23404 99TH PL W.PDFI
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a
9789
23404 99TH PL W
I
Amb�
'ROW
-------------------------------
--------------------
--------------------- fflRAc=r-
----------------------- Q-r,'T=,J0T4 -----------
Tj
----- jj-97 --
.15
5'
89*27'03" E
60.5- BUILDING
SETBACK
LINE(TYP.)
--- sa-c�- -------- 330
co
5,3
00
00
0
z
C"� �38.37
------------ ----------- T
10' CITY OF
EDMONDS
DRAINAGE
EASEMENT
2
w
3 LOT S. F.
10
(SEE ARCH.)
z
cn
rn
SCALE : 1"=20'
LOT COVERAGE 3(0.
LOT AREA
5,348 S.F.
TAX ACCT. PARCEL #:
NEW PLAT(NOT ASSIGNED)
LOT SLOPE
10% MAX.
EX. 10' OVWDS/SSE
PER A.F. NO. 1982525
27'± 327.93 ID I
330
CONC. DRI
----- T ------ 113, -k
s
s
60.00'
\EX. SIDEWALK
_I S 189'46'12" E
SD
9 TH
BENCHMARK 99TH PLACE W.
CATCH BASIN
� M
I.E. 324.13(18-S)
— - — - — - - — - — ---
, %po ZVrE
, NING
5
REcElvED
IMPERVIOUS SURFACE CALCS. APR 16 20o2
PROPOSED BLDG. ROOF 1-757 S.F.
PROPOSED PATIO: N/A PLOT PLAN DEVELOPMENT SERVICES CTR
PROPOSED DRIVEWAY: 594 S.F. CITY OF EDMONDS
PROPOSED DECK: N/A FOR
HEIGHT CALCS. LINCOLN ESTATES LOT 2
A = 329.15
8 = 329.65 IN NE1/4 OF SECTION 36,T.27 N.,R.3 E.,W.M.
C = 328.37 APPRoV
D = 327.93 I*NgEDEDMONDS
AVG. GRADE = 328.78 SLN EFMUNTY, WASHINGTON
ACTUAL 356.46
MAXIMUM 356.46 (25' + 2.68' PER VARIANCE)
Date: SHEET 1 OF 3
Cornerstone
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 I V T-77, D
J
J,
Mr. Jeff Dye
Metco Homes
1910 - 1201h Place SE BUILDING DEPT.
Everett, WA 99208
Soil Bearing Evaluation Letter
100'h 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.
S Omft
HEET FILE
ol
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.
1EXPIRES 08/16/�Z ___I
I
Rick B. Powell, PE
Principal
JPL:RBP:nt
Two Copies Submitted
cc: Mr. Mike Snook
I/ 1 141/0-3
Cornerstone Geotechnical, Inc.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - -
- -g� r
-------------------- Tf �\cl , �-t
----------------------- DETERTION ---------- (n
------------------------ —Z
N 89'27'03* E- F-T- rn
60-0�- BUILDING SCALE : 1"=20'
::� f SETBACK
LINE(TYP.)
------------ -330
329.65
A — — — LOT COVERAGE 3(q
EASEMENT
10' CITY OF
5* EDMONDS
DRAINAGE LOT AREA
5,348 S.F.
2 TAX ACCT. PARCEL #:
to
5,348 LOT S.F. U) :q- I NEW PLAT(NOT ASSIGNED)
r- 00 F.F. (SEE ARCH.) CD
a 00 'o
0 0 LOT SLOPE
c z 10% MAX.
EX. 10' OVWDS/SSE
c �32 8�3 7 27't ID PER A.F. NO. 1982525
-------------- 330
CONC. DRIVE
----------- i -- ------------------ ---------
I i ' trm iTy cc), 113
Ss. --J-5 [SEM E-NT - -- I �i'
0.
I im NJ
\\EX. SIDEWALK I S189-46'12" E
SD
EX. FIRE
BENCHMARK 99TH PLACE W. HYDRANT
CATCH BASIN
I.E. 324.13(18-S) F
T
2T93
�qE
f
H ARK
99
H BA IN
�C .1 S 1 -S)
324 3 8f
- — — — - — - — - —
7.
A V W L ING
IMPERVIOUS SURFACE CALCS.
PROPOSED BLDG. ROOF 175 S.F. APR 16 2002
PROPOSED PATIO: N/A PLOT PLAN
PROPOSED DRIVEWAY: 594 S.F. DEVELOPMENT SERVICEZ,
PROPOSED DECK: N/A FOR CITY OF EDMONDS
HEIGHT CALCS. LINCOLN ES TA 7ES - L 0 T 2
A = 329.15
B = 329.65 IN NE1/4 OF SECTION 36,T.27 N.,R.3 IE.,W.M.
C = 328.37
D = 327.93 DMONDS
AVG. GRADE = 328.78 SNO)qA, -tvY, WASHINGTON
ACTUAL = 356.46 1 E
MAXIMUM = 356.46 (25' + 2.68' PER VARIANCE) J) - kt I -
Date: C; 1 21 SHEET 1 OF 3
--------------------------------
-:f-
-------------------- 9�RAC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
--------------------------------------------
BUIL 7
;ING
APPROVE---�DJA NOTELI SETBACK
LINE(TYP.)
---BY-ENGWEMNG ---------- -------------
Date: -S- - 1 -2
L
T2
6"PVC @
1.0% MIN. ---4
CONNECT HOUSE ROOF
AND FOOTING DRAINS TO
EX. 6"PVC STUB.------.
----------
5,348 LOT S.F.
F.F. = (SEE ARCH.)
----------- r ------
-----------
EX. 8" SAN.lSEWER
EX. SIDEWALK
)OTING D%lNS NOT
TO BE TIEP INTO
ETENTION/ SYSTEM
—60—NT- WT—(:0-10—ic --
- --- — SD
E-X. i4'TSD
EX. 1" WATER---�
METER
EX. 8"WATER-f--
SCALE : 1"=20'
---------- 330
ACCEPTABLE TI(3HTLINE
I SDR a5 MATERLAL-
I SCH 40
1 412
i F8io HANcoR
C*14
ui
6 PVC SIDE SEWER
@ 2.0% MIN.
(CLEANOUT AS REQ'D)
CONNECT TO
EX. 6"SS STUB
(6' DEEP)
330
- r4���
-- -- -------
1"WATER SERVICE FROM
EX. WATER METER
RECEIVLJ)
NOTE: EXACT LOCATIONS OF UTILITY APR 16 2002
CONNECTIONS TO HOUSE TO BE DRAINAGE & UTILITY PLAN EVELOPMENT SERVICFS
DETERMINED BY CONTRACTOR IN FIELD. CITY OF EDMONLl�
(CONTRACTOR TO VERIFY UTILITY STUB FOR
LOCATIONS PRIOR TO CONSTRUCTION.) LINCOLN ESTA7ES - LOT 2
IN NE1/4 OF SECTION 36,T.27 N.,R.3 E., W. M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
SHEET 2 OF 3
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-------------------- =TtFtAAC=r- -,D'Ja -------
-----------------------------------------
------------------------------------------
BUIL;ING
SETBACK
LINE(TYP.)
------------ -------------- --------------
NOTE:
SET FINI HE�D GRADE AROUND
BLDG. 0 14* MIN. BELOW
FINISHEE rFLOOR ELEVATION
2
5,348 LOT S.F.
F.F. (SEE ARCH.)
----------------- --------------
L"cy
ss in cf)
—ii — ----------- s I <
EX. SIDEWALK
APPROXIMATE EARTHWORK QUAN71TIES
EXCAVATION: 100± CUBIC YARDS
FILL : . . 20± CUBIC YARDS
SO
CA
rn
SCALE : 1"=20'
---------- 330
#ER/CONTRACTOR IS RESPONSIBLE FOR
I EROSION CONTROL AND DRAINAGE
MPORARY��QNSTRLICTION
El O-QUIRED
N
t
GRADING AND T.E.S.C.
FOR
RECEIV-,- —
APR 16 2902
EVELOPMENTSE:
LW OFEDM*,,
LINCOLN ESTA7ES - LOT 2
APPROVED AS NOTED IN NE1/4 OF SECTION 36,T.27 N.,R.3 E.,W.M.
BY ENGINEERING
CITY -OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Date: ja,Q ,
_Z�
SHEET 3 OF 3
_17
I k
City of Edmonds Permit No: (_1Y
RIGHT-OF-WAY CONSTRUCTION PERMIT IssueDate:/14/Z2"__1._
A. Address or Vicinity, of
B. Type of Work (be spec
C. Contractor:
Mailing Address: 1112 - 12,,J— P ISE 97Vd-4-4
-C4>C
State License,,#..'
D. Building Permi t # (if applicable):
Phone:
Insurance: Bond: $
Side Sewer Permit # (if applicable):
E. R Commercial El �Subdivision E] City Project F] EUC (PUD, VERIZON, PSE, AT& T, OVWD)
F! Multi -Family EI'Single Family. E] Other
INSPECTOR: b. c9(u6ew-
F. PAVEMENTCUT:. EIYES G. SIZE OF CUT x
NO
CONCRETE CUT: E] YES 2rNO
AlI'LICANT TO M`,Al) ANI) SIGN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from
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 CONTJC4CT0R IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE VEARFOLLOWING THE FINA L
INSPECTION AND A CCEPTANCE OF THE WORK ESTIMA TED RESTORA TION FEES 97LL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED BY CITY FORCES, A T WHICH. TIME A DEBIT OR CREDIT 97LL BE PROCESSED FOR ISSUANCE TO THE A PPLIC4NT
* Traffic control and public safety shall be in accorda n�ce 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 prio . r to the end of the workday —'NO EXCEPTIONS.
* Vhree 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 TI MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature. Date: 1,o r7- c> 2-
(Contractor or Agent)*'��
'FOR CITY USE ONLY
Approved by:. D. rD (LE>e-JVr Right-of-way Fee: 10 &m6s6a
Time Authorized: Void'After 95-6h 0!!�' 1,W Disruption Fee/Fund . Ill:
Special Conditions: Restoration Fee:
Total Fee:
Receipt No: 1049-7 A
Issued by:, /7 ///A", A
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAftER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OFPERMITTED WORK. DATE:��O_Z_
Inspector's Signature Z
For inspection requirements see
ion Information handout.
DAMy, Documents\F.orms\Engnrng�ROWpirmit_.doc