20050125.pdfDATE RECEIVED o
PERMIT EXPIRES
CITY
OF EDMONDS
USE PERMIT
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CONSTRUCTION PERMIT APPLICATION
J013 SUITE/APT#
ADDRESS ,29ilO S— UJ
OWNER
NAMEINAME OF BUSIN
SS
PLAT NAM E/SUB DIVISION
LOT NO.
LID NO.
!:7 R L
ADE
LID FEE $
MAILING
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11111
A6DRE
PUBLIC RIGHT nF: W1111 PER &FICI 1, STREET MAP
I ESCP Approved
RW Permit Required
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EXISTING — PROPOSED
Street Use Permit Roq'd
Inspection Required
Sidewalk Required
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CITY ZIP
TELEPHONE
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740
REQUIRED DEDICATION— FT
Underground
Wiring required
13
NAME
METER .91ZF
LINE SIZE
NO. 01 FqURES
PWREQUIRED
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YE NO
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ADDRESS
REMARKS'
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OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
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P4SC -10 O�, 0 1\4 O&A
CITY
Zip
TELEPHONE
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NAME
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-_�.GINEERING
REVIEWED BY DATE
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IRE REVIEWED BY DATE
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CITY ZIP
TELEPHONE
STATE LICENSE NUMBER
ii�l(t7yAl 12�E kw
PROPERTY TAX ACCOUNT PARCEL NO,
NEW
RESIDENTIAL
ADDITION
COMMERCIAL
REMODEL
MULTIFAMILY
REPAIR
CYDS
DEMOLISH
TANK
GARAGE
RETAINING WALL
CARPORT
El
ROCKERY
(fYPE OF USE. BUSINESS.QB ACTIVITY) EXPLAIN:
NUMBER
NUMBER OF
OF
DWELLING
STORIES
UNITS
DESCRIBE WORK TO BE DONE
101
I "Prilp. AR wf� MIN
1MI
7,7 / K� -
VARIANCE OR CU SHORELINE AM INSPECTION BOND
1ION DATE CH CKED B RECXD POSTED
I — fir OYES _O(NO S
DATE VAR
I F SEPA REVIEW SIGN AREA HEIGHT
C OM D
OMPLETE EXEMPT ALLOWED PROPOSEI ALLOW5K PROPOSED,
of, 34_ n 0� -
EXP
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LOT COVERAGE -REQUIRED SETBA �IRROPOSED SETBACKS (4
B L3
'NG I MECH ALLPWED PROPOSZt FRONT,.-� SIDrKREA FRON
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COMPLIANCE OR
El CHANGE OF USE 3 Id /tO4'
PARKIN LOT AR INING RIEVIEVVD DATE
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SIGN fEQe I F VIDED
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FENCE 30 vq� 759z
El ( x F-0 REMARKS
OT—HER
EFIRE SPRINKLER
l FIRE ALARM
CRITIC
AREAS
NUMBE
LOT SLOPE %
VESTED DATE
BY ITYPE
SPECIAL
GROUIP' ��lq
OCCUPANT f
LOAD
[REMARKS 0
�OG
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REI 09
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Description
FEE
Description
FEE
P Ian Check
State Surcharge
Building Permit
City Surcharge
Plumbing
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.- THIS PERMIT COVERS WORK TO
I= 13E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
uj PERMIT APPLICATION: 180 DAYS
V. PERMIT LIMIT 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS 0 . R HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
M EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
W
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY On INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due AV2�
01 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.4
x Recording Fee =Receipt # 20
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLIC), I'ROVAI
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-. CALL This application Is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged in space provided.
WORKKN'S COMPEIATION INSURANCE AND RCW 18.27.
Cl L SIGNATIE
SIGNA U �141111-t,,yl R/IfFNT) DATE SIGNED (425)
771-0220 BE ASFD BY DATI�
A_r ri I=VT 1 010191
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IT IS U LAWFUL 0 USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - IN
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - AS!
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES. GREEN - ACCOUNTING
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429.0 427 .8 427.7
NOTE: THIS SITE
GAS P 428.2
--PWR PLAN DRAWING
..-: ... GAS PLANTIN SHOWS THE
G PROP L P. LIN PLANT11
AREA —=EA
36" H AN61RA*�ES GAS SCHEMATIC
LOCATION OF
P
427.8
428.2 427.8 POWER, WATER,
429.1
GAS, AN D SEWER
UNIT #9
SWR
LINES AND THEIR.
EL
UNIT PaN TYPE B EVER
t PLAN TYPE B1 7539 21 Oth SW CONNECTIONS TO
JL T.
7549 21 Oth ST. SW ENTRY FLOOR ETEV: EACH RESIDENTIAL
cn
N ENTRY FLOORI ELEV' 4,32.25 GARAGE SLAB EII,EV:.
;E.
21 -ONC UNIT. REFER TO
LOWEST FOOTING ELE
GARAGE SLAB" ELEV: 423.40
-DRIVE- - TH E UTI LITY
LOWEST FOOTNG ELEV: 421.9
�32.25
TRENCH DETAIL ON
�23.40 5' 31 SHEET A-1.2 AND
421.90 ol
I)AISLE
CIVIL DRAWINGS
-4
FOR LOCATIONS
427.3 427.2 AND INSTALLATION
__L27.9j 427.2
51 L-IN0TAI.:
:77 - -7 INFO ON ALL
PATIO
UTI LITI ES.
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REFER TO CIVIL
6
DRAWINGS FOR.
LOCATI
ON & INFO
PLANTING 36" H
ON STORMWATER
AREA HANDRAILS
A[
VAULT
PROP. LINE
rr A. PROP LINE ail Ew RECEIVED
On
MTRt OCT 2 1 2004
U.ir d-- MTR..
TER
PERMO
Rem
other NORTH
C* Ta Q'i e:
ei--ht
0 Site Plan
asca taaes L
E BYx PL
L4T_tli� �v ANNING
1 10 —0., bv-,tjN 5j
%-.,71TY C"PY
AS
p�ER LEVIL
LOCATION,
LINE
OF E14IR OF, FLOOR AT
MAIN LE14EL
DOOR WILL '4ARY AYT
15'
EACH UNIT TYPE
ING �i 1,3
LINE OF BUILD
FOOTPRINT AT GRADE i7
E%STINr, rRADE
CORNER.
o SOUTHEAST
EXISTING GRADEC 'R
0 SOuTHWES
lectanule
L ��(culatioia
'I ht C 6R96
lor Heior
Build'n.
ottn�_e
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Tv ELEVATION OF
ELEVATION AT PROpOSED
AVERAGE MAX. t HEIGHT (�V.E�AGE
RIDG RIDGE HEIGHT
VATIONS @ EACH TOTAL OF GRADE cl
E pLUS 30 -0')
GRADE DIVIDED GRAD
EXIST. GRADE ELE
LOT CO . RECTANGLE ELEVATIONS (TOTA'L led
RNER OF BLDG By 4) 455.91 t
NORTHEAST.
459.0
(NORTHWEST,
SOUTHEAST. SOUTHWEST) 16.0 429.0 456.16
1 045
42 1.9 +,429.0 . 0.45 46
43 456.41
43 o + 429.1 + 1721 .8 461.72
1 4 + 431.5 + 429.0 + 429.9 431.72 456.66
2 43 J726.9 460.9
+ 431.9 Z'
2 + 430.7 + 4331 430.9 456.66
3 43 7 + 431.2 1723.6 _458.6_ 456.41
428.6 ucl �i P
43 .2 + 430.- + M4.4 a i:.,.
4 459.02 6RE6
3 + 428.2 456. 16
429-02
429.1 + 428.8 4 1716.1 458.2
5 zt I.'.
429.0 + 429.8 428.2 455.91
4.28-7 + 428.6 + 17 12.7 457.6
6 718 + 428.2 6 454-91
7
7 42 .4 + 428.3 + 1710.5 42 - -
4278,+ 427.3 + 427.2 457.55 455.16
.428.2 + M0.2 427.55
8 .2 458-22 Lot
.4 426.8 + 42 428.22 455.41
9 427.8 + 428 . 1 129
+ 4213-5 + 427.7 428.72 458.72 455.66
2 + 428.5 .9
10 4 .. 1714 458-82
290 + 428.2 + 429.0 428.82 455.66
428.7 + 4' - 17 15.3
Il 428.7 + 428.3 459,07 455.41
425-B + 429.5 + 16.3 429.07
12 4 0.1 460.95 455-16 S SIT
4 9.0 + 428.3 + 428.9 430.05 PERMIT REV- LINE
13 0.0 1720.2 .459.92 454.911 10 SHOW pROPERTY ING
.7 429.92. DI5rANCE FROM BUILD
430.6 + 171 IONS HAVE NOT.8
14 456�90 DIMEHS
170 - DRAWING CLARITY
5 1.5 426.90 t
2c 7 6 Lot
428.8 + 428. Ls for _E�ch LO
430.9 + 430.2 + 429.5 + 4
8 + 424.5 + 4
16
a' ti o r,,..
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Buildinlu Hei,uht C
N 89015148po E (P.) N
N 8918'01" E 179.91
at at 61 S I at at
PIT qI w
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3 2 Q* 12.10 100'
UNIT 4 UNIT 5 UNIT 12 UNIT 13
SCALE V,
AS-aVLT Moor PEU AS-GOLT ROOF PCO' A"WLT Poor PEAK 20'
CUNATIGN a 455 fis EUVATION w453 at ELEVATION w454 711 AS�RLKLT Ow PEAK
ELEVATION .&SA.93
r4AX 45 miqx 67
�3.3 7593 0 10 20' 40
F 1 2.04 5 54 Ito% IQX
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UNIT 5 UNIT 11 UNIT 0
14 0 -
UNIT 3 ct Lit
AS.BVLT Poor PEAK AS-TTALT ROOF PEAK
AS-WLT STOCK PEW (71
AS-9WLT Rotor PEAK ELrVAD04 "455602 ELEVATION w45461 ELLYATICN =6546i . & a
ELEVATION m453 60 MAX 0 2.,
4&ls 7%.
WEI
1104 111
12.00
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to
tot Lot "I
owl
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2.V 2.04 ILI. 100'
UNIT 2
UNIT 7 UNIT 10 UNIT 15
AS.MPLT floor PEAK
ELEVATION w45atj AS-WLT Poor PEAx AS -BOLT ROOT PEAK AS -BOLT ROOF PEAK ED
ma x to 4o, 4 5w CLEVATIM w45530 ELEVATION w45463 CLEVAlION - 434 62
cl
—75 c� 7
IF .4
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00 --ul 0 it
Uk
12 0' TF
S; Ito' 20, IQ (y
VAaa.
UNIT I UNIT 0 UNIT 0 UNIT 16
AS -MALT RW PEW AS -BOLT R" PEAK AS�IHALT R=r PEAR AS -BOLT ROOF PEAK
ELEVATIC10 0435 32 ELEVA110K "453,"
ELEVATICN w454 M ELEVAIIE)FI ft454 39
MAXA jq 5q. 0
MAAW 457, Itmo MAXP oo`457- MAX �#tzo. C7
AS-BLILT T`OQOAtticot�
tOCATI(At rM
�7 —75 A:
-31 075 22969
I"., � . . lmm
1 2 04
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ct I CXPIRES 10-15-05
180,00'(p)
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UNIT�4
ELENA
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A SOL? ROW PT"
AD04; a 2
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sent By: Blueprint management inc.; 4,d:) I I a ID I tlj AUY- I I UO 4. DZ)rM raye 414
Sent r-.,: HP,Leiseriet 3100; 4256721998.' Aug-11-05 .2:33PM; pAgp. 212
Lovell-Sauerland and Associates, Inc
Z 19400 33rd Avenue Wast, Suite 200 Phonc: 425-775-1591
Lynnwood, Washington 99036 Fax: 425-672-7998
LSAEsCLneering.com
)Builldin -�Hei b�tCer�fiffea�tion e 471�O
Project: Edmonds Cascade Cottages
Locabon: 210" Street SVV 76th Ave W., Edmonds, WA.
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Date surveyed: AuguSt8,2005
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Benchmark City of Edmonds No.76 -4 I (PK nail,. ruWi ;`60 mon-ument case.
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Int6raection of 76"' Ave VV and 212th St. SW
C M
Maximum elevation at ridge height
�Mo
As -built
t
Allowed
459.0
A55.3
2
460.45
3
481.72
455.6
.4
460.9
455.9
5
458.6
455.9
6
459.02
456.6
7
458.2
455.3
8
457.6
455.5
Sister City - Hekinan, Japan
LIU ASSOCIATES, 4862746
Dov") �(__IYVYU31
OAIL%� FIELD REPORT.
LIU & ASSOCIATES, INC.
Job No. ep.
-leld K 7-- 13'a —ge lic-port No.
4AO42 J. Liu 1 of 1 3
deulc'chnical Engineering, Engineering OculuL�y & Earth Scienec
mires
Tirne7i5n Si a
Date
Day of Week
32
1:35P
4/5/2005
Tues.
19213 Ken lake P lace N E
Travel TWRe (Hrs)
Time 6WITle
Weather
Kenniore, Wa.ihington 98028
2:05P
Partly Cloudy
Plione: (425) 483-9134 Fm (425) 486-2746
Vehicle Hrs on Slid-
_H r—s ZIT5 r —ge d ----
Visitors
1.75
Project
Job Location
Client
Cascade Cottages
212 Street SW & 76th Ave SK Lynnwood
Blueprint Management
General Contractor
General Contractor Superintendent
Received unchecked By
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T. E. Briggs Construction
Ron Smith
0
Foundation Contractor
Foundation Coritractor Supt.
eck ed By
-4
feceived
0.
At the request by Doug Herman with Blueprint Management, I come on site today to verify footing bearing soils
for BUildings 7, 8 and 9, The footing trenches for these units have already been excavated down about 20 to 24
n
inches to their footing levels prior to my site visit. The footing bearing soils are cut into a light -brown to light -gray
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deposit of silty fine to medium sand with a trace to some gravel. Groundwater or standing surface water is not
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encountered by the footing trenches. Some loose disturbed soils are pushed into the footing trenches by
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c onstruction traffic.
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A steel T-bar manually pushed into undisturbed'footing bearing. soils can penetrate no more than 2 Ao�-31nches
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indicating the soils are�dense.to very dense. It is my opinion that the undisturbed footing bearing soils will be able
to render an allowable bearing capacity of at lea�t-2,500 p6f. The loose disturbed soils inthe footing trenches
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should be thoroughly removed down to firm undisturbed native soils prior to pouring concrete for the footings.
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RECEIVE.1
APR 2005
PERMIT COUNTER
CbL)v to:
Continued
1) Doug Herman/Blueprint Management 2)
on Next
.4) Page
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