0 V�0. 0
0 'loci V51.
15,371 S.F.
Iwo.
REQVP
Aq
1L -EXPOSED. -SURFACES -TO ........ 54.15 C", CIO
i p
\COVERED WITHIN 2 DAYS
'N
0
7 — — — — — — — — — — — --- — —
--------------- ---
15' UTILITY EASEMENT
FOR LOTS 1, 2 AND 3
— —1 a65! —
ul)
C14
STREET F
k1l -0 AID ADD.RESS SIGHREQUIRED
U-)
C*4
HIE�f HT
CALCULATION
POINT� �
395.4
POINT � =
393.4
POINT C =
393.8
POINT D =
396.0
1578.6 + 4— 394.65 AVERAGI
7 oil Tf Zt&_'
22969
EXPI ES 10-15�-05
Arrnuvr-IJ A0 NUICU
BY ENGINEERING
205th PLACE S.
Date:
ILE
N 89*25'19" W
*WE
RESUB
Datum C.B
S . = 395.29
JUN 20 2005 �
0
SCALE : 1"=20'
BUILDING DEPARTMENT,\
. cl-TY OF EDMONDS
0' 5' 10' 20' 30' 40'
- raidd�e__,_P an
FOR
SVEN HELLEREN CONST... INC.
IN 'NW1/4, SW1/4 SEC. 19, T.27N., R.4E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
L �dpj Lovell - Sauerland & Associates, Inc.
Engineers/Surveyors/Planners/Development Consultants
e-mal, infoOlseemonemiq.com - web: Isaen&eering.com
19400 Wrd'kvenue T.. Suits 200 Lynamood. TA 98036 - (425)775-1691 (426)672-7998 fax
F.B. 'Am
77 171-05 1 rl 20 7LZ No
JTT JTT 5-1
I 1 4620-0-04
_0"
-J,
APPROVED AS NOTED
BY ENGI EFRING'..
&?
Date:
Ike
7- c-
-9,0 c, 77 0 f-4 OF 7-1-1- f -s
A
c- N&CE IS A 9 elo vc, Z� L-)/ OF f �S & 7- Fe oAc
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w6sr PP-,OP&P-ry Ljf%LlE- 4L(>^,Gi TZ-fe Wc-ST- Pfweeo-ry
W1.1-L C,&Sj4.T-C- A Pk�� 95 L 6 P4�t - / F 7�4 t !s
-t rtic- F7F-.sE =1 OF 77�+C fS -(C& -si4AL JS6
I en Kc e
I //
J,
STREET FILE RECEIVED
0
Is
I
IVA
en�
I)U- I I �
CITY OF EDMONDS
BUILDWO DEPARTMENT
WORK
A C - - ---
-SS
Q
APPROV-D DATE :WW.W
SLDGC7FieCAL
PEn.—IN-11T PJUMBEER
-- �2� -0,96 R-
Any request for modification, variance or other
administrative deviation' (hereinafter' "van—ance")
must be specifically called out and identified.
Approval of any plat or plan containing provisions
which d-o not comply with city code and for which a
variance has not been specifically identified,
re uested and considered by the appropriate city
,q
official in accordance with the appropriate provision
of city,qode or state law does not approve any items
not to code specification.
S F
IL
RECEIVED
MAR 2- 4 2006
PERMIT COUNTER
is
-I
-396N
V
LO
to
Ld
00
to
0
0
LLJ
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a-
<
C-4
�N .. .
0
0
z
Impervious calculafiolls
Building 3367 sq.fL
Driveway 2394 sq �ft
Porch 102 so, ft.
Total 5853 sq.ft.
Driveway Slope
2%
Lot Slope
2%
Actual Height
419.35'
Max. Heipht
419.65'
Finished Floor
395.15'
0 0 ooting 392 '0
Lot Area
15,3 10 sq. ft
Lot coverage
3,455 sq Appl.
Filter Fence N 89*23'�V' 10.15' 10.00'
100.84,
POINT A POINT B
395.4 393.4
-11.60'
21.00'
EPTA13LE
I-APPRO41MATE EARTH T H
W* TLINI
-'IC
1250 CUBId YARDS CUT MATERL kL
0
fA"- IS50 CUBla YARDS FILL .0 35
C 40
CH
N-12
12
.N
trance
R's 'I Concrete Driveway, 010 HANCOR
k.0 14
Catch Basin
1.25'.
94
Entry p
13.0
1 ?5 14.00' 0
9.00'
.00,
25.61' PROPOSED
119.00, RESIDENCE
1, 5?b. 10,
Z MAIN FLOOR ELEV=395.15�
Li
1.5
.5 MAX. ALLOWED ROOF=419 65 p
ACTUAL ROOF ELEV=419. 5
L<Lj 11.00, P�:4
16.00'. :11.60
Covered ill
Uj'.
D 18.00' Cd Porch )
A
Ul)
L) 396.0 POINT C
L--�393.8
m
P
04
r- '
D
CL
^0 TER A SEVIER
S 1iQ-TtQNS-REQ'[)
I CALL 425-771.-QL�-3 1. 11",
r . j"-"
A
ALL. EXPOSED.SURFACE&T-0 ........ 5.4.1
ip
S�COVERED WITHIN 2 DAYS
\
7
L—
— — — — \7� — — — — — — — — — — —
-- — —
15' UTILITY EASEMENT
— — —
FOR LOTS 1, 2 AND 3
- - -10165
LO
N
IOVED AS NOTED
13Y ENGINEERING
Date:
C14
H��HT
CALCULATION
POINT =
395.4
POINT � =
393 ' 4
POINT C =
393.8
POINT D =
396.0
1578.6 +
4 = 394.65 AVERAGE
T
01
22969
Exp RES 10-15-05
...............
205th PLACE Sw,-,,STREET FILE
A40? AID ADDRESS -SIGNIFIC-QUIRED
N
N 89'25'19" W 395.29
RESUB W E Datum = C.B
JUN 20 2005// S
BUILDING DEPARTMENT SCALE : 1"1=20'
CITY OF EDMONEO
0' - 5' -- 10' 20' 30'-'--"" � 40"
. GS
F-0-P---
SVEN HELLEREN CONST., INC.
-01-�
IN N . W1/4, SW1/4 SEC. 19, T.27N., R.4E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Lovell- Sauerland & Associates, Inc.
En&eers/Su"eyors/Planners/Development Consultants
a-mmih imfoOlmaenginearing.com ' web: Imen&eering.com
19" 33rd A"nus T., Suite 200 - LynnlroK WA 98036 - (425)775-1591 - (425)672-7998 fax
Was NO.
JTT 5-11 -0! 1"=20- 1 4620-0-04
D JTT Cm= I Diu