23511 99TH PL W.PDFiiiiiiii iiiiii
15570
23511 99TH PL W
01* 0
ADDRESS:
TAX ACCOUNT/PARCEL NUM13ER:
BUILDING PERMIT (NEW ST`RUCTURE):c06�-z2/,,9;5 5-1��
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: [] Conditional Waiver E] Study Required E] Waiver
DISCRETIONARY PERMIT #'
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
FOR:
WATER METER TAP CARD DATED:
OTHER:
LA7EMP\DSrs\Fonns\Street File Checklist.doc
DATE RECEIVEP
)1
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
ER NAMEftkME OF BUSINESS
1-no !D-0 t-'� P/- S'F_
CITY ZIP TELEPHONE
� -44 '4- ctjLo, -
:y-Ve , � 48,
NAME — —
CITY
6J
PERMIJKIRES
USW PERMIT W.
zo ,
NUIMEIEq�:�
JOB a '47
ADDRESS
PLAT NAME/SUBDMSION NO.
I- NO.
)4�
U. .0
LID FEE
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
%
EXISTING PROPOSED &.
T AP
R. � R�'- 41
a— Use P.- Reni
REQUIRED DEDICATION D�Q FT
METER SIZE I LINE SIZE NO. OF F—RES
PRV REQUIRED
(OV
I
YE NO
A
z
RE-... 9
OWNEWCONTRACTOR RESPONSIBLE FOR EROSION CLNItIOLIDRANAGE
CITY ZIP TELEP40NE
STATE LICENSE NUMBER EXPIRATION DATE I �Pmpn i_
;j(NEW
I hg�-RESIDE.T.L
I MECH
AD.m.N
COMMERCIAL
'KPLUMBI.G
COMPLIANCE
CHANGE OF USE
REMODEL
MULTIFAMILY
E] SIGN
REPAIR
GRADING
'ZOO CyDs
FENCE
X FT)
DEMOLISH
TANK
OTHER
E
RT
RErA,1NRY
ROCKEING WALL
o F1 E SPRINKLER
FIRE ALARM
ITYPE OF USE. BUSIN�� EXPLAIN:
NUMBER
OF
CRITICAL
OF
=UM
DWELLING
AREAS
STORIES
UNITS
NUMBER
DESCRIBE WORK TO BE DONE /I
tj
CIL-1 * L1;f I L-ry--r"
cz)&` I I d i U 7) 1 i�u
FIRE REVIEWED BY
VARIANCE OR CU
SHORELINE OR ADBI
INSPECTION
BOND
POSTED
S
[3YERE5ko
.
SEPA REVIEW
SIGN AREA
HEIGHT
OMPLETE EXEM
�P
��ED
ALLOWED PROPOSED
�M
I
:XP
LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (Fr.)
ALLOWED PROPOSED
FRONT SIDE REAR
FRONT LI/R. DIE
PARKING
LOT AREA
PLANNING REVIEWED DATE
PROVIDE
5
'2j15;jj
CHECKED BY -ITYPE :MRUCTION CODE OCCUPANT / �
,1-7 GROUP)n/L//
INSjrlGN OCCUPANT
SPECIAL '172— LOAD
REOUISED YE .5 1�
FIEMARKS I - 3
PROGRESS INSPECTIONS PER USCj08/FI2AL INSPECTION REO'D
Te/
VALUA
VALUATION
$
fhf*ZIVI+1 AkI I Akl-t—
Cgxj, Ahziw
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Description
FEE
Description
FEE
Plan Check
State Surcharge
ou LOT SLOPE
Building Permit
Bull
City Surcharge
PLAN CHECK NO: VESTED DATE
Plumbing
P'u.
Mechanical
THIS PERIdrF AUTHOROES ONLY THE WO K NOTED. THIS PERMrf COVERS WORK TO
0 To
t BE DOME ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
U C
Grading
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS MAR UEES. ETC.) WILL REQUIRE
U E
t SEPARATE PERM;SSIONO.
Engr. Review
PERMITAPPLICATION: 180 DAYS
PERMIT LIMIT I YEAR - PROVIDED WORK 15 STA D WITHIN 180 DAYS
Engr. Inspection
2,(M
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE. HEIRS. ASSIGNS AND SUTSORS
Fire Review
Plan Chk. Deposit
IN INTEREST. AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF
a EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGE M ANY AND
NTS' FRO ' D
Fire Inspection
Receipt III
C rLy
'�j ALL CLAIMS FO DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRE� T"
FR M THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT $HALL NOT BE
0
DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
HAN
Landscapelnsp.
Total Amt. Due
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Recording Fee
Receipt # K
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INIdRM.ATION
MA
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC�
&
CALL
This pPsca"n is no a, permt unta wgned by Me
TION; AND DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIOLAT ON OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
Bul, ding Official 0, hial", ePWy:andF.....Paid,.nd
receipt is acknowledged In space proided
WORKMLEN�S COMPENSATION INSURANCE AND RCVY 18.27.
OFF<�y VAT
SIGNATURE Z(OWNZ A
zi=
(425)
'Wa
771-0220
- DATE
ATTENI(Ottfo'_
EXT 1333
IT IS UNLAWFUL To USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
I
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI.
ORIGINAL - FILE YELLOW - INSPECT&
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
PiNK-OWNER GOLD -ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
V
Cor, nerstone
Geotec'hinica'], Inc.
June 9, 2003
17625-130tl Ave. NE, C102 Woodinville, WA 98072
Phone: 425-844-1977
Fax: 425-844-1987
www.comerstonegeotechnical.com
RECEIVIED
y: - �
Mr. Jeff Dye 0 2. 3
Metco Homes
1910 - 1206 Place SE BUILDING DEPT
Everett, WA 99208
Soil Bearing Evaluation Letter
1000'Avenue West Site (Woodbury at Edmonds, a.k.a. Lincoln Estates)
Edmonds, Washington
CG File No. 1071
Dear Mr. Dye: I
We have prepared this letter in response to a request by Mike Snook, Bui )r for the
City of Edmonds. He requested that we prepare this letter as a summary of our foundation
evaluations for building lots at the Lincoln Estates project. We, as Nelson-Couvrette and
Associates, have previously prepared a geotechnical report for the site dated December 20, 1999.
Foundation subgrade evaluations for individual lots began on March 14, 2002 (Field Report #19)
and ended on May 30, 2003 (Field Report #37). During the project, we visited the site and
evaluated the foundation subgrades for Lots I through 12, 14, 15, 17 through 20, and 24 through
27. These site visits, along with our foundation evaluations and, where necessary, our
recommendations for foundation subgrade improvement, are documented in Field Reports 19, 20,
22 through 3 1, and 3 3 through 3 7.
Provided that our recommendations were followed, it is our opinion that the foundation subgrade
soils for the evaluated lots should provide a bearing capacity of 2,500 pounds per square foot for
the planned single-family residences.
STREET FILE
I I -
Soil Bearing Evaluation Letter
100'h Avenue West Site (Woodbury at Edmonds, a.k.a. Lincoln Estates)
June 9, 2003
CG File No. 1071
Page 2
We appreciate the opportunity to be of service to you. If there are any questions concerning this
report or if we can provide additional services, please call.
Sincerely,
Cornerstone Geotechnical, Inc.
ia
1EXPIRES 08/16/�Z I
I
Rick B. Powell, PE
Principal
JPL:RBP:nt
Two Copies Submitted
. ..cc: Mr. Mike Snook
Cornerstone Geotechnical, Inc.
PLANNING DATA
NAME: t-1PIC01pq DATE:
SITEADDRESS:- 7-35-11 -- E( W f I PLAN CHK#: OZ-55-3
PROJECT DESCRIPTION: 11K-F-Im-
REDUCED SITE PLAN PROVIDED?: (Yes / No)
MAP PAGE�0 CORNER LOT: FLAG LOT: (Yes /0
Col a2L0=0
e _4 'F;2
_� 3 C7
ZONING:- ITICAL AREAS DETERMINATION #:
LJ SIWY Required:
I' LJ Waiver
El Conditional Waiver
SEPA DETERMINATION:
Ll Fee
Ll Checklist
Ll APO list w/ notarized form
LJ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
1�u4xempt '� 0), 1 (� 100 cyds
SETBACKS:
Required Setbacks: i f
Street: f7,,(Z Left Side: Right Side: Rear:
Actual Setbacks:
Street: Y-1 Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes No I DNA)
13 DETACHED STRUCTURES:
-�2<OCKERIES: SA,�� 4�� ek-/S-�7
LJ FENCEsrrRELLISES:
J BAY WINDOWS / PROJECTING MODULATION:
LJ STAIRS/ DECKS:
I ov. PARKING: Required: Actuak-2— �N I
'I,, — 0
L KAUt--*
10
fOT AREA:5ao 41 L4 -511 1(P'4n--'j7
OT COVE
;2t;V/* = -j Ito-,
BUILDING HEIGHT:
Datum Point:- F Datum Elevation:
Maximum Allowed: Actual Height: 01
A.D.U. CREATED?11(fN& Yes) ql;7�'7.047 ' 2-i�2, I
SUBDIVISION: 1,01col?i 1��5in-feS TP-b-00-2-11V-00-10-5-
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED:
4F
OTHER:
NewBPPlanningDataForm.DOC
EXISTING CUT ROCKERY BUILT
DURING PLAT CONSTRUCT11ON
n ----M
N 00*32'57- W-65.02' z
X IX 117 17 1� -
BUILDING t
__CSIPBACK
C4 L NE( TYP.)
SCALE 1"=20'
LL. Z
cf) 0 0 — — — — ......
A
uj B LOT COVERAGE
2 0 11 340.78 339,58/ S. F. (S5 %)
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Lu cl) LOT AREA
�e z 15
< — r"- -t' ;� 5,248 S.F.
'n t"� 5,248 LOT S.F. 'rn -:
Lu z ED r- 00
(.5 0 00 F.F. 333.17 0) 00
00 00 TAX ACCT. PARCEL #:
ui z Z. NEW PLAT(NOT ASSIGNED)
Z 5 5'
334.08 333.51
z z LOT SLOPE
M UNDER 10%
0 Lu 0
-i M U. APPROVED AS NOTED
CONC. DRIVE BY ENGINEERING
-------------- ------------
EASEMENT N 0'46'29" E
10' UTILITY 60.00'
-----m jlldA-r ......
99TH PLACE W.
EX. SIDEWALK
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PK NAIL 331.54
( A
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SURVEY
ir
NAIL ON NORTH
SIDE
OF MON. CASE)
PLOT PLAN
FOR
HEIGHT CALCS.
A = 340.78 LINCOLN ESTATES - LOT15
8 = 339.58
C = 334.08 IN NE1/4 OF SECTION 36,T.27 N.,R.3 E.,W.M.
D = 333.51 CITY OF EDMONDS
AVG. GRADE = 336.98
ACTUAL = 357.09 SNOHOMISH COUNTY, WASHINGTON
MAXIMUM HEIGHT = 361.98 (336.98 +25')
ALLOWED SHEET 1 OF 3
0
NOTE: EXACT LOCATIONS OF UTILITY
CONNECTIONS TO HOUSE TO BE A:,','4"w'L'F_fA'BLE
DETERMINED BY CONTRACTOR IN FIELD. MATE
(CONTRACTOR TO VERIFY UTILITY STUB
LOCATIONS PRIOR TO CONSTRUCTION.) SDR 35
SCH 40
E
F_7777-
BUILDING
_C �,��BACK
L NC( TYP.)
_ _ -1 - w
335 --------- --- F -------------------------
z
CONTRACT OLYMPIC WEWI 15, SCALE 1"=20'
WATER/SEWER -p
)STRICT
F%K sewelp, 5,248 LOT S.F.
F.F. = 333.17 F DOTING DRAINS 146y
TO BE TIED INTO
DETENTION SYSTEM
1"WATER SERVICE FROM
EX. WATER METER
0 0— a 6"PVC @ 1.0% MIN.
EX. 1 " WATER CONNECT HOUSE ROOF
METER 6"PVC SIDE SEWER AND FOOTING DRAINS TO
@ 2.0% MIN. f EX. 6"PVC STUB.
------------------ --- r --- --------------------------- -------------------
-CONNECT TO
EX. CO EX. 6"SS STUB ,,I,EX. SDCO
') INV. 328.8±
EX. CO (±6' DEEP)
EX. 8 "
APPRCN6VH\Sp&_F(�P W.
BY ENGINEERING
�D_ at LLal
Date:
EX. 8" SAN -SEWER
ss
-Z
DRAINAGE & UTILITY PLAN
FOR
0
LINCOLN ESTA 7ES - LOT 15
WATEF IN NEII/4 OF SECTION 36,T.27 N.,R.3 E.,W.M.
INSPECTIONS REQ'D CITY OF EDMONDS
CALL 425-771-0220 EXT. 1326 SNOHOMISH COUNTY, WASHINGTON
SHEET 2 OF 3
— — — — — — — — — — — — — — — — — — — — — — — — -
EXISTING CUT ROCKERY BUILT
DURING PLATrICONSTRUCTION-
335 ---------
ALL EXPOSED SUR�)
BE COVERED WITHIN
332.8±
----------
X:
336.0±
EX. GRADE 335 EX. GRADE
Ld
z V)
SCALE 1"=20'
EX. GRADE
EX. GRADE 15
5,248 LOT S.F.
F.F. = 333.17
NOTE:
SET FINISHED GRADE AROUND
BLDG. @ 14" MIN. BELOW
FINISHED FLOOR ELEVATION
33LEmPoi:MRy COIVS7'RUCTION
EX. GRAQE
M-U—M D F h" ENTROCLc REQUI66
LOPL—
ui OV IED 140%1
n- C3,
o WUJ
U) - - - - - - - - - - - - - - - - T--4--+ - - - - - - - -
< 332.2± 1
ss ----/-,z-4PPIIOVED' AS NOTED
By ENGINEERING
99TH PLA�& W Date:
.AND INSPECTION REQUIRED �w
IT -OF -WAY CONSTR CTION PERMIT
APPROXIMATE EARTHWORK QUANTITIES
EXCAVATION: 400± CUBIC YARDS
GRADING AND T.E.S.C. PLAN
12190
FILL : . . 20± CUBIC YARDS
LINCOLN ESTA 7ES -
LOT
15
AVG. GRADE = 333.58± (EXISTING) IN
NE1/4 OF SECTION 36,T.27
N.,R.3
E.,W.M.
80170M OF FOOTING = 328.00
(48" BELOW TOP OF WALL) CITY OF EDMONDS
AREA OF FOUNDATION 1835 S.F. SNOHOMISH COUNTY, WASHINGTON
(5.58 V.F. X 1835 S.F. 10.239 C.F. OR 379 C.Y.)
(379 C.Y. + 21 C.Y. YARD AREA = 400 C.Y.) SHEET 3 OF 3
14�
Permit No:
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT issue Date:-2—
A. Address or Vicinity of Construction:
EMIA&SL
B. Type of Work (be specific):-
C. Contractor:
MailingAddress: I!qlb QLO,+-h Phone.- 214r- 0:24 1
'4�
State License Ns-t (.0-6, a Y-3 k Liability Insurance: Bond:$
V, . E6tf) 640p)
D. Building Permit #;.(if, applicable): Side Sewer Permit # (if applicable):
E. Commercial Subdivision
Multi -Family Single Family
il�SPECTOR:
F. PAVEMENT CUT: [I YES El NO
CONCRETE CUT: [I YES F-1 NO
F] City Project F] EUC (PUD, VERIZON, PSE, AT& T, OVWD)
Other
G. SIZEOF CUT x
I AN'LICANT TO IZEAI) ANI) SICN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments *or employees, including but not limited to the defense of any iegal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK ESTIMA TED RESTORA TION FEES 97LL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT W1LL BE PROCESSED FOR ISSUANCE TO THE APPLICANT
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
+ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS.
+ Three sets of construction drawings of proposed work are required with thepermit application.
CALL DIAL -A -DIG (1-800-424-5555)'PRIOR-TO BEGINNING WORK
I HA VE READ THE ABOVE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA TI MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature: Date:
P,
_,.!��ntractorfot Agen
FOR CITY USEONLY
Approved by: 1) - A ( c169=1 Right7of-way Fee:. 11-
Time Authorized: Void After 1277 Disruption Fee/Fund'111:
Special Conditions: V-4EV SIXE67_ UF_�AO AA0 Restoration Fee:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER ' 18.00 OF THE EDMONDS
,COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
F1N4L APPROVAL OF PERMITTED WORK. DATE:
Inspector's Stghature
For inspection requirements see Engineering Inspection Information handout.!
I NO W011K SUIALL IIE(;IN NZ101Z TO IElIMF ISSUANCE
DAMy Documents\Forms\Engnmg\ROWpermit_.doc