20050209.pdfDATE RECEIVED
PERMIT
CITY OF EDMONDS [NUMBER
JOB
CONSTRUCTION PERMIT APPLICATION ADDRESS
OWNER NAMEINAME OF BUSINESS
Project 210th
L]_'iC
MAILING ADDRESS
405 - 3rd
Avenue N
CITY
ZIP
TELEPHONE
Edfitonds
98020
425-776-1245
NAME
Carl J. Colson
ADDRESS
23623 20th Avenue
W,
CITY
ZIP
Bothell
98021
ITELEPHONE
425-806-3703
NAME
CBL
Blueprint
Management,
Inc.
ADDRESS
405.- 3rd
Avenue N.
CITY
ZIP
Edmonds
98020
ITELEPHONE
425-776-1245
STATE LICENSE NUMBER
EXPIRATION DATE
I 5?qE
BLUEPM1982KW 5/16/0
PROPERTY TAX ACCOUNT PARCEL NO.
_j See attached.,
BY
PLAT NAMEiSUB DIVISION NO
PUBLIC RIGHT OF WAY PER Off ICIAl
EXISTING —PROPOSED
REQUIRED DEDICATION
METER SIgE LINE SIZE
wr ( I 1 11
NEW
r
RESIDENTIAL
PLUMBING / MECH
ADDITION
COMMERCIAL
COMPLIANCE OR
CHANGE OF USE
MIXED USE
REMODEL
MULTIFAMILY
SIGN
REPAIR
CYDS
FENCE
X FT.)
DEMOLISH
1:1
TANK
El
T7
0 HER
GARAGE
CARPORT
RETAINING WALL
ROCKERY
1:1
FIRE SPRINKLER
FIREALARM
PERMIT EXPIRES
12 lv�2
SUITE/APT#
to+k .14 &A)
LOT NO, LID NO,
2�z LID FEE S
STREET MAP TESCP Approved
RW Permit Required
Street Use Permit Required
Inspection Required
Sidewalk Required
FT Underground
Wiring required
NO, OFFIXTURES tFJV,,REQUIRED
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
4GINEERING REVIEWED BY DATE
r-, tir 4 *-,, r -e � 7 --?/ /I
RE REVIEWED BY DATE
NOO
If
Cr
LU
all
z
W
W
0:
U.
SHORELINE ORADB# I INSPECTION SEPA
-2) REQ'O - COMPLETED I EXEMPT
ISIL _;-, - 1 (J7 IX.YES ONOI _L� -041
VARIANCE OR CU
CA
,�- ZONE SIGN AREA HEIGHT
WAIVERfiK ALLOWED PROPOSED ALLOWED , PROPOSED
STUDY E3 1 . S I . �-t— I ;�d -,- -50,
LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED I FR FRI Tj R
2�`r SIDE,�re
VU IATI z
40 ja 11 E
z
.13
PARKING LOTAREA PLANNING REVIEWED BY DA /Jill CL
REQ'D PROVIDED
c3c,
(FYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
Cl. TYPE OVNSTRUC
E Single Family Res
U,
w NUMBER NUMBER OF
C' OF DWELLING SPECIAL INSgPE TIOI
do UNITS
0 STORIES 3 REQUIRED YES
DESCRIBE WORK TO BE DONE
REMARKS
451 NUU5� TO, LV GEOT . ECH REPOV
BY:
TUN J"`4 W STRUCT
BY:
gnp VALUATION
too
L Lil_ UOM //IT
Description
:NMO -13-7_j�
Plan Check
HEATSOURCE LOTSLOPE%
G s
VESTED DATE
Building Permit
PLAN CHECK NO:
Plumbing
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO
Grading
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES. ETC.) WILL REQUIRE
Engr. Review
SEPARATE PERMISSION.
PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5)
PERMIT LIMIT: SEE ECDC 19.00.005(A)(6)
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
Engr. Inspection
'APPLICANT,.ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR 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
NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Fire Review
Fire Inspection
Landscape Insp.
Recording Fee
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
CODE I OCCUPANT
IGROUP
CONSULTANT OCCUPANT
I- LOAD
Y:, Ll bi P, 1,5: it rl 17 Ic 55'8'
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
'T'
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION
WORKMEN'SCOMPENSATI =URANCE AND RCW 18:27.
ik PG DATE SIGNED (42,15)
SIGN I OnNE :EN
5�;' 3 771-0220
FEE Description FEE
State Surcharge -19
9�� -ZI64--
2 1,67 � City Surcharge
)Ie9 I — - ,
Base Fee
r"
Plan Chk, Deposit
Receipt #
TotalAmt-Due C;k
—4
Receipt # 12�6
APPLICATION APPROVAI
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid. and
receipt is acknowledged in space provided
41ALS SIGNA L RE DATE
10.
PARF BY 11
A rTT tT E EXT. 1333
ION
I
IT IS UNL WFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI-
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 / IRC110.
10104 PRESS HARD - YOU ARE MAKING 4 COPIES
ORIGINAL - FILE YELLOW - INSPE�TC
. PINK -OWNER GOLD - ASSESSOR
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Nt---�!-PO'CISIBLE F071
--ION
f,,N'0 DRAIIMCA'
w
S z NOTE: THIS SITE
PLAN DRAWING
428.9
428.7 430.1
SHOWS THE
PWR
GAS PROP. LINE S HEMATIC
GAS Pw
P R
P WIN
CATION OF
ra G
qAS PWR POWER, WATER,
A
GAS, AND SEWER
42
0 430.6 Fz IT
429 J* & E
--.-�LINES AND THEIR
INSP qTIONS REQ'
CONNECTIONS TO
UNIT #14 EX f. IN
W EACH RESIDENTIAL
PLAN TYPE C REVERSE
7525 210t UNIT. REFER TO
ENTRY FLOOR ELEV- 431.75 io'—o
h S�. SW
j
THE UTILITY
GARAGE SLAB �LEV: 422.90. TRENCH DETAIL ON
DRIVE
SHEET A-1.2 AND
31.75 LOWEST FOOTING ELEV: 42
22.90 AlS5ff*: 'TlGifTW
ACCEPI
PLANTIN
421.40 : I.- -.- .
CIVIL DRAWINGS
AREA
35 FOR LOCATIONS
SCH 40 AND INSTALLATION
INFO ON ALL
05' IT!
30*. 0 F 4 0.6 IF3.
,-,2
4 UTILITIES.
jMFER TO CIVIL
WT
R
INGS FOR
LO' TION & INFO
ER
ON STORMWAT
8 sulii
S-TA R
:DET A4 4-2 PRO IN
VAULT
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>
24' P".
CN
LLI
CL
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oll
4j
V. �30. 9
428.5 NORTH
S
e
Cascad Cottaae, Lot- 4 Site -:,-Plan
1 10
CITY CUE R
It
L LOCkTION OF ENTRY
D DOOR WILL VARY AT LINE OF FLOOR AT
EACH UNIT TYPE MAIN LEVEL
El IV
LINE OF BUILDING
FOOTPRINT gT GRADE
4 15'
mlEXISTING GRADE
EXISTING GRADE a SOUTHEAST CORNER
0 SOUTHWEST CORNER
le
L Rectan
Hei�
Calculatior)
uht
uildin AREA
B
Typlcal, C6tta
vs I
ELEVATION OF
MAX. ELEVATION AT, PROPOSED to I
AVERAGE D RAGE ZZ
TOTAL OF. RIDGE- HEIGHT
IONS @ *EACH GRADE RI GE HEIGHT (AVE
=.. ;- .. - -.
LOT EXIST. GRADE ELEVAT CTANGLE GRADE PLUS 30'-0") ... ... ..
CORNER F BLDG. RE ELEVATIONS (TOTAL DIVIDED GRADE
ORTHWEST.. NORTHEAST, BY 4), 455-91
UTHWEST)
429.0 459.0
+ 427.9 + 429.0 1715.0 456-16
46045
1 430.0 + 429, 172 1 .8 430.45 456.41 its
.9 461.72
1.4 + 431.5 + 429.0 + 429
2 43 1726.9 431.72 456-56
433.1 + 431.9 450.9
3 431.2 + 430.7 430.9 56-66
.2 1723.6
430.7 + 431 458.6
.4 431.2 + 430.5 428.6
1714.4 459.02 456.41 c� 15'-
P
5 429.1 + 428.8 + 17115-1 429,02 - 456-16 6U.6
o + 429.8 458.2
6 428.7 + 428.6 1712.7 42a.2 455.91
425.2
428.4 + 428.3 +.427.81+ 457.6
427.6 454-91
.2 1710.5
428.2 + 427.8 + 427.3 + 427 55 457.55
10.2 427.
+ 428.4 + 426-5 + 427.2 17 458.22 455.16
9 427.8 428.22. 455.41
+ 428.5 + 427.7. 1712.9 458.72 Lo-t-
io 4.28.2 + 428.5 1714.9 428.72 455.66
458-82
11 428.7 429. + 428.2 + 429.0 1715.3 428.82 ------
455.66
428.8 + 429.5 + .428.7 + 428.3 42907 455.41
12 1716.3
+ 428.3 + 4289 + 4301 460.05
13 429.0 1720.2 430.05 455-16
0.6 + 430.0 459.92 PERMIT REV. I- THIS SIT
429 454.91 TO SHOW PROPERTY LINE
14 430.ro + 429.0 + 43 9.1 1719.7 9 456.90 DISTMICE FROM BUILDING
430.9 + 430-- + 429.5 + 42 426 1
1707.6 E4 TIYE NOT B
15 255 bN Wj SIT'S "A
428.8 + 428.8 + 424.b + N� OR NG . CLARI
16 �ns for Each Lot
t Calculatic
Hei
Buildia
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a �lc u�l a I �-,'
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N 89#15148'0 E
180.004(p.) N
N 89418'01" E
179.91'
at at .1 A
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at
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0 0%
UNIT 4 UNIT 5 UNIT 12 UNIT 13
&S-PLALT ROOr PEAK AS-BUILY ROOr PEW A"UOf RW PEAK
EUCYATION M EIUCVAr� 04s3ao ELEVATICh *454 7S SCALE 1 =20'
A%-BUOLT OOOF PEAK
MAX-v Lkoal mgx� 457 4- ELLVA ll� =454 93
MAX e LLgy 07
4%r)- F.�
1 101 101%
7523 0
ISO*
Izo Ear
Ilk
It
UNIT 3 UNIT 6 UNIT 11 UNIT 4 0
AS -DOLT QW OEM A LI;
AS -BUILT ROOF PEAK ELEVATION W45s,62 S-RIALT ROOF PEAK AS_vUJtT ROOF PEW
ELEVATION =45560 ELCVAPON MASI 61 UVATION o45464
Z:ZZOL
-7
7, ------ -- I...
1 5,0, 1 110 12.0' 1 13 Ivi 2 0' Lop
ISO
ki Oo
iA
co
son
.4'
2.1. 100'
Of
UNIT 2
-RURLT ROOF PEAK UNIT 7 UNIT 10
ELEVATION .455.23 AS-WLT NOOr PEW AS-OvILT Poor PC" CD
CUEVATIOIJ ,455.30 AS.SOLt AT
UNIT 15
mi9x L900, 45 CUEVATICW "454 65 . OOF PE W
CUEVAYICN 434,62 to jyj
rnAX�� #3V. Z III 5F$ zz �n
- q VICES
q
-7 Z7
12,cv,
106 TO
I
IS.Op . . . . . . . . . . . . .
.5 IZ.O' 10.06
T$'L
UNIT I UNIT 5 L L I
UNIT 9 UNIT 16 By IF
&S-BUILT ROOr PEW AS-BUILt ROOr PEAK
ELEVA71014 =455.32 AS -DOLT PDX PEW
ELEVATION w453.46 ELEVATION .454,3a AS-OUILT ROOF PEAK
MAYP q5q.0 ;we ELEVATION =AN 39
OAS.WLT rCU74ATIOW�o q57, �v
LOCATIC" (TM 1)70x�45*7o
_75-31
4
+ 11.�. . 22969
12 00
OIL LOM
I Ott
EXPIRES 10.15-05
.179.88 :ik
180.006(p)
. If
-4862746 P.91
LIU ASSOCIA.TES
DAILY FIELD REPORT
poll NO.
age
0.
I of 1 7
INC. 4AO42 I Liu ate ay 0 00
LIU & ASSOCIATF Time M Site 'rues.
()e.0lOSy& 7/6/2005
(jeoteclinic-al T*,nginccrins. EII 32 11.10A e9t er
rma ime
raVQIT`1m9 Surin
19213 Kenlake Place NE 1.25 1 1:25A isitors
rs charge
Kenmore, WWChington 9028 9 icie as on ItO
e: (425) 483-9134 Fax: (425) 486-2746 `1.5
Pholl ten
0 oca 1011 Biue rint MaP@g_emtn_t__
, L nnwood
212 street SVV & 76th Ave SW Received nch By Z
11���scade Cotta es General ontraeFor superintendent
131 0
eneral contractor Ron SMi h Received
1,11'' 1 s Constructio 11 o tractor SuPt.
T. E. B Foundati C
Lj'�n
Ontracior
an with Blueprint Management, I come on site today to verify footing bearing polls
x avated dowin about 2 to 35feet
At tile request by Doug Herm renches for these units have already been e c f sh fill deposit of Cl) X
for Building 14. The footing t re cut into a light-gr y re
r to my site visit. Footing bearing Solis 8 tanding surface C
oUng levels PriO ndwater or s M
deep to their fo medium sand with occasional cobble. Grou 0
silty, fine to Ong -4
0
dense to very -dense, gravelly. tion. occasional loose Soils pushed into the fo 0 C
water is not encountered by the building footprint excava
d.
M Z
ruction traffic are observe
trenches by const
can penetrate no more than I to 2 inches, C
earing soils Z
r ed footing b ils will be able a >
A steel T-bar manually pushed into undistu b nion that the undisturbed footing bearing so r
g trenches
soils are dense to very dense. It is MY OPI se disturbed soils in the foOtill C0
indicating the ing capacity Of at least 2,500 psf. The loo -n
llowable bear I hly compacted to a non -yielding.
to render an a native soils or to be thoroug 0
n.
undisturbed
ed down to firm
should be thoroughly remOv
Etale prior to pouring concrete for the footings, M M
14 thru 16 is a co
h of Lots 0
allation in the west footing trenc o a non -yielding r-
on for underground utility (sewer line?) inst d with a concrete vibrator t 0 M
'rhe excavati ould be densifie C co
In loose pea gravel. This pea gravel fill sh gm-
backfilled wit Q 0
foundation settlement., Z
state to minimize localized G SO
C
WAS
>
Z
Z
0
0
M
0 Continued
OOV 0: on Next
pa e
1) Doug Herman/Blueprint Management
411
3)
RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
SETBACKS ......................
FOUNDATION:
Footing......................
Wall ...... ....................
Pier/Porch .................
z
Retaining Wall ...........
Slab Insulation .......... 0
M
PLUMBING:
k7-o, D
Underground .............
0 M
zi
Rough -In ................... C
M 0
0*
Commercial Final ...... 0
0 C
HEATING:
:E M
M Z
Gas Test ....................
Gas Piping .................
3:,
Equipment .................
0 -n
Commercial Final .......
EXTERIOR SHEATHING M M
NAILING .......................... vi
0
0 M
FRAMING ..., ....... ...... C 0)
FIRST FLOOR FRAMING...
Q 0
Z r
_C�
INSULATION ...................
Floor Insulation
>
W611 Insulation ........... z
Ceiling Insulation ..... x
SHEETROCK NAILING ...
z
SPECIAL INSPECTION
C) M
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ........
SideSewerk
Amout Paid $ ?�Y&
L
Date.Wued
WattrMeter.&z.-
Atnoubt Paid Re=171. ,.-A ��l
Dateftrallbs4d
rZow #
A iount Paid $-Rece!pt
L
D ^4
ate
oe*4000"00,