23507 99TH PL W.PDFiiiiiiiiiiiiii
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23507 99TH PL W
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ADDRESS: Z�CL 7 - ':�IqTw PL (AJ
TAX ACCO�NT/PARCEL NUMBER: OQ 66—q,� m/
BUILDING PERMIT (NEW STRUCTURE): Z,003 -r)1,3 I
COVENANTS (RECORDED)
CRITICAL AREAS:
DISCRETIONARY PERMIT
DRAINAGE PLAN DATED: 2j
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: / / 9,
SCALED PLOT PLAN DATED:
DETERMINATION: F] Conditional Waiver [] Study Required �rwaiver
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 #:
WATER METER TAP CARD DA'
OTHER:
DATE RECEIVED
CITY OF EDIMNDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMER"E OF BUSINESS
MALING ADDRESS
I
CITY Z' �,�TELEPHONE
Ella'-44- LA)A 4 S'e 1 6 r
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TELEPHON
PERMIT WIRES
USE PERMIT
ZONE NUMBER
JOB
ADDRES
PLAT NAME/SUBDIVISION NO.
LOT NO.
Up NO.
I
Up FEE
PUBLIC RI= PER OF
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NO. 0 RES
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YES No 13 3
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—
REMARKS
OWNEWCONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
21 C'ewffr_
NAME
M-c4c, C 0 A).S4,
JCBL�/l 711�
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ENGINEERING REVIEWED BY
, -A(L'RMr
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DATE
ADDRESS
As 14 i6cy,
FIRE REVIEWED BY DATE
CITY ZIP
TELEPHONE
STATE LICENSE NUMBER EXPIRATION DATE HE BY
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VARIANCE OR CU
SHORELINE Oil ADBM
INSPECTION
RE
BOND
POSTED
8EPA REVIEW
COMPLETE
EXP
SIGN AREA
AI.L
EIGHT
ALLOWED PROP SED
2::5 1 ;7,0. 5
PROPr)TO ()CZ'_�
jg_NEW RESIDENTIAL .1 MBING I MECH
COMPLIANCE OR
ADDITION COMMERCIAL El CHANGE OF USE
REMODEL MULTIFAMILY SIGN
FENC
REPAIR GINNIG;- CYDS ( _ X_ FT)
TANK OTH R
DEMOLISH [3 E
ta =E c3 RETAINING WALL [3 FIRE SPRINKI. :R
RT ROCKERY RREALARM
LOT COVERAGE
ALLOWED PROPOSED
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REQUIRED SETBACKS (Fr.)
FRONT,, SIDE REAR
1
PROPOSED SETBACKS (Fr.)
DE REAR
_5j
10, z
. ARKING
REDID I PROVIDED
LOT
L-AiNG R ED BY E
REMARKS
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(TYPE OF USE. BUSINESS OR ACTIVITY) LAW:
CHECKED BY
JTYPE_�F �GN UCTION
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NUMBER
OF
STORIES
NUMBER OF
WELLING
UNITS
I CRITICAL
E
AR AS
NU MBER
- - A LOAD PANT
ON'JARE occu
RPECICIMED S 7&Aftx'L-',,F=
REMARKS Is
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
DESCRIBE WORK TO BE DONE
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1-y- jEjnu2_ -Z ff-32-0 sarr-
VALUATION
$
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Description
De pt
FEE
Description
FEE
k
Plan Check
P 'an Ch
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StaleSurcharge
(PL/
GLAZING % LOT SLOPE %
1_5e_CtkF14--1-
Permit
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City Surcharge
PLAN CHECK NO: VESTED DATE
Plumbing
Plumbing V40
Q 21 !Cj:4
Mechanical
Mechanical
7n
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t: 11 DONE I" PRIVATE PROP11 1"I ANY C0"1UCT1O" ON THE PUBLIC
Grading
Grading
DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE
t: SEPARATE PERMISSION.
VBuilding
r. Rev
Engr. Review
E.
PERMITAPPLICATIOW. 180 DAYS
PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
Ins
Engr. Inspection
E g
- 0
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
n r.
: on
-APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
ev
Rre Review
7.ChIt .posd
IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Fire Inspection
Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANC OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, 'WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Le S IF Sp.
Landscapeinsp.
Tot a] Amt. Due
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
Scor . g Be
Recording Fee
Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMAT ON
APPLICATION APPROVAL
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 application is no a permit until signed by the
TION: AND IN DING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
D
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
B ding Otrxml or Itts/her Depty: end Fees We Paid,
Uil
receipt is acknowiedged in spacq provided.
WORKMEN'S COMPENSATION INSU CE AND RCW 18,27.
— —
�&3(
SIGNATURE (OWNER DATE SIC
(425)
7ED—
In-Z—
771-0220
RELEASED BY LIAIE
EXr 1 333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORGINAL-FILE YELLOW- INSPECTOI
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
P;NK.OWNER GOLD -ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
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EX. FIRE
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EXISTING CUT ROCKERY BUILT
DURING PLAT CONSTRUC11ON
N 00'32'57" W 65.02'
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10'
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BUILDINIG
SETBACK
LINE(TYP.)
341.25 341.32",
14
5,457 LOT S.F.
F.F. = 333.17
(D
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334.37 334.34 1
5'
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10' U IT Y CON 44;10
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R=25.00'
L=39.27'
A--9310500
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SCALE 1"=20'
LOT COVERAGE
S.F. W-y%)
LOT AREA
5,457 S.F.
TAX ACCT. PARCEL #:
NEW PLAT(NOT ASSIGNED)
LOT SLOPE
UNDER 10%
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)VED AS NOTEj)
ENGINEERING
w
BENCHMAR�K::
PK NAIL = 332.48
�PARKER—KALON SURVEY NAIL
N NORTH SIDE OF MON. CASE)
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PLOT PLAN
FOR
HEIGHT CALCS.
A = 341.25 LINCOLN ESTA TES - LOT 14
B = 341.32
C = 334.37 IN NE1/4 OF SECTION 36,T.27 N.,R.3 E.,W.M.
D = 334.34 CITY OF EDMONDS
AVG. GRADE = 337.82
ACTUAL = 358.50 SNOHOMISH COUNTY, WASHINGTON
MAXIMUM HEIGHT = 362.82 (337.82 + 25')
ALLOWED SHEET 1 OF 3
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NOTE: EXACT LOCATIONS OF UTILITY WATER & SEWER
OLyMplo VIEW CONNECTIONS TO HOUSE TO BE INSPECTIONS REOD
DETERMINED BY CONTRACTOR IN FIELD. CALL 425-771-0220 E)(T. 1326
VER DISTRIOT (CONTRACTOR TO VERIFY UTILITY STUB
V tWEr,"LOCATIONS PRIOR TO CONSTRUCTION.)
-----------------------------
2"sD
SQ
BlILD11 39
SETBACK
LINE(TYP.)
--------- 335 V)
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14 SCALE : 1"=20'
I ACCEPTABLE TIGHTLINE
5,457 LOT S.F. j
/;;�W. = MATERK
333.17
R 35
H 40
CONNECT HOUSE ROOF
(,/",-AND FOOTING DRAINS TO 12
EX. 6"PVC STUB. I F 110 HANCOR
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EX. WATER METER
,,,-EX. 1" WATER
METER
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EX. CO
EX. 8" SAN -SEWER
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99TH PLACE W.
DRAINAGE & UTILITY PLAN
APPROVED AS NOTED FOR
BY ENGINEERING
A), r_ LINCOLN ESTA TES — LOT 14
co 1. G&12�
NE1/4 OF SECTION 36,T.27 N.,R.3 E.Am.
Date: CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
SHEET 2 OF 3
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— — — — — — — — — — — — — — — — — — — — — — — — — z
EXISTING CUT ROCKERY BUILT
DURING PLAT CONSTRUCTION--,,, ----RAPPAn
SD- vcu LYQTel) 20'
Le
-VG
T,\' RING
336.0+ 335 EX. GRADE
EX. GRADE Date:
- --- ---- -------
335.0±
EX. GRADE 334.5±
EX. GRADE
14 JNG
5,457 LOT S.F. &REWoNSIIXE FOR
I F.F. = 333.17 COMRkTAb DRAINAGE
334 0±
- GARAD, NOTE:
x"fX. S E AROUND
SET FINISHED GRAD
BLDG. @ 14" MIN. BELOW
FINISHED FLOOR ELEVATION
J332 - 5±
lEX_ GRZE
Um DATVE -3- Tt
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L 6W, E 14%
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332.5± 04
BACK 10�-\\�
17,
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APPROXIMATE EARTHWORK QUANTITIES
EXCAVATION: 400± CUBIC YARDS
99TH PLACE W.
luu I IUN PEfimrr
REQUIRED
GRADING AND T.E.S.C. PLAN
FOR
FILL : . . 20± CUBIC YARDS
LINCOLN ESTATES -
LOT
14
AVG. GRADE = 333.75 (EXISTING) IN
NE1/4 OF SECTION 36,T.27
N.,R.3
E.,W.M.
BOTTOM OF FOOTING = 328.00
(4.5' BELOW TOP OF WALL) CITY OF EDMONDS
AREA OF FOUNDATION 1768 S.F. SNOHOMISH COUNTY, WASHINGTON
(5.75 V.F. X 1768 S.F. 10,166 C.F. OR 377 C.Y.)
(377 C.Y. + 23 C.Y. YARD AREA = 400 C.Y.) SHEET 3 OF 3
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— — — ING
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Vi 91 SETBACK
co LINE(TYP
SCALE - 1 =20
341.25 341.32 1 lqo
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fl�l 14 -A ..... LU I LUVLKAGE
S. F. (�;Z Y7.)
5,457 LOT S.F.
F.F. = 333.17 (D LOT AREA
5,457 S.F.
z
334.37 334.34 TAX ACCT. PARCEL #:
5'�
NEW PLAT(NOT ASSIGNED)
V c LOT SLOPE
CONIC. DRIVE, UNDER 10%
N/ ,
21 j
EASEMENT
NJ 0'46'29" E
EX. SIDEWALK 40.00'
so
R=25.00'
L=39.27' c�
A-- 9 0*0 00" 4LJ.
Ll
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BENCHMARK L
PK NAIL = 332.48 -m u- U) cr 0
(PARKER-KALON SURVEY NAIL 0 n
ON NORTH SIDE OF MON. CASE)-4 U)
\-l-as - - - , "r"mrVY1
9TH PL I ACE W.
1. 1133
�iAY 2 " ru
PLOT PLAN PERMIT COUNTER
REET FILE FOR
HEIGHT CALCS.
A = 341.25 LINCOLN ESTA TES - LOT 14
B = 341.32
C = 334.37 IN NE1/4 OF SECTION 36,T.27 N.,R.3 E.,W.M.
D = 334.34 CITY OF EDMONDS
AVG. GRADE = 337.82 SNOHOMISH COUNTY, WASHINGTON
ACTUAL = 358.50
MAXIMUM HEIGHT = 362.82 (337.82 + 25)
ALLOWED SHEET 1 OF 3
0 EDMONDS
13LjlLDING DEPARTMENT
WORK 4A
ADDRESS,
OV4NEA
APPROVED DATE'
13LDG, Or-piciAL
STREET FILE
MAY "'.3
_X�
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PLANNING DATA
NAME: Lkc.-In F440'1-ei DATE: 6/5/a
SITE ADDRESS: 2 3 Gb -7 - -9-9 r' P, - W. PLANCHK#: 0�-,?,jp
PROJECT DESCRIPTION: 40 ' t Rb, a&�- e.-4k. Jf-rn, pcaz�
REDUCED SITE PLAN PROVIDED?:
0 G-4 — -� / No)
MAP PAGE: CORNER LOT: We- FLAG LOT: am-0
ZONING: P(-D- 2-va- 211 CRITICAL AREAS DETERMINATION #: ?-9
LI Study Required:
@-Waiver
Ll Conditional Waiver
SEPA DETERMINATION:
LJ Fee
Ll Checklist
L3 APO list w/ notarized form
Ll (Needed for 500 cubic yards of g . rading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
U'Exempt
SETBACKS: (- 4V
Required Setbacks: 0
Street: Z4- LeftSide: 910' RightSide: 5- Rear: 19,
Actual Setbacks--
Street:_Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes / No DRA)
LJ DETACHED STRUCTURES:
U ROCKEIIES: �o
0 FENCES/TRELLISES: 0-o- ko b-, C-, �Iai 0,1 6, b'6'
13 BAY WINDOWS / PROJECTING MODULATION:
LI STAIRS/ DECKS:
PARKING: Required: Actual:- N6
LOTAREA: 13,45-7L
LOT COVERAGE: *
BUILDING HEIGHT:
Datum Point: Datum Elevation:
Maximum Allowed: Actual Height:
A.D.U. CREATED?: 6 —/Yes),
SUBDIVISION: P9-0- 7—o - ? -
I / P
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes
OTHER:- 'I/- k-
Plan Review By:
NewBPPlanningDataForm.DOC
0 4
PLANNING DATA
NAME: Likicohn DATE: I 1W I g00 S
SITE ADDRESS: -7 q-�9t4ii 'PT—V-V PLAN CHK#:.Q2_-9j0
PROJECT DESCRIPTION: ^evV %SF�Z_ L_o4 —W-141
REDUCED SITE PLAN PROVIDED?:(GNo) — kv"IS_91A�q
MAP PAGE: CORNER LOT: (Yes / No FLAG LOT: (Yes / No)
'P _R
ZONING: —C3 CQR1P11C R5A8VIfff`E MINATION #:
L3 Study Required:
L] v�er
U CS itional Waiver
W/T.�
1—u
SEPA DETERMINATION:
Ll Fee
Ll Checklist
El APO list w/ notarized form
Ll (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
L�y Exempt (,
ETBACKS:
Required SetbaSks.-
Street: _2,12.Left Side: Right Side: 4War.-
Actual Wbac
Stre6t-7;jt��' Left Side: /S Right Side: Rear: I C7
Street map checked for additional setback required? (Yes N
6,�2LJ D TACHED STRUCTURES: ff
RCCKERIES: e-X"e-:57( icvv
U FENCES/TRELLISES:
Ll BAY WINDOWS / PROJECTING MODULATION:
Ll STAIRS / DECKS:
e4ARKING: Required: �7, Actual: L/.c>
LOT AREA:ff�9-7 0
LOT CO ERAGME-W������ ::- '�6
Calculationn-
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BUILDING HEIGHT!�4 2.
Datum Point: Datum Elevation: 33
Maximum APowed: Actual Height:--,FZ>
A.D.U. CREATED q g-C)
\� _j
SUBDIVISION: 00 &qs
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (—Ye—S co
OTHER:
Plan Review Bv: e7ra—"�A'
NewBPP1anningDataForrn.D0C
Cornerstonle
Geotechnical, Inc.
June 9, 2003
17625-130th Ave. NE, C102 Woodinville, WA 98072
Phone: 425-844-1977
Fax: 425-844-1987
www.cornerstonegeotechnical.com
R E C E 11V ! _77, D
Mr. Jeff Dye J U
Metco Homes
1910 - 120"' 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:
We have prepared this letter in response to a request by Mike Snook, Building Inspector 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 FILt
Soil Bearing Evaluation Letter
1000'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. .
I
11FIV-3
1EXPIRES 08/16/�Z
I
Rick B. Powell, PE
Principal
JPL:RBP:nt
Two Copies Submitted
cc: Mr. Mike Snook I
Cornerstone Geotechnical, Inc.
k
A () F
E.D.4t_
235TH PL SW
CITY OF EDMONDS WATERLINE AS-BUIL.
ADDRESS
23507 99TH PL SW
HOMEOWNER CONTRACTOR SCALE
ACES FOUR xxxx NTS
DATE DRAWN PERMIT
1/12/03 0 1. ABILA NO- BLD20030139
City of Edmonds Permit No:
RIGHT—OF—WAY CONSTRUCTION PERMIT Issue Date:?— /Z eolca_ .7,
A." Address or Vicinity of Construction: qq4k P1. W
B. Type of Work (be specific
C. Contractor:
,dk,,o
Mailing Address: IaLJ�R-!&F,
State License #: M tico& k
D. Building Permit # (if applicable):24273 - 0 (_3 4Y
Contact: Ral pyieiz-ve'r-
Phone: 3/6—
Liability Insurance: Bond: $
Q VC, 0j;9ko),
Side Sewer Permit # (if applicable):
E. F� Commercial El Subdivision F1 CityProject F] EUC(PUD,VERIZON,PSE,AT&T,OVWD)
Multi -Family Single Family F� Other
fNSPECTOR:
F. PAVEMENT CUT: El YES 0 NO
CONCRETE CUT: El YES [I NO
G. SIZE OF CUT x
Al'I'LICANT TO IZI,Al) ANI) SIGN
INDEMNITY. Applicant understa . nds by hislher 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 legal 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 FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES W!LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPL ETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICINT
* 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 the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature:
Date:
FOR CITY USE ONLY
Approvedby: D-r*(,A_RZT- Right-of-wayFee: lei
Time Authorized: Void After Disruption Fee/Fund 111:
Special Conditions: RM--fteP70irki tow Th PAN Restoration Fee:,
!-,TAt3bAMQe,. KC4TbW ArN mc;m"e-D TotalFee:.
Tt (i F= GIZ! W� Qb_1N)I11'M S. Receipt No:'
kMP _517-Firr U-1;1#3 AAD UJEArL 6r'ALL— Issued by: e�wlo
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)
FINAL APPROVAL OF PERMITTED WORK. DATE:
Inspector's Signature.
For inspection requirements see Engineering Inspection Information handout.
NO NVOIZK SHALL 131-,'(;IN NZIOIZ TO 147,1011IT ISSUANCE
DAMy Documents\Forms\Engnrng\ROWpermit—.doc