17103 TALBOT RD.PDF11111111111111
13429
17103 TALBOT RD
0
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW
COVENANTS (RECORDED) FOR:
;��Oz-q
CRITICAL AREAS:hq DETERMINATION: OConditional Waiver El Study RequiredXWaiver
DISCRETIONARY PF.RMTT fi1q.
DRAINAGE PLAN DA
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 DA
SIDE SEWER PERMIT(S) #:_
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED: bf ;!-15
OTHER: �km 4 00v+ -*3
LATEMP\Dsrs\Forms\street File Checklist.doc
Q3 6-0�
9802 29h Ave. W #B102
EvereM WA 98204
425-356-3372
425-356-3374 bx
E3RA ICITLY CV*,--"Py
RECEIVED
March 16,2004
E04021 APR - 12004
Mr. Scott Shanks PERMIT COUNTER
First Western Development Services, Inc.
1339 North 205'h Street Suite B
Shoreline, Washington
Re: Geotechnical Recommendations
Proposed Shanks Residence
Edmonds, Washington
Dear Scott:
In accordance with your recent request, E3RA, Inc. has conducted an evaluation of geotechnical
conditions at the location of your proposed residence on an open lot located in the 17000 block of
Talbot Road in Edmonds, Washington. Our recommendations are based on a limited scope of work
involving excavation of two test pits on March 8, 2004. The test pits were used to evaluate the site
conditions and generally indicated dig the planned project is feasible and could be constructed as
shown on the plans prepared by Lovell-Sauerland & Associates dated December 22, 2003, subject to
the recommendations presented herein.
Geotechnical Conditions — An E3RA engineer supervised the excavation of two test pits at
representative locations on the site. The first test pit was excavated near the planned north comer of the
residence and encountered 0.7 feet of topsoil over 2.3 feet of silt and sand with little clay FELL over 3.0
feet of brown, moist, silty SAND which was wet below 5.5 feet The second test pit was excavated
near the planned east comer of the residence and encountered 0.5 feet of topsoil over 2.0 feet of gray
and brown mottled wet silty SAND with little clay over 3.0 feet of stiff gray SILT and SAND upon
which water was perched.
Based on these conditions and our evaluation of the site topography, it appears did materials were
previously excavated from the rear of the site and placed as fill on the front or northwest portion of the
site. A rockery of approximately 10 feet maximum height was constructed at the rear of the site to
stabilize the bank against erosion. Groundwater is generally present in the base of the gray/brown SILT
and SAND layer, which is mottled due to the periodic presence ofthe water.
Based on the above conditions, we evaluated a number of geotechnical concerns at the site, each of
which is addressed in the paragraphs below. If differing conditions are encountered during
construction, our office should be contacted for a re-evaluation and modifications to the
recommendations may be necessary.
Dewaterin — The site has groundwater within a few feet of the planned finish floor elevation. To
allow for maximum drying of the soils prior to slab construction, we recommend dig the first work by
Page 2 March 16,2004
the grading contractor involve steps to dewater the site. This can most likely be accomplished by
constructing French drains on the perimeter of the site which drain by gravity toward the western
(lowest) comer of the site.
Excavations — In order to construct the planned residence, an approximately 5 foot high cut face will be
excavated at a location approximately 6 feet in front of the existing rockery. Although the rockery
shows no signs of instability at present, it should be treated with extreme care during excavation.
Accordingly, E3RA recommends the following methods to safely conduct the planned excavation:
Keep traffic away from the top of the excavation,
Be sure that all excavations are in stiA dry soils and kept as far from the rockery as possible,
Check the surface above the excavation and rockery for cracks and fissures on a regular basis,
Carefully observe cut face and adjacent arm prior to approaching it to work and use the hoe
bucket to dislodge any loose material if raveling occurs, and
Minimize personnel time at the excavation face.
The concrete retaining walls in the lower level of the residence in this location are a maximum 6 feet
high and should be designed for'a uniform horizontal soil pressure of 300 pounds per square foot (psf)
in order to account for the surcharge of the rockery and associated soils.
Foundations — The UBC standard foundation bearing pressure of 1500 to 2000 psf is appropriate for
use on this site. Foundations should bear at least 18 inches below lowest adjacent external grade to
protect against frost.
We appreciate the opportunity to continue working with you on this matter. Although we do not
anticipate the need, please contact us if an endorsement or additional review of the final plans is
required. As we have agreed, ORA will observe the excavation daily to comply with state law and to
allow ongoing comparison of our design assumptions with those conditions being encountered in the
field. Please contact me directly if questions should arise or you require additional information.
Sincerely yours,
E3RA, Inc.
Dean M. White, P.E.
Principal Engineer
copy: Jamieson Consulting
Lovell-Sauerland & Associates
1EXPIRES If —
I/ I
'v
.". 1 0,
PERMIT NO; 9876
City of Edmonds
PERMIT EXPIRES, UAV�*A
SIDE -SEWER PERMIT V
Address of Construction: -LID #
Property Tax Account Parcel No. * 2 709 ot7d4�Y
Attach copies of all access and utility easements
Verified and Approved by�
:,Owner and/or'Contractor: e"-OA4-1— L.L.C.-
Contractor License #:
2e-Single Family
Fj Multi -Family (No. of Units
Commercial (No. of Units
Public
Permit -,-20�L - 0 �2fj7_
Invasion i . nto Ci . ty *Rlght-of Way: 0 Yes 2<0
*RW Construction. Permit
Cross other "Private Property: El Yes RINC
"Attach legal description and copy,of recorded easement.
Owner or'contric—tor signature and acknowleUglement statement:
By signing for this permit I certify that I have read the City's public handout entitled
ide Sewer Specifications, and shall comply with all City requirements outlined therein.
Date
2 CALL DIAL -A -DIG (1-800-4ZR-$555) BEFORE ANY EXCAVATION iff
.9 FOR INSPECTION CALL.425-771 "0220 extension'
24 HOUR NOTICEREOUIRED FOR ALL INSPECTION REOUESTS
Assessment Fee $ Receipt No: L__1
City, Permit Surcharge Fee Total Fees Paid
NOTE: IF,JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEEWILL BE CHARGED.
Job Site Ready YES No___�_bate: Initial:
Partial Inspection:
Partial Inspection:
FINAL INSPECTION APPROVED:- Date: jg�� lnitial:_4&�k- As -built to Street File:
t- PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: lnspe�tor Buff Copy: Applicant -
L-,temp;bldg;forms,sspermitjlg4/00
17-
AA
wo
ADDRESS
HOMEOWNER
S, A, k
- DATE
at 1890 'q, / 2,
v -
IA,LRnT--
CONTRACTOR SCALE
DRAWN --FPERMIT
BY �� 4 1 NO.
SEWER EASEMENT-1
SEWER MAIN
18,
7/-
42'
. 1 0 f E.0,1,,,_
im
1 6.5' 1 , 1 1'-� 4.5'
- 5' 1 A
C/O @ GRADE
45" BEND
6' DEEP
2 PLS
TALBOT RD
CITY OF EDMONDS SIDE SEWER AS- BUILT
JADDRESS
17103 - TALBOT RD
HOMEOWNER CONTRACTOR SCALE
SHANKS STROMME NTS
DATE DRAWN PERMIT
NO.
12-09-2004 ,By SIBREL 9876
0
PLANNING DATA
NAME: DATE: V Ir
SITE ADDRESS: ni� '0&;& or F-v PLAN CHK#:04-05,G
PROJECT DESCRIPTION:
REDUCED SITE PLAN PROVIDED?: Ms / No r+err- rteXD . -t-
.'LA r.4 _rZjE!r
MAP PAGEA6_1000RNER LOT: FLAG LOT: ff—es 09D
ZONING: CRITICAL AREAS DETERMINATION #:
Ll Study Required:
&Walver
UConditional Waiver
SEPA DETERMINATION: Vii
Fee
aChecklist
Jid-APO list w/ notarized form
(Needed for I cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
U Exempt
SETBACKS:
Required Setbacks:
Street: Left Side: Right Side: Rear:
Actual Setbacks:
Street: Left Side: Right Side: Rear:
Street map checked for additional setback required? s/No/DRA)
UDETACHED STRUCTURES: 1+0 H 1—r-
aROCKERIES: CMiL-*e e-XI 4'n t4 61
006.0--F-ENCES1TRELLISES:
BAY WINDOWS / PROJECTING MODULATION:
STAIRS/ DECKS:
PARKING: Required: 11 Actual:_St
LOT AREA: V L. 0 09F,
4-.,k7,0 / V%-;oo67 - 7-0 ej
ft
BUILDING HEIGHT:
Datum Point:- 15�7G Datum Elevation:
Maximum Allowed: I. AfT Actual Height: 137-'
A.D.U. CREATED?zffl�j/ Yes)
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: a2�
OTHER:
Plan Review By. C*,
NewBPPIanningDataForrn.D0C
Critical Areas. Checklist
-Site Information (soils/ topogaphy/hydrology/ vegetation)
Site Address/ Location: MAX 7ALOOT Md
2.' Property Tax Account Number:
CA File N . o: oq-11
1 0-7 t-7 M- I 0,�f I ,
3. Approximate Site Size (acres or square feet): 56,Ac4z 9,5
Is this site currently developed? yes; X no.
If yes.; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of. 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: N4 Approx. Depth:
Site contains areas of seasonal standing water HIA Approx. Depth:
What season(s) of the year?
8. Site is in the floodway NO floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
141A Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
Xurban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: — N&
For City Staff Use Only
1. Plan Check Number, if applicable?
2. Site is Zoned? � 1,�;L_
3. SCS mapped soil "(S)Z��—- k_:2 X)a
I --Wcm,
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area? vOc>+
4-0
0 UU I . -9 A , -
DETERMINATION
STUDY REQUIRED -WAIVER
Reviewed br. --n)V- cx, P Date! n— re —
Critical Areas Checklist.doc/4.22.2003
nonds
Department
"P 425.771.0220
Fax: 425.771.0221
Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
deternune whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical are4.,,inyqntories, maps, or . soil
surveys). "t
2CM4
JAN
Date Received: )—C>Ll -L)4
City Receipt #:- 2-,3LV--1 g�— I
Critical Areas File #:
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall. include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
PEPAI i
The undersignea applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, mcluding reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information ftimished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best o: my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLIcANT/AGENT DATE t /157/,d-A
Property Owner's Authorization
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF'OWNER DATE 1/1-5/4
. PLEASE PRINT CLEARLY
Owner/Applicant:
Name
I 35cpj w. sr
Street Address
'4*V1ML1Wrr- WA
city - State zip
Telephone: 206 53-6 ZJ6J
Email address (optional):
Critical Areas Checklist.doe/4.22.2003
Applicant Representative:
Name
Street Address
city State Zip
Telephone:
Email Address (optional):
E3RA
March 16,2004
E04021
Mr. Scoff Shanks
First Western Development Services, Inc.
1339 North 205" Street Suite B
Shoreline, Washington
Re: Geotechnical Recommendations
Proposed Shanks Residence
Edmonds, Washington
Dear Scott:
09802 2e Ave. W #B1 02
Everett WA 98204
425-356-3372
425-356-3374 fax
RECEIVED
APR - 12004
PERMIT COUNTER
T Ri E 'c-'N T F I L E
In accordance with your recent request, ORA, Inc. has conducted an evaluation of geoteclinical
conditions at the location of your proposed residence on an open lot located in the 17000 block of
Talbot Road in Edmonds, Washington. Our recommendations are based on a limited scope of work
involving excavation of two test pits on March 8, 2004. The test pits were used to evaluate the site
conditions and generally indicated that the planned project is feasible and could be constructed as
shown on the plans prepared by Lovell-Sauerland & Associates dated December 22, 2003, subject to
the recommendations presented herem.
Geotechnical Conditions — An E3RA engineer supervised the excavation of two test pits at
reprtserttative locations on the site. The first test pit was excavated near the planned north corner of the
residence and encountered 0.7 feet of topsoil over 2.3 feet of silt and sand with little clay FELL over 3.0
feet of brown, moist, silty SAND which was wet below 5.5 feet The second test pit was excavated
near the planned east comer of the residence and encountered 0.5 feet of topsoil over 2.0 feet of gray
and brown mottled wet silty SAND with little clay over 3.0 feet of stiff gray SELT and SAND upon
winch water was perched.
Based on these conditions and our evaluation of the site topography, it appears Out materials were
previously excavated from the rear of the site and placed as fill on the front or northwest portion of the
site. A rockery of approximately 10 feet maximum height was constructed at the rear of the site to
stabilize the bank against erosion. Groundwater is generally present in the base of the gray/brown SELT
and SAND layer, which is mottled due to the periodic presence of the water.
Based on the above conditions, we evaluated a number of geotechnical concerns at the site, each of
which is addressed in the paragraphs below. If differing conditions are encountered during
construction, our office should be contacted for a re-evaluation and modifications to the
recommendations may be necessary.
— The site has groundwater within a few feet of the planned finish floor elevation. To
allow for maximum drying of the soils prior to slab construction, we recommend dud the first work by
.0 Page 2
0
March 16,2004
the grading contractor involve steps to dewater the site. This can most likely be accomplished by
constructing French drains on the perimeter of the site which drain by gravity toward the western
(lowest) comer of the site.
Excavations — In order to construct the planned residence, an approximately 5 foot high cut face will be
excavated at a location approximately 6 feet in front of the existing rockery. Although the rockery
shows no signs of instability at present it should be treated with extreme care during excavation.
Accordingly, ORA recommends the following methods to safely conduct the planned excavation:
• Keep traffic away from the top of the excavation,
• Be sure that all excavations are in stif� dry soils and kept as far from the rockery as possible,
Check the surface above the excavation and rockery for cracks and fissures on a regular basis,
Carefully observe cut face and adjacent areas prior to approaching it to work and use the hoe
bucket to dislodge any loose material if raveling occurs, and
Minimize personnel time at the excavation face.
The concrete retaiiiing walls in the lower level of the residence in this location are a maximum 6 feet
high and should be designed for a uniform horizontal soil pressure of 300 pounds per square foot (pso
in order to account for the surcharge of the rockery and associated soils.
Foun&fi — The UBC standard foundation bearing pressure of 1500 to 2000 psf is appropriate for
use on this site. Foundations should bear at least 18 inches below lowest adjacent external grade to
protect against frost.
We appreciate the opportunity to continue working with you on this matter. Although we do not
anticipate the need, please contact us if an endorsement or additional review of the final plans is
required. As we have agreed, ORA will observe the excavation daily to comply with state law and to
allow ongoing comparison of our design assumptions with those conditions being encountered in.the
field. Please contact me directly if questions should arise or you require additional information.
Sincerely yours,
E3RA, Inc.
Dean M. White, P.E.
Principal Engineer
copy: Jamieson Consulting
Lovell-Sauerland & Associates
[EUKRES ff-11-0,5
of ED40
CITY OF EDMONDS
121 STH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220
RCW 197-11-970 Determination of Nonsignificance (DNS)
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: A new single family residence on a vacant lot in the RS-12 zone. 1,700 cubic
yard of soil are proposed to be graded. (File No.: Plan Check 04-036)
Proponent: City of Edmonds
Location of proposal, including street address if any: 17103 Talbot Rd
Lead agency: CITY OF EDMONDS
The lead agency has determined that the requirements for environmental analysis, protection, and
mitigation measures have been adequately addressed in the development regulations and comprehensive
plan adopted under chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as
provided by RCW 43.21 C.240 and WAC 197-11-158.
An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made
after review *of a completed environmental checklist and other information on file with the lead agency.
This information is available to the public on request.
xx There is no comment period for this DNS.
This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14
days from the date below. Comments must be submitted by
Responsible Official: Robert Chave
Position/Title: Manager - Planning Division
Phone: 425-771-0220
Address: City of Edmonds, 121 5th Avenue No:rth, Edmon WA 98020
Date: April 2. 2004 Signat
: A
xx You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue
North, Edmonds, WA 98020, by filing a written appeal citing the specific reasons for the
appeal with the required appeal fee, adjacent property owners list and notarized affidavit form
no later than April 19, 2004.
You should be prepared to make specific factual objections. Contact Rob Chave to read or ask about the
procedures for SEPA appeals.
xx Posted on — April Z. 2004, at the Edmonds Public Library, Edmonds Community Services
Building, and the Edmonds Post Office.
xx Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the
Checklist.
Page] of2
04036ED.DOC
4/2/04.SEPA
0
0
Mailed to the following along with the Environmental Checklist:
XX Environmental Review Section XX
Department of Ecology
P.O. Box 47703
Olympia, WA 98504-7703
XX
XX COMCAST
Outside Plant Engineer, North Region
410 Valley Ave NW #12
Puyallup, WA 98371-3317 XX
Attachments: site plan and vicinity map
pc: File No, Plan check 04-036
SEPA Notebook
Snohomish County Public Works
Attn.: Environmental Coordinator
2930 Wetmore, #101
Everett, WA 98201
Alderwood Water District
3626 156th Street Southwest
Lynnwood, WA 98037
Scott ShanNs
1359 N 205 St, Suite B
Shoreline, WA 98133
Page 2 of 2
04036ED.DOC
"rity of Edmonds Permit No:
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or V icinit y of Construction: / 7 IA,-Rcrkj�
B. Type of Work (be specific): P, I v�e yy A�i A P) P A c,�4 i AN() .,,(JT-1L17--Y CQAjNicC-
C. Contractor:
Mailing Address: -I A5
State License #:-
C ity Business License #: 7 77
D. 'Building Permit # (if applicable):
Contact:
73
Liability Insurance:.Pe , �)Bond: $ /0-?
A-M)APA,
Side Sewer Permit # (if applicable):
E. n Commercial El Subdivision,-' City Project
H Multi-Fan-tily A� Single F�miiy F� Other
EUC (PUD, VERIZON, PSE, COMCAST, OVWSD)
INSPECTOR:
F. PAVEMENT CUT: YES NO G. SIZE OF CUT x
CONCRETE CUT: YES [XNO
G. El MailApproved Permit F-1 Call for Pickup
APPLICANT TO READ AND SIGN
INDEMNITY.. Applicant . understands by his/her signature to this application helshe holds the City of Edmonds harml�ss from
injuries, damages or -claims of any kind or description whatsoever, foreseen or unforeseen, that ma ' v be made against the Citv.,gf
Edmonds -or any of its departments or employees, including but not limited to the defense of any legal proceedings includingdefense
costs and'attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD"6F ONE YEAR FOLLOWING THE'FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR lkiiANCE 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 the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE-'-
THA T I MUST MAlff THE PTYK COPY OF THE PERMIT A VALLABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date:
(Contractor or Agent)
REQUIRED INSPECTIONS:
Call 425- 771-0220, Ext. 1326 for a 24-h ouF voice -recorded inspection request line.
FINAL APPROVAL OF PERMITTED WORK: t1VV,4 DATE:'
Inspector's gig,nature
CADocurnents and Settings\Curtis\My Documents\Fomis\Engnrng\ROWpermit_.doc Revised 10/01/03
*6 00
E.D,j�,_
0 MH TALBOT RD
CITY OF EDMONDS WATERLINE AS- BUILT
ADDRESS
17103
CONTRACTOR
- TALBOT RD
DATE 1DR111
12-09-2004BY SIBREL
HOMEOWNER
SHANKS
SCALE
NTS
WATERLINE
NO. 2004-0297
J4
f RECEI VEO qZZ ��/L!
i�p' EPERMI
, IT EXPIRES
ITY OF EDMONDS:
USE U PERMIT
ZONE
NUM13ER
CONSTRUQTION P ERMIT APPLICATION
JOB SPnUAFT#
ADDRESS 7-
17/0,5
OWNER NAME/NAM1E OF Su!7
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID No.
4�b ir
LID -FEE $
MAILING ADDRESS
N 2_e-:,-,5 -ST
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
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TES��A:P=
RW
EXISTING — 'PROPOSED—
street use Peffnit
pection 11squired
CITY ZIP
TELEPHONE
SkIewalk ReWdred
Z4* '54-3 Z) i�71
REQUIRED DEDICATION— It
Undergmund
WIring required 13
METER SIZE
311f
LINE SIZE I
NO. OF FIXTURES
PR� REQUIRED
YESX NO D
1
NAME
ADDRESS
b0`AA AV&
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROWDRAINAGE
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CITY Zip
TELEPHONE
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NAME
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ADDRESS
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tARE* R]EVIEWED.By DATE
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Cr ZIP
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TELEPHONE
:7
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VARIANCE OR CU
SHORELINE OR ADS#
INSPECTION
OkBd
BOND
1POSTED1
STATE LICENSE OYM13ER EXPIRATION DATE
QYRE
ES
SEPA REVIEW
COJU%Pre-, EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
PROPERTY TAX ACCOUNT PARCEL NO.
-7040
IS
A
7 ew 1,04 100.
E�
NEW RESIDENTIAL LUMBING MECH
K % *,p
. _,T0_T COVERAGE
ALLOWED PR I OPOS . ED
REQUIRED SETBACKS (FT)
FRONT SIDE REAR�'
ROPOSED SETBACKS (Fr.)
�11FRONT LIR,§IDE REAR
. f
a
0 ADDITION COMMERCIAL o COMPLIANCE OR
CHANGE OF USE
10 4 0
2
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PARKII NG
LOTAREA
PLANNING REVIEWED BY DATE
CL
C] REMODEL 0 APARTMENT SIGN
REO'D I PROVIDED
7-1,
V-4
L100y
Ei FENCE X
REPAIR CYDS FT)
REMARKS
[3 QEMOLISH TANK [3 OTHER
GARAGE RETAININQ WALL
CARPORT 0 ROCKERY 0 RENEWAL
ftYPE7OF USE, BUSINESS OR ACTPMY) EXPLAIN:
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NUMBE L
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REMARKS NAL INSPECTION RE0-D
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PILAZING % LOT SLOPE %
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PLAN CHECK NO: VESTED DATE Plumbing 0
Mechanical i!
_FLa
THIS PERMrr AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
tz BE DONE ON PRIVATE PROPERTY ONLI ANY CONSTRUCTION ON THE PUBLIC Grading Recording Fee
2 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review City Surcharge
-41
PERMIT APPLICATION: A 86 DAYS
PERMIT LIMM I YE." - PROVIDED WORK IS STARTIEDWITHIN 160 DAYS Engr. Inspection S late Surcharge.
BACK OF PINK PERMIT FOR MORE INFORMATION
SEE
1raffic Plan Chk Deposit
'APPUCAffr, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS. Mitigation
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARM.LESS THE CITY OF
2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOY��S, AND AGENTS FROM ANY AND Fire Review Receipj #
ALL CLAMS IFOR MA%910F WHATMEVER NATURE, ARISING DIRECTLYOR INDIRECTLY
FROM THE SSUZCE F HIS ER IT. ISSUANCE OF THIS PERMIT SHALL NOT BE
Fire Inspection Total Amount Due
DEEMED TO MODIFY WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANYWAY THE C"YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
z
Landscapainsp. Receipt #
.MATION .
I HERE13Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE. INFOR ION .
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 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 Foes are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR.INSPECTION receipt Is acknowledged In space provided.
WORKMEWS COMPENSATION INSURANCE AND RCW 18.27.
OFFIC is DATE
SIGNAT OW�WAQENT) DATE SIGNED, (425)
771-0220 bATE
RELEASED
NTION M 1333
ATTE �e:�
IT IS UNLAWFUL TO Us OR OCCUPY k BUILDING OR STRUCTURE UNTIL Lz
771-0221
A FINAL INSPECTI&WHAS BEEN MADE AND APPROVAL OR A. CERTIFI- ORIGINAL-fjLi - YELLOW -INSPECTOR
CATE-,.OF OCCUPANCTHXS BEEN GRANTED. UBC SECTION 109 FAX PINK -OWNER - GOLD -ASSESSOR
CITY OF ECOONDS
DEVELOPMENT SERVICES
DATE:
Received of:
Address:
7
�Pho'ne:
Project Location:
Check No. Total Received
Amount
Water Meter Size:
Water Connection Fee
Sewer Permit/Repair
Sewer Connection/LID Fee
Street Disruption Fee (111 Fund)
Storm Drainage Fee
Engineering Inspection Fee (SFR)
Engineering 2.2% Inspection Fee (SP, Multi. Comm)
Engineering Review Fees (SP, Multi. Comm)
ROW/Street Use/Encroachment Permit
Street Cut/ Restoration Fee (620 Fund)
Traffic Mitigation Fee/Sidewalk Contribution
Inspection Fee
-Fire
Fire Plan Check Fee
Permit Fee - Type
-Building
Plan Check Fee
Reimbursable Consulting Fees
Critical Areas
Inspection Fee (1 0/6)
-Landscape
SEPA Review Fee
Shoreline Permit Fee
Installation (620 Fund)
-Sign
Application Fee - Type:
-Zoning
/ Books
-Maps
-Photocopies
Fee
-Recording
Surcharge
-City
Surcharge (622 Fund)
-State
Received by: Permit No.
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Snohomish County, WA Asse 0 Parcel Data 0
Page I of 2
SnohomishOnihw Qovwnment InformsUou & Services
County4*
WashingOn
Property Information
County Quick Info Directory Departments Emp oy ent Calendar Questions Search Count Home
links. L m— -y-
Common Assessor Home Treasurer Home Information on which Departmen to contact
links:
Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for any particular purpose, either
express or implied. No representation or warranty is made concerning the accuracy, currency, completeness or quality of data
depicted. Any user of this data assumes all responsibility for use thereof, and further agrees to hold Snohomish County harmless from
and against any damage, loss, or liability arising from any use of this data.
Date/Time: 1/21/2004 10:23:53 AM If you have questions, comments or suggestions, please Contact Us.
Return to Prope[ty Information Entry pa-ge Answers to Frequently Asked Questions about Parcel Data (opens as
new window)
Parcel Number 27040700104100 Prev Parcel 07270410410007
Reference
11 View Map of this parcel (opens as new window])
Links to property information below
• General Information Names & Addresses, Property Legal Description
• Treasurer's Tax Information Total Current Year's Taxes and other information
.- - 1 ...... ..... . . .... ....... . . . . . __
• Assessor's Prope!ly Values Market Values, Current Use Vales (if any)
* Assessor's Properly Characteristics Tax Code Area, Neighborhood, use code, parcel size
• Assessors Structure(s) Data
• Assessor's Properly Sales
9 Assessors Mapping Information
Data related to the structures on a parcel
Sales recorded since 7/31/1999
Traditional and Interactive maps
General Information
Taxpayer Name 11 Address (contact the Treasurer if you have questions)
SHANKS SCOTT 118430 TALBOT RD --- EDMONDS, WA 98020
. If the above mailing address is incorrect and you want to make a change, see the information on Name and
Address Chan * ggs
Owner Name 11 Address (contact the Assessor if you have questions)
SHANKS SCOTT 118430 TALBOT RD --- EDMONDS, WA 98020
Street (Situs) Address (contact the Assessor if you have questions) ,
UNKNOWN - - - J--7/ " L9 -
Parcel Legal Description 40,3 -7 T
SEC 07 TWP 27 RGE 04 RT- 10) BEG SW COR GOVT LOT 2 TH N44* 16 50E 509.74FT TPB TH
CONT N44* 16 50E 90FT TH S45 *43 1 OE 244.5FT TH S44* 16 50W 90FT TH N45 *43 1 OW 244.5FT
TPB
Go to top qf—pqgg
Treasurer's Tax Information
http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpinqO2-ParcelData.asp?PN=270... 1/21/2004
Snohomish County, WA Asse 0 Parcel Data 0 Page 2 of 2
Taxes If you have questions about taxes owing, please contact the Treasurer's office (opens as new
window)
2003 Taxes for this parcel $2,928.31
(Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges, if any, are not
included.)
To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to
request it by phone.
Go to top of page
Assessor's Property Data Characteristics and Value Data below are for 2003 tax year.
ff you have questions about property characteristics or values, please contact the Assessor's Office
Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons
Values exemption.
Reductions for exemptions are made on the property tax bill.
Tax Year 2004 Market Land $345,000 Market Improvement $0 Market Total $345,0001
Go to top of page
Property Characteristics
Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window)
Use Code 910 Undeveloped (Vacant) Land
Size Basis ACRE Size 0.50
Go to top of page
Property Structures
No structures found for this parcel
Go to top of page
Property Sales since 7/31/1999
Explanation of Sales Information (opens as new window)
Transfer Receipt Sales Price Excise Deed
Date Date Number Type
8/6/2003 8/12/2003 $375,000 376935 W
Go to top-gf pagg
Grantor (Seller) Grantee (Buyer) Other
Parcels
SANAI SASSAN & VIVECA SHANKS SCOTT No
Property Maps Township/Range/Section/Quarter, links to maps
Neighborhood 1504000 Explanation of Neighborhood Code (opens as new window)
Township 27 Range 04 Section 07 Quarter NE Find parcel maps for this Township/Rancle/Section
jJ Vic-tv Map of this parcel (opens as new window
J) I
http://web5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPrpInqO2-PareelData.asp?PN=270... 1/21/2004
Map of Snohomish County, W 0 0
Page I of I
Lj
� � 4i-4't'
http://gis.co.snohomish.wa.us/maps/Property/MapFrame.htm
1/21/2004
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fax Transmission
Number of Pages
Fax Number (206) 533-2164
Please Deliver to: Paul Stromme
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21040700104100
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WHO URGES YOU TO SHOP FOR THE BEST SERVICE AVAILABLE.
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.Phone: (425).258--3683 Yacsimile: (425).259-8242
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_IPREPAREDBY : 'BRENT AUNE
Date '1/27/2004
Parcels -46
Report .: TTARM.TCF
Sort PARCEL
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Parcel Number ... 46
27 0407 001030 00
27 0407 00103100
27 0407 001029 00
27 0407 001028 00
27 0407 001026 00
27 0407 001027 00
27 0407 001042 00
27 0407 001045 00
27 0407 001043 00
27 0407 001044 00
27 0407 001072 00
27 0407 001073 00
27 0407 001074 00
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27 0407 001024 00
27 0407 001025 00
27 0407 001004 00
27 0407 001047 00
27 0407 001048 00
VNIN vellicifes TIT11 WNIN PL 81 CIM # A ON TIT11 AMINS
27 0407 001049 00
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27 0407 001035 00
27 0407 001034 00
27 0407 001040 00
27 0407 001038 00
27 0407 001039 00
0 MetroScan / Snohomish (WA) 0
Owner
Monson Family
Parcel
00 5660 000 001 OOi6O 000 00100 09
Site
7708 171st St SW Edmonds 98026
Xferd
07/01/2003
Mail
18032 73rd Ave W Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
ToM V
$253,200 YB : 1964
RTSQ
:04E -27N -07 -NE
Plat
-Sea Lawn Terrace Div A
Bedrm: 3 BthF3H: 3 / Stories: .2
SqFt:.2,208
Ac:
.27 Ph:
Owner
: Guskin A E/Lashell L M Trust
Parcel
00 5660 000 002 OW60 000 002 00 08
Site
:'7724 171st St SW Edmonds 98026
Xferd
04/03/2002
Mail
19109 36th Ave W #207 Lynnwood Wa 98036
Price
Use
111 Res,Single Family Res,Detached
ToM V
$247,900 YB: 1968
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div A
Bedrm:
�4 Bth F3H: 3 Stories 1
SqFt 2,812
Ac:
.31 Ph:
Owner
Villacis Boliver
Parcel
00 5660 000 003 OOi6O 000 003 00 07
Site
17811 Sea Lawn Dr Edmonds 98026
Xferd
07/31/2003
Mail
:807 52nd PI SW Everett Wa 98203
Price
$165,000
use
: 111 Res,Single Family Res,Detached
ToOV
$283,200 YB : 1962
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div A
Bedrm:
4 Bth F3H: I / /1 Stories 1
SqFt: 1,917
Ac:
.27 Ph:
Owner
Dunne Leo J & Elizabeth C
Parcel
00 5660 000 004 OOi6O 000 004 00 06
Site
17120 Sealawn Dr (No Mai I ) Edmonds 98026
Xferd
08/01/1989
Mail
17120 Sealawn Dr (No Mail ) Edmonds Wa 98026
Price
:$140,000
Use
111 Res,Single Family Res,Detached
Tot,4 V
$321,300 YB: 1963
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div A
Bedrm:
4 Bth F3H: 2 / /1 Stories : 1
SqFt: 3,476 Ac:
.30 Ph:
Owner Demaris E Joe/Charlotte S
Site 17121 Sealawn Dr Edmonds 98026
Mail 17121 Sealawn Dr Edmonds Wa 98026
Use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrm: 3 Bth F3H: 2 / /1 Stories 1
SqFt: 1,744
Parcel
Xferd
Price
ToL4 V
Plat
Ac:
00 5660 000 005 00-)60 000 005 00 05
10/23/1996
$193,000 Full
$193,600 YB: 1966
Sea Lawn Terrace Div A
.28 Ph:
Owner
Paterson Craig D/Stella B
Parcel
00 5660 000 006 00-)60 000 006 00 04
Site
17109 Sealawn Dr Edmonds 98026
Xferd
03/10/2000
Mail
12770 Gateway Dr Seattle Wa 98168
Price
$355,000 Full
Use
111 Res,Single Family Res,Detached
ToM V
$217,500 YB: 1964
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div A
Bedrm: 5 Bth F3H: 2 /1 Stories 1
SqFt: 3,170
Ac:
.34 Ph:
Owner
Sullivan Michael
Parcel
: 00 5660 000 007 OOi6O 000 007 00 03
Site
17101 Sealawn Dr Edmonds 98026
Xferd
:12/01/1985
Mail
17101 Sealawn Dr Edmonds Wa 98026
Price
$104,500
Use
111 Res,Single Family Res,Detached
Tot,4 V
$234,200 YB: 1965
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div A
Bedrm: 4 Bth F3H: 2 / /1 Stories: 2
SqFt: 2,636
Ac:
.31 Ph: 425-672-4734
Owner
Storm Sandra J
Parcel
: 00 5661000 001 W61 000 00100 08
Site
17130 Sealawn Dr Edmonds 98026
Xferd
:11/04/1997
Mail
17130 Sealawn Dr Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
TW V
$287,000 YB: 1963
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div B
Bedrm:
4 Bth F3H: 2 / /1 Stories : 1
SqFt: 2,744 Ac:
.30 Ph: 425-775-8172
Information compiledfrom various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness of information contained
in this report.
* MetroScan /Snohomish (WA) 0
Owner Danielson Shirlee H
Site 17140 Sealawn lir Edmonds 98026
Mail 171450 Sealawn Dr Edmonds Wa 98026
Use 111 Res,Single Family Res,Detached
RTSQ :04E -.27N -07 -NE
Bedrin: 4 Bth F3H: 3 / Stories : 1
Parcel : 00 5661000 002 OW61 000 002 00 07
Xferd :11/27/2002
Price
To M V $311,800 YB: 1967
Plat Sea Lawn Terrace Div B
SqFt:'2,818 Ac: .32 Ph:
Owner
Fishback Herbert 0 Iv;Harper Layne A
Parcel
00 5661000 003 00' )61000 003 00 06
Site
17150 Sealawn Dr Edmonds 98026
Xferd
09/27/1991
Mail
17150 Sealawn Dr Edmonds Wa 98026
Price
$205,000 Full
Use
111 Res,Single Family Res,Detached
Tot,4 V
$250,300 YB: 1963
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div B
Bedrm :
3 BthF3H: 2 / A Stories : 1
SqFt: 2,400 Ac:
.31 Ph:
Owner
Cohen A] Ian A/Barbara A
Parcel
00 5661000 008 Offi6l 000 008 00 01
Site
17151 Sealawn Dr Edmonds 98026
Xferd
09/12/1997
Mail
17151 Sealawn Dr Edmonds Wa 98026
Price
$295,000 Full
Use
111 Res,Single Family Res,Detached
ToL4 V
$332,400 YB: 1972
RTSQ
:04E -.27N -07 -NE
Plat
Sea Lawn Terrace Div B
Bedrm:
3 BthF3H: 3 / Stories : 1
SqFt: 3,486 Ac:
.27 Ph:
Owner
Radli Ester
Parcel
: 00 5661000 009 OOi6l 000 009 00 00
Site
17141 Sealawn Dr Edmonds 98026
Xferd
:10/01/1987
Mail
17141 Sealawn Dr Edmonds Wa 98026
Price
$158,000
Use
111 Res,Single Family Res,Detached
Tot,4 V
$281,800 YB: 1971
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div B
Bedrm:
3 Bth F3H: 2 / /1 Stories 1
SqFt: 2,386
Ac:
.30 Ph: 425-771-2775
Owner
Vanswearingen Donald H/Dana S
Parcel
00 5661000 010 OW61 000 010 00 07
Site
17131 Sealawn Dr Edmonds 98026
Xferd
05/29/2002
Mail
17131 Sealawn Dr Edmonds Wa 98026
Price
$399,950
Use
111 Res,Single Family Res,Detached
ToM V
$272,700 YB: 1983
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div B
Bedrm:
3 Bth F3H: 3 / Stories: 2
SqFt: 2,234
Ac:
.36 Ph:
Owner
Metcalfe James C/Karen A
Parcel
00 5661000 011 OOi6l 000 01100 06
Site
17127 Sealawn Dr Edmonds 98026
Xferd
03/07/1994
Mail
17127 Sealawn Dr Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
Tot,4 V
$228,800 YB: 1966
RTSQ
:04E -27N -07 -NE
Plat
Sea Lawn Terrace Div B
Bedrm:
3 Bth F3H: 2 /1 Stories 1
SqFt: 2,621
Ac:
.28 Ph:
Owner
Charlson Clinton N & Dorothy J
Parcel
00 5662 000 005 OOi62 000 005 00 03
Site
17161 Sealawn Dr Edmonds 98026
Xferd
06/01/1986
Mail
17161 Sealawn Dr Edmonds Wa 98026
Price
$82,000
Use
111 Res,Single Family Res,Detached
TWAV
$337,000 YB: 1987
RTSQ
:04E -27N -07 -SE
Plat
Sea Lawn Terrace Div C
Bedrm: 3 Bth F3H: 2 / /1 Stories 1
SqFt: 2,634
Ac:
.30 Ph:
Owner
Kessler Dean R/Andrea Velasquez
Parcel
00 5662 000 006 00-)62 000 006 00 02
Site
17170 Sealawn Dr Edmonds 98026
Xferd
04/30/1996
Mail
17170 Sealawn Dr Edmonds Wa 98026
Price
$297,000 Full
Use
111 Res,Singie Family Res,Detached
TotA V
$340,000 YB: 1970
RTSQ
:04E -27N -07 -SE
Plat
Sea Lawn Terrace Div C
Bedrm:
4 Bth F3H: 3 Stories : 1
SqFt: 3,353 Ac:
.27 Ph: 425-670-6574
Information compiled from various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness of information contained
in this report.
* MetroScan /Snohomish (WA) 0
Owner
Roberts Daniel A/Judie A
Parcel
00 5944 000 00100)44 000 00100 07
Site
8005 Talbot Rd Edmonds 98026
Xferd
07/20/1995
Mail
8005 Talbot Rd Edmonds Wa 98026
Price
$1,030,000 Ful I
Use
111 Res,Single Family Res,Detached
To tA V
$808,800 YB : 1950
RTSQ
:04E -.'27N -07 -SE
Plat
Talbot Park
.Bedrm :
.4 Bth F3H: -4 / Stories : 2
SqFt: 5,500 Ac
: L22 Ph
Owner
Pedersen Todd
Parcel
00 6816 000 004 00316 000 004 00 07
Site
17210 77th Ave W Edmonds 98026
Xferd
07/01/1990
Mail
17210 77th Ave W Edmonds Wa 98026
Price
$310,000
Use
111 Res,Single Family Res,Detached
TWA V
$291,200 YB: 1979
RTSQ
:04E -27N --07 -SE
Plat
Talbot Glen
Bedrnz :
4 BthF3H: 3 / Stories : 1
SqFt : 3,206 Ac:
.28 Ph
Owner Thomas Susan M;+
Site 7707 171st St SW Edmonds 98026
Mail 18429 43rd P1 W Lynnwood Wa 98037
Use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrm: 3 Bth F3H:.2 / Stories:.2
Parcel 27 0407 001004 00727 041004 00 02
Xferd 07/25/2001
Price $92,160
ToLAV $265,400 YB : 1949
Plat
SqFt: 2,050 Ac: 2.01 Ph: 425-776-9231
Owner
Weber George P & Alice P
Parcel
27 0407 001023 00727 041023 00 09
Site
17006 Talbot Rd Edmonds 98026
Xferd
07/01/1971
Mail
17006 Talbot Rd Edmonds Wa 98026
Price
$72,682
Use
111 Res,Single Family Res,Detached
Tot,4 V
$665,700 YB: 1957
RTSQ
:04E -27N -07 -NE
Plat
Bedrm:
3 Bth F3H: 4 / Stories : 1
SqFt: 3,110 Ac: 1.10 Ph:
Owner Shields Ben P/Teresa R
Site 7921 Talbot Rd Edmonds 98026
Mail 7921 Talbot Rd Edmonds Wa 98026
Use 111 Res,Single Family Res,Detacbed
RTSQ :04E -27N -07 -NE
Bedrm: 5 Bth F3H: 5 / Stories 1
SqFt: 3,964
Parcel
Xferd
Price
ToM V
Plat
Ac:
: 27 0407 001024 00727 041024 00 08
:03/11/1994
: $725,000 Full
:$722,500 YB: 1961
. :
.81 Ph:
Owner
Andree David J & April T
Parcel
27 0407 001025 00727 041025 00 07
Site
7931 Talbot Rd Edmonds 98026
Xferd
04/01/1990
Mail
7931 Talbot Rd Edmonds Wa 98026
Price
$286,000
Use
111 Res,Single Family Res,Detached
ToM V
$349,300 YB: 1951
RTSQ
:04E -27N -07 -NE
Plat
Bedrm:
4 Bth F3H: 4 /1 Stories 2
SqFt: 4,419
Ac:
.28 Ph: 425-775-2927
Owner
Annand Donald E
Parcel
27 0407 001026 00727 041026 00 06
Site
16922 Talbot Rd Edmonds 98026
Xferd
Mail
16922 Talbot Rd Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
To tA V
$355,900 YB: 1972
RTSQ
:04E -27N -07 -NE
Plat
Bedrm: 3 BthF3H: 3 / Stories 1
SqFt: 2,175
Ac:
.30 Ph:
Owner Leetsch Mack
Site 17126 Talbot Rd Edmonds 98026
Mail 17122 Talbot Rd Edmonds Wa. 980216
Use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrm: 3 Bth F3H: 3 / Stories : 1
Parcel 27 0407 001027 00727 041027 00 05
Xferd 05/01/1973
Price
ToM V $350,100 YB: 1963
Plat
SqFt: 2,079 Ac: .32 Ph: 425-775-2949
Information compiledfrom various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness of information contained in this report.
0 MetroScan /Snohomish (WA) 0
Owner
:*Richardson Frederick & Rosemarie
Parcel
27 0407 001028 00727 041028 00 04
Site
17102 Talbot Rd Edmonds 98026
Xferd
02/03/1999
Mail
17102 Talbot Rd Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
ToM V
$369,200 YB: 1959
RTSQ
:04E �27N --07 -NE
�Plat
Bedrm:
3 Bth F3H: 3 Stories I
SqFt: 3,199
Ac:
.31 Ph:
Owner
Gerth Louise
Parcel
27 0407 001029 00727 041029 00 03
Site
17030 Talbot Rd Edmonds 98026
Xferd
Mail
17030 Talbot Rd Edmonds Wa 98026
Price
Use
111 Res,Single Family Res;Detached
"To M V
$361,300 YB: 1959
RTSQ
:04E -27N -07 -NE
Plat
.Bedrm:
3 Bth F3H: 2 Stories 1
SqFt:.'2,640
Ac:
.28 Ph:
Owner
Alsaker Alfred
Parcel
27 0407 001030 00727 041030 00 00
Site
17020 Talbot Rd Edmonds 98026
Xferd
Mail
17020 Talbot Rd Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
ToM V
$352,000 YB: 1967
RTSQ
:04E 27N -07 -NE
Plat
Bedrm:
3 BthF3H: 2 Stories 1
SqFt: 2,024
Ac:
.42 Ph:
Owner
Rothaus Jacqueline J
Parcel
27 0407 00103100727 04103100 09
Site
16912 Talbot Rd Edmonds 98026
Xferd
Mail
16912 Talbot Rd Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
Tot4V
$524,200 YB: 1948
RTSQ
:04E -27N -07 -NE
Plat
Bedrm:
3 BthF3H: 2 Stories 1
SqFt: 2,265
Ac:
.81 Ph:
Owner
Olson Eric
Parcel
27 0407 001034 00727 041034 00 06
Site
7808 17 Ist St SW (No Mail ) Edmonds 98026
Xferd
02/19/1998
Mail
:7808 171st St SW (No Mail ) Edmonds Wa 98026
Price
:$217,000
Use
: 111 Res,Single Family Res,Detached
ToM V
$321,700 YB: 2000
RTSQ
:04E -27N -07 -NE
Plat
Bedrin:
3 BthF3H: 2 / /I Stories : 2
SqFt: 2,716
Ac:
.27 Ph: 425-775-3282
Owner
Christophilis Anastasious G
Parcel
: 27 0407 001035 00727 041035 00 05
Site
17017 Talbot Rd Edmonds 98026
Xferd
:11/01/1979
Mail
17017 Talbot Rd Edmonds Wa 98026
Price
$120,000
use
111 Res,Singie Family Res,Detached
Tot,4V
$637,400 YB: 1986
RTSQ
:04E -27N -07 -NE
Plat
Bedrm:
4 Bth F3H: 4 /2 Stories: 2
SqFt: 6,102
Ac:
.48 Ph:
Owner
Paschall Richard P
Parcel
27 0407 001036 00727 041036 00 04
Site
7804 171st St SW Edmonds 98026
Xferd
07/03/2003
Mail
'214421 N`W Market St #333 Seattle Wa 98107
Price
$326,000
Use
111 Res,Single Family Res,Detached
Tot.4 V
$197,600 YB: 1955
RTSQ
:04E -27N -07 -NE
Plat
Bedrm: 3 Bth F3H: 1 /1 Stories 1
SqFt: 1,368
Ac:
.13 Ph:
Owner Carey Steven & Susan
Site 7806 171st St SW Edmonds 98026
Mail 7806 171st St SW Edmonds Wa 98026
Use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrm: 3 Bth F3H: 3 / Stories: 2
Parcel 27 0407 001037 00727 041037 00 03
Xferd 06/01/1986
Price $139,950
ToM V $263,400 YB: 1955
Plat
SqFt: 2,396 Ac: .12 Ph : 425-672-2665
Information compiledfrom various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness ofinformation contained in this report.
0 MetroScan /Snohomish (WA) 0
Owner Leland Harold B
Site 17115 Talbot Rd Edmonds 98026
Mail 17115 Talbot Rd Edmonds Wa 98026
Use 111 Res,Single Family Res,Detached
RTSQ :04E �27N -07 -NE
Bedrin: 3 Bth F3H: 3 / Stories : 1
Parcel 27 0407 001038 00727 041038 00 02
Xferd 05/01/1969
Price $15,000
Tot,4 V $348,300 YB: 1971
Plat
SqFt:,2,250 Ac: .50 Ph:
Owner
: Hjort John L
Parcel
27 0407 001039 00727 041039 00 01
Site
:'17121 Talbot Rd Edmonds 98026
Xferd
03/01/1989
Mail
17121 Talbot Rd Edmonds Wa 98026
Price
$165,500
Use
111 Res,Single Family Res,Detached
Tot,4 V
$387,200 YB: 1951
RTSQ
:04E -27N -07 -NE
Plat
Bedrm:
3 Bth F3H: 3 / /1 Stories : 1
SqFt: 3,549 Ac:
.73 Ph:
Owner
Brothers Thomas J/Sherril M
Parcel
: 27 0407 001040 00727 041040 00 08
Site
17107 Talbot Rd Edmonds 98026
Xferd
:12/07/1995
Mail
17107 Talbot Rd Edmonds Wa 98026
Price
$530,000 Full
Use
111 Res,Single Family Res,Detached
To t,4 V
$532,200 YB: 1952
RTSQ
:04E -,27N -07 -NE
Plat
Bedrm:
4 Bth F3H: 4 / Stories : 1
SqFt: 3,695 Ac:
.67 Ph:
Owner
Beard Mark G & Oleta J
Parcel
27 0407 001042 00727 041042 00 06
Site
16920 Talbot Rd Edmonds 98026
Xferd
04/01/1981
Mail
16920 Talbot Rd Edmonds Wa 98026
Price
$69,821
Use
111 Res,Single Family Res,Detached
TotAV
$927,800 YB: 2001
RTSQ
:04E �27N -07 -NE
Plat
Bedrm:
4 Bth F3H: 3 / /2. Stories 2
SqFt: 5,971
Ac:
.83 Ph: 425-771-6014
Owner
Zeldenrust Richard W
Parcel
27 0407 001043 00727 041043 00 05
Site
16926 Talbot Rd Edmonds 98026
Xferd
Mail
1703 NW Market St Seattle Wa 98107
Price
Use
111 Res,Single Family Res,Detached
Tot,4 V
$353,800 YB : 1951
RTSQ
:04E -27N -07 -NE
Plat
Bedrm
1 Bth F3H: 1 / Stories 1
SqFt: 690
Ac:
.34 Ph:
Owner
Emerson John M/Beverly V
Parcel
: 27 0407 001044 00727 041044 00 04
Site
17004 Talbot Rd Edmonds 98026
Xjerd
:10/12/2001
Mail
17004 Talbot Rd Edmonds Wa 98026
Price
$1,125,000
Use
111 Res,Single Family Res,Detached
ToM V
$349,500 YB: 1961
RTSQ
:04E -27N -07 -NE
Plat
Bedrm
4 Bth F3H: 3 Stories 1
SqFt: 3,136
Ac:
.27 Ph:
Owner
Bohrer Steven
Parcel
27 0407 001045 00727 041045 00 03
Site
17126 Talbot Rd Edmonds 98026
Xferd
07/17/2003
Mail
17126 Talbot Rd Edmonds Wa 98026
Price
$650,000
Use
Ill Res,Single Family Res,Detached
TOLA V
:$467,200 YB: 1972
RTSQ
:04E -27N -07 -NE
Plat
Bedrm
4 Bth F3H: 3 / Stories 2
SqFt: 3,552
Ac:
.27 Ph:
Owner Thorlakson Donald G
Site 17003 Talbot Rd Edmonds 98026
Mail 17003 Talbot Rd Edmonds Wa 98026
Use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrin: 3 Bth F3H: 3 / Stories : 1
Parcel 27 0407 001047 00727 041047 00 01
Xferd
Price
ToL4 V $270,200 YB : 1948
Plat
SqFt: 2,696 Ac: .54 Ph: 425-776-6682
Information compiledfrom various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness of information contained in this report.
0 MetroScan ISnohomish (WA) 0
Owner
Burks Robert & Virginia
Parcel
:_27 0407 001048 00727 041048 00 00
Site
17015 Talbot -Rd Edmonds 98026
Xferd
09/28/1998
Mail
17015'Talbot;Rd Edmonds Wa 98026
Price
$380,000
Use
111 Res,Single Family Aes,Detached
ToM V
:'$332,200 YB: 1978
,RTSQ
:04E �27N -07 -NE
Plat
Bedrm:'3
Bth F3H:,2 / /1 Stories : 1
SqFt: 3,118 Ac:
.21 Ph:
Owner
Andree David J
Parcel
:17 0407 001049 00727 041049 00 09
Site
7711 171st St SW Edmonds 98026
Xferd
:11/01/1989
Mail
7711 171st St SW Edmonds Wa 98026
.-Price
:$161,500
Use
111 Res,Single Family Res,Detached
ToM V
:$215,800 YB: 1971
RTSQ
:04E -27N -07 -NE
'Plat
Bedrin :
.4 Bth F3H: 2 / /1 Stories : I
"SqFt: 1,540 Ac:
.45 Ph:
Owner Hjort Chris
Site 17131 Talbot Rd Edmonds 98026
Mail 17131 Talbot Rd Edmonds Wa 98026
use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrm: 3 Bth F3H: 2 / /1 Stories: 21
Parcel :.27 0407 001065 00727 041065 00 08
Xferd 07/01/1990
Price $50,000
ToM V $290,800 YB : 1997
Plat
SqFt: 2,144 Ac: .32 Ph:
Owner
Fritz Jack & Jill
Parcel
27 0407 001072 00727 041072 00 09
Site
17140 Talbot Rd Edmonds 98026
Xferd
03/23/1998
Mail
17140 Talbot Rd #9 Edmonds Wa 98026
Price
Use
130 Res,Multiple Family,5-99 Units
ToM V
:$432,000 YB: 1961
RTSQ
:04E -27N -07 -NE
Plat
Bedrm
Bth F3H: Stories : 3
SqFt: 5,152 Ac:
.29 Ph:
Owner
Johnson David C & Ingeborg
Parcel
27 0407 001073 00727 041073 00 08
Site
17150 Talbot Rd Edmonds 98026
Xferd
01/08/1997
Mail
17150 Talbot Rd Edmonds Wa 98026
Price
Use
111 Res,Single Family Res,Detached
ToM V
$400,300 YB: 1998
RTSQ
:04E -27N -07 -NE
Plat
Bedrm:
2 Bth F3H: 3 Stories : 1
SqFt: 2,180 Ac:
.29 Ph:
Owner Johnson Chester & Doris
Site 17160 Talbot Rd Edmonds 98026
Mail 17160 Talbot Rd Edmonds Wa 98026
Use 111 Res,Single Family Res,Detached
RTSQ :04E -27N -07 -NE
Bedrm: 3 Bth F3H: 1 / Stories : 1
Parcel 27 0407 001074 00727 041074 00 07
Xferd
Price
ToL4 V $419,700 YB: 1951
Plat
SqFt:1,792 Ac: .39 Ph
Information compiledfi-om various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness of information contained in this report.
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00 5660 000 00100
00 5660 000 002 00
00 5660 000 003 00
Monson
Guskin A E & Lashell L M
Boliver Villacis
18032 73rd Ave W
19109 36th Ave W4207
807 52nd PI SW
Edmonds, WA 98026
Lynnwood, WA 98036
Everett, WA 98203
00 5660 000 005 00
00 5660 000 006 00
00 5660 000 007 00
E Joe & Charlotte Demaris
Craig & Stella Paterson
Michael Sullivan
17121 Sealawn Dr
12770 Gateway Dr
17101 Sealawn Dr
Edmonds, WA 98026
Seattle, WA 98168
Edmonds. WA 98026
00 5661000 00100
00 5661000 002 00
00 5661000 003 00
Sandra Storm
Shirlee Danielson
Herbert Iv Fishback & Layne Harper
17130 Sealawn Dr
171450 Sealawn Dr
17150 Sealawn Dr
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
00 5661000 008 00
00 5661000 009 00
00 5661000 010 00
Allan & Barbara Cohen
Ester Radii
Donald & Dana Vanswearingen
17151 Sealawn Dr
17141 Sealawn Dr
17131 Sealawn Dr
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
00 5661000 01100
00 5662 000 005 00
00 5662 000 006 00
James & Karen Metcalfe
Clinton & Dorothy Charlson
Dean & Andrea Velasquez Kessler
17127 Sealawn Dr
17161 Sealawn Dr
17170 Sealawn Dr
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
00 5944 000 00100
00 6816 000 004 00
27 0407 001004 00
Daniel & Judie Roberts
Todd Pedersen & Ohio Savings Bank
Susan Thomas
8005 Talbot Rd
17210 77th Ave W
18429 43rd PI W
Edmonds, WA 98026
Edmonds, WA 98026
Lynnwood, WA 98037
27-0407 001023 00
27 0407 001024 00
27 0407 001025 00
George & Alice Weber
Ben & Teresa Shields
David & April Andree
17006 Talbot Rd
7921 Talbot Rd
7931 Talbot Rd
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
27 0407 001026 00
27 0407 001027 00
27 0407 001028 00
Donald Annand
Mack Leetsch
Frederick & Rosemarie Richardson
16922 Talbot Rd
17122 Talbot Rd
17102 Talbot Rd
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
27 0407 001029 00
27 0407 001030 00
27 0407 00103100
Louise Gerth
Alfred Alsaker
Jacqueline Rothaus
17030 Talbot Rd
17020 Talbot Rd
16912 Talbot Rd
Edmonds, WA 98026
Edmonds, WA 98026
Edmonds, WA 98026
27 0407 001035 00
27 0407 001036 00.
27 0407 001037 00
Anastasious Christophilis
Richard Paschall & Denise Donnelly
Steven & Susan Carey
17017 Talbot Rd
2442 NW Market St #333
7806 171st St SW
Edmonds, WA 98026
Seattle, WA 98107
Edmonds, WA. 98026
0
27 0407 001038 00
Harold Leland
17115 Talbot Rd
Edmonds, WA 98026
.27 0407 001042 00
Mark & Oleta Beard
16920 Talbot Rd
Edmonds, WA 98026,
27 0407 001045 00
Steven Bohrer
17126 Talbot Rd
Edmonds, WA 98026
27 0407 001049 00
David Andree
7711 171st St SW
Edmonds, WA 98026
27 0407 001073 00
David & Ingeborg Johnson
17150 Talbot Rd
Edmonds, WA 98026
7,-7 OqO7 o0i 031f 00
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27 0407 001039 00
John Hjort
17121 Talbot Rd
Edmonds, WA 98026
27 0407 001043 00
.Richard Zeldenrust
1703 NW Market St
Seattle, WA 98107
27 0407 001047 00
Donald Thorlakson
17003 Talbot Rd
Edmonds, WA 98026
27 0407 001065 00
Chris Hjort
17131 Talbot Rd
Edmonds, WA 98026
27 0407 001074 00
Chester & Doris Johnson
17160 Talbot Rd
Edmonds, WA 98026
.27 0407 601040 00
Brothers Thomas J & Sherri] M
17107 Talbot Rd
Edmonds, WA 98026
:27 0407 001044 00
John.& Beverly Emerson
17004 Talbot Rd
Edmonds, WA 98026
.27 0407 001048 00
Robert & Virginia Burks
17015 Talbot Rd
Edmonds, WA 98026
27 0407 001072 00
Jack & Jill Fritz
17140 Talbot Rd #9
Edmonds, WA 98026
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ENGINEERING DRAMAGE REPORT
fcr
Shanks Residence
171xx Talbot Road
Edmonds, Washington
City of Edmonds File No.
q
Prepared By: Robert L. Long, PE
JanuaN,,2004
0 o
�71 � Q-Z)
JAN, 3 52'�"`
PERMIT COUi�fER
6 1 N E E 4 3 ) 8 U A 4 E Y 0 R 3 z
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4530
ENGINEERING DRAINAGE REPORT
for
Shanks Residence
171xx Talbot Road
Edmonds, Washington
City of Edmonds File No.
January 2004
i
Prepared By: Robert L. Long, PE
M =�()
E 9 0 1 N & 6 R 8 1 8 U R V E Y 0
�� M 66 z
Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA FILE NO: 4530
INTRODUCTION
This report was prepared to support the building permit application submission to City of
Edmonds for the construction of a single family resident. The primary issues of concern
are to address stormwater detention and grading calculations.
TABLE OF CONTENTS
NUMBER OF
SECTION CONTENTS PAGES
A. Project Description ........................................ 1
B. Vicinity Map, Existing Conditions Map, and Site Plan ............... 3
C. Detention Summary & Calculations and Basin Map ............... 5
D. Grading and Erosion Control Summary, Calculations and Soil Map ... 3
Shanks Residence
Lovell-Sauerfand & Associates
January 2004
City of Edmonds
LSA File No. 4530
I
IPROJECT DESCRIPTION:
I
I
I
I
I
I
I
I
I
Site location. The site is located in the NE 1/4 of Section 7, Township 27, Range 4, W.M.
No site address has been assigned site, but it is expected to be 171xx Talbot Road (Tax
Parcel Number 270407-001-041-00).
Site description. The site consists of a rectangled shaped a lot, with an approximate
depth of about 244 feet and 90 feet wide. The area of the site is about 0.50 acres. Access
to the site will be provided off of Talbot Road, adjacent to the site's westerly boundary.
Currently there are.no existing buildings on -site. Topographically the site generally slopes
from east to west. The highest high point of the property is located near the back
northeasterly corner, with the lowest point being located at the front southwest corner.
There is about 28 feet of total drop between the high and low points of the site. An existing
rockery located along the east and the east half of the north property line provides grade
relief. The rockery has a maximum height of about 10 feet (maximum height is located at
the northeast property corner). Additional retaining walls are located along the sites
northerly border along the western half. All retaining structures on-siteappear to be stable,
however additionalanalysis should be p�eformed by a licensed geotechnical engineer prior
to any grading disturbance near the retaining structures. From the SCS soils survey for
Snohomish County, the designated soil is Alderwood Urban Complex (sandy gravelly
loam).
Proposed project. The current proposal is to construct a single-family resident on the -
site. The new resident will install and utilize a private driveway along sites southern
property line for access. A tank (pipe) is proposed to be installed along the west side of
the proposed house (down grade of the proposed improvements). All of the impervious
surfaces from the resident and driveway are proposed to be collect and detained in the
detention tank. An oil/water separator tee (flow control tee) is proposed to provide water
quality for the collected run-off. The discharge from the detention tank will be to the
existing storm drainage system along Talbot Road to an existing cacthbasin located near
the properties southwest corner.
The following list summarizes the proposed detention system, the actual input/output data
is attached.
Detention System = 19 LF of 60" CMP Pipe
Design Storage Volume = 434 cf
Shanks Residence
Lovell-Sauerland & Associates
January 2004
City of Edmonds
LSA File No. 4530
--- I —. b IrN.W.ML MANGE L.W.M. r
NE4 -:C-.,Y/-�Off-
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Vicinity (Parcel) Map
___ ___SE-�-_27-4
Shanks Residence
Lovell-Sauerland & Associates
Januafy 2004
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City of Edmonds
LSA File No. 4530
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Mg&15-IVP"P N)
44��
M 9&17-W
M M55-4' r
(10'OTY OF EDMONDS SEWER EASEMENT
Af. NO, 2121643)
4-/
�4* WROUGHT RON FENCE
+ P WN CONE ��G
AN BR�— SCALE: 1'.2w
do LHAA-MIPT)
a* 00HC. R 0' 20' 4W
NTH ol .000
it I FENCE
BASIS OF BEARINGS
N 4416*5W E AS MEASURED ALQND W .0HUM,.TED
It CONTEMUNE Of OF TALBOT ROAD PER DCEO KAmND,
4 A
LEGEND
EXISTING MONUMENT a OESCM610
0 SET 1/2' X 24' REBAR & CAP
STAMPED 'LSA 22"r
.400
x SET NAH- NTH BRASS WASHER STAMPED 22949'
EX� SEWER mH
nO-O AD�T
4 WRE FENCE
BENCHMARK A DATUM
E.� :OCXX I VAIN
TOP ii.0
T 0 NORTH M OF SENE MANHOLE LOCATED APPROMMATTLY
NW Of MOST NORTHERLY PROPERTY Co"k
EX+ ROCHIRY DA11M ASSUMED
4L tOP-115.1
TOE-111.0
LANDSCAPE
It AREA
NOTES
1. THE LOrATIOX OF UNDENCROUND UJUMS SHONM Ex. 8' W� CONC. FOOINO
HERE APPROXIMATE MY AND DO HOT REJUCT THE ft� MOUND
LOCAMMME ALL U ITIES M OR w THE �T, Of THE EX. ROCnRY
TETN� OWNER � CONTACT TOP-124 3
SU�ECT PROFIXTr. Toe-w j
UlOUTY PUM"R` W THE AREA TO ASMTAjH THE
LOCAIDON � "ePTH w ALL unums.
2. MS MAP DOES NOT PURPORT TO SHKhN — PROPERTY
OMMOVEMENT&
3. PROPERTY SUB&CT TO EASEMENTS. RESTMCIOM
FICORD.
Ex. R�ERY
TOP-123,9
TOE-111.1
LEGAL DESCRIP71ON
ALL THAT PORT" OF �RNNENI LOT 2. SECTION 7. TOWNSHU� 27.
'�v
RANGE 4 EASt W.M.. DESCR�BCD AS FOLLOWS, EX.. E Y
BEG004NUI AT A POINT ON lK EAST MMM OF TALBOT N(NU) 502�74 r TOP :9 2
MET NORTH "18' 5" EAST MOM INTERSECILDN OF EAST MART;N W 6* CHAX�M FENCE TOE. 4 0
TAISXT� ROAD AND SOL'TH � SAU) �NT LOT Z
THENCE CONIRAX NORTH 4416' "' EAST PaW BOUNDARY & TOPOGRAPHY SURVEY
THENCE SOUTH 4S'4SlG* EAST 241.5 MET, +
THENCE SOUTH "la'", WEST
"DOR FOR
THENCE NORTH 4V4TTO' WEST 2".5 MET TO THE TRUE PONT W
KO —ma..
x SCOTT SHANKS
SITUATE IN THE COUNTY OF 9040MMK STATE OF WASMGTCN+ EX- ROCX-R.
lm:ME IN SE1 /4, NE�l /4. SECTION 7. T. 27 N., R. 4 E.. W.M.
TOE
CITY OF EDMONDS
SNOHbMISH COUNTY. WASHINGTON
Lovell-Sauerland & Anociates. Inc.
r46iU""/SUM7O"/Pl�/DMIQPDWNl CONA&UMt.
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1 19400 33rd kmw V., Suits 200 LyumA 1A N= (4S)M-na fts
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IN SEI/4, NEI/4. SECTION 7. T. 27 N.. R. 4 E., W.M.
=f
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= A
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GRADWO WART171M
CALL BEFORE YM) 010: 1-800, =42
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OWNER/Gryn0l"
ENGINEER/SURVEYOR
BASIS Of BEAMNOS
LEGAL DESCRIPTION
STE ADDRESS
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
SITE DEVELOPMENT PLAN
FOR
SHANKS RMDENCE
IN SEI/4, NEII/4. SECTION 7. T. 27 W., R. 4 1-. W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY. WASHIINGTON
11
IDETENTION SUMMARY AND CALCULATIONS:
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Stormwater detention is proposed to be designed to the City of Edmonds standards.
Developments which are under one acer and do not discharge directly or indirectly to a
stream are required to maintain the predeveloped condition peak runoff rate for the 10-
year, and 100-year, 24 hour design storms (with a minimum control orifice size of 5/8").
The SCS method was the type of analysis used for the calculations. WaterWorkSTM
Release 4.13 was the software used to model the detention calculations.' The SCS curve
number calculations represent the pre -developed and post -developed conditions and are
attached. The existing site cover is assumed to be meadow. Due to the relatively small
size of the project area, a conservative estimate of ten (10) minutes for the pre -developed
time of concentration and five (5) minutes for the developed conditions have been
assumed. Additionally, the site's soil type have been identified as Alderwood type C soil
based on the SCS soil survey. The following table is a summary of the detention
calculations, the actual input/output data follow.
Detention Calculation Summary Table:
Recurrence interval:
1 0-Year
100-Year
Existing runoff
0.07 cfs
0.17 cfs
Developed runoff
0.16 cfs
0.27 cfs
Desi n dischar e 1
0.07 cfs
0.17 cfs
Design detention storage
246 cf
434 cf
Shanks Residence
Lovell-Sauerland & Associates
Januafy 2004
N
City of Edmonds
LSA File No. 4530
11
LEVEL POOL TABLE SUMMARY:
MATCH INFLOW -STO- -DIS- -PEAK- OUTFLOWSTORAGE
< - ----- DESCRIPTION-
(cfs) (cfs) -id- -id- -STAGE> id (cfs) VOL (cl)
10 YEAR ..... ..........
0.07 0.16 P1 Cl 94.82 1 0.07 246.78cf
100 YEAR ............
0 17 0.27 P1 C1 97.00 2 0.17 434.70 cf
OUTFLOW AFTER DETENTION:
STAGE FLOW RATE
10 YEAR ......................
94.82 0.07 CIS
100 YEAR .... .......
. 9700 0.17 CfS
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Basin Summary
Existing Conditions:
BASIN ID: E010 NAME: EXISTING 10 YEAR
SCS METHODOLOGY
TOTALAREA....: 0.51Acres; 11ASEFLOWS 0.00cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 2.00inches AREA.- 051Acres O.00Acres
TIMEINTERVAL 10.00min CN 85.00 000
TC : 10.00min 0.00min
ABSTRACTION COEFF 0.20
PEAK RATE: 0.07 cfs VOL: 0.03 Ac-ft TIME: 500 min
BASIN ID: E100 NAME: EXISTING 100 YEAR
SCS METHODOLOGY
TOTAL AREA 0.51 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE TYPE1A PERV IMP
PRECIPITATION 3.00inches AREA.: 0.51Acres O.00Acres
TIME INTERVAL 10.00min GN 85.00 0.00
TC : 10.00min 0.00min
ABSTRACTION COEFF: 0.20
PEAKRATE: 0.17cfs VOL: 0.06Ac-ft TIME: 500min
Developed Conditions:
BASIN ID: D010 NAME: DEVELOPED 10 YEAR
SCS METHODOLOGY
TOTAL AREA 0.51 Acres BASEFLOWS- 0.00cfs
RAINFALLTYPE TYPE1A PERV IMP
PRECIPITATION 2.00inches AREA..: 0.23Acres 0.28Acres
TIMEINTERVAL..: 10.00min CN 86 00 98.00
TC : 5.00min 5.00min
ABSTRACTION COEFF 0.20
PEAK RATE: 0.16cfs VOL: 0.06Ac-ft TIME: 500 min
BASIN ID: D100 NAME: DEVELOPED 100 YEAR
SCS METHODOLOGY
TOTAL AREA... . 0 51 Acres BASEFLOWS- 0 00 cfs;
RAINFALL TYPE TYPEIA PERV IMP
PRECIPITATION 3.00inches AREA.- 0.23Acres 0.28Acres
TIME INTERVAL 10.00min CN 86.00 98.00
TC : 5.00min 5.00min
ABSTRACTION COEFF 0.20
PEAK RATE: 0.27 cfs VOL: 0.09 Ac-ft TIME: 490 min
Shanks Residence
Lovell-Sauerland & Associates
January 200.4
City of Edmonds
LSA File No. 4530
Shanks Residence
SCS Weighted average curve number calculations
LSA No. 4530 Dec 2003
SCS Hydrologic Soils type: --- > C
Total
s.f Ac.
Development Area
22,005 0.505
Existing conditions (areas in square feet)
Collected
Assumptions:
CN:
Undisturbed forest land
76
Second growth forest
81
-
Meadow or pasture
85
22,005
Grass, > 75% coverage
86
-
Grass, > 50% coverage
90
Impervious (House, D/W, and Private Road)
98
-
Total Weighted CN for each basin:
85.0
Pervious:
Area, acres: 0.505
Percent pervious area: 100.0%
Weighted CN: 85.0
Impervious:
Area, acres:
Percent impervious area:
Future conditions
Assumptions:
Undisturbed forest land
Second growth forest
Meadow or pasture
Grass, > 75% coverage
Grass, > 50% coverage
Impervious (House, D/W, Walk and Patio)
Total
Total AC:
0.505
Total sf:
22,005
CN:
76
-
81
85
-
86
10,005
90
-
98 Total =
12,000
Total Weighted CN: 92.5
Pervious:
Total
Area, acres:
0.230
Percent pervious area:
45.5%
Weighted CN:
86.0
Impervious:
Area, acres:
0.275
Percent impervious area:
54.5%
Weighted CN:
98.0
Shanks Residence
Lovell-Sauenfand & Associates
January 2004
City of Edmonds
LSA File No. 4530
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STAGE STORAGE TABLE:
UNDERGROUND PIPE ID No. P1
Description: DETENTION PIPE
Diameter: 5.00 ft. Length: 22,20 ft.
Slope - 0.0050 fttft upstr:
dnstr-
STAGE <-STORAGE->
STAGE -STORAGE-> STAGE -STORAGE-> STAGE <-STORAGE->
(ft)--cf--k-l't- (ft)--cf--k-l't- (ft)--cf--k-Ft- (ft)--Cf--Ac-Ft-
92.00 0.0000 O.00GO
93.40 94.449 0.0022
94.80 245.04 0.0056
96.20 386.24 0.0089
92.10 0.9371 0.0000
93.50 104.40 0.0024
94.90 256.06 0.0059
96.30 394.39 0.0091
92.20 3.7982 0.0001
93.60 114.56 0.0026
95.00 267.01 0.0061
96.40 402.11 0.0092
92.30 8.0271 0.0002
93.70 124.90 0.0029
95.10 277.89 0.0064
96.50 409.34 0.0094
92.40 13.220 00003
93.80 13540 00031
9520 28867 00066
9660 416.02 0.0096
9250 19182 00004
9390 146.05 0.0034
9530 29933 0.0069
96.70 422.05 0.0097
92.60 25.793 0.0006
94.00 156.81 0.0036
95.40 309.85 0.0071
96.80 427.34 0.0098
92.70 32.966 0.0008
94.10 167.68 0.0038
95.50 320.21 0.0074
96.90 431.69 0.0099
92.80 40-633 0.0009
9420 178.63 00041
9560 33039 00076
9700 434.69 0.0100
92.90 48.740 0.0011
94.30 189.64 0.0044
95.70 340.36 0.0078
97.10 435.90 0.0100
93.00 57.241 0.0013
94.40 200.70 0.0046
96.80 350.11 0,0080
97.20 435.90 0.0100
93.10 66.096 0.0015
94.50 211.79 0.0049
95.90 359.60 0.0083
93.20 75.269 0.0017
94.60 222.89 0.0051
96.00 368.81 0.0085
93.30 84.730 0.0019
94.70 233.98 0.0054
96.10 377.70 0.0087
Calculated Pipe = 22.2 ft. of 5.0 ft. diameter pipe.
Additional Storage provided in CB Manholes:
1 - Type 2 CB Manholes (48 inch)
Volume in active 5.0 ft. = [ (3.14) x (2)2 X (5)]
Volume = 62.8 c.f.
Additional Storage in 24 in. connector pipe:
1- 2 ft. of 24" pipe
Volume = ( (3.14) X (1)2
Volume = 3.14 c.f.
Total Additional Storage
Volume = 65.94 c.f.
Equivalent Length of 5.0 ft. diameter pipe = (65.94) / [(3.14) x (2.5)2
Length = 3.36 feet.
Net Required pipe = 19 feet of 5.0 ft. diameter pipe
Shanks Residence
Lovell-Sauerland & Associates
January 2004 E
z
City of Edmonds
LSA File No. 4530
STAGE DISCHARGE TABLE:
COMBINATION DISCHARGE ID No. Cl
Description: CONTROL STRUCTURE
Structure: 01 Structure:
Structure: Rl Structure:
STAGE -DISCHARGE- STAGE <-DISCHARGE->
STAGE -DISCHARGE- STAGE <-DISCHARGE->
-ft- -- (ft) -ds- R --cfs- - (ft) --cfs-
92.00 0.0000 93.80 0.0569 -
95.60 0.1222
97.40 1.2386
92.10 0.0134 93.90 0.0584
9570 0.1260
97.50 1.3665
92.20 0.0190 94.00 0.0600
95.80 0.1297
97.60 1.4823-
92.30 0.0232 94.10 0.0614
95.90 0.1331
97.70 1.5890
92.40 0.0268 94.20 0.0629
96.00 0.1365
97.80 1.6884
92.50 0.0300 94.30 0.0643
96.10 0.1398
97.90 1.7818
92.60 0.0328 94.40 0.0657
96.20 0.1429
98.00 1.8703
92.70 0.0355 94-50 0.0670
96.30 0.1460
98.10 1.9546
92.80 0.0379 94.60 0.0684
96.40 0.1490
98.20 2.0352
92.90 0.0402 94.70 0.0697
96.50 0.1519
98.30 2.1125
93.00 0.0424 94.80 0.0710
96.60 0.1547
98.40 2.1870
93.10 0.0445 94.90 0.0830
96.70 0.1575
98.50 2.2589
93.20 0.0464 95.00 0.0921
96.80 0.1602
98.60 2.3285
93.30 0.0483 95-10 0.0988
96.90 01629
98.70 2.3960
93.40 0.0502 95.20 0.1044
97.00 0.1655
98.80 2.4616
93.50 0.0519 95.30 0.1094
97.10 0.6996
98.90 2.5254
93.60 0.0536 95.40 0.1139
97.20 0.9223
99.00 2.5876
93.70 0.0553 95.50 0.1182
97.30 1.0938
MULTIPLEORIFICE IDNo.Ol
Descri,lion: CONTROL ORIFICE
Outlet Elev: 92.00
Elev: 92.00 ft Orifice Diameter: 1.2500 in.
Elev: 94.85 ft Orifice 2 Diameter: 1.3330 in.
STAGE <-DISCHARGE- STAGE <-DISCHARGE->
STAGE -DISCHARGE-> STAGE <-DISCHARGE->
R --fs-- -- (ft) --crs- R
--cfs- - (ft)
-cfs-
92.00 0.0000 93.80 0.0569
95.60 0.1222
97.40 0.1755
92.10 0.0134 93.90 0.0584
95.70 0.1260
97.50 0.1779
92.20 0.0190 94.00 0.0600
92.30 0.0232 94.10 0.0614
95.80 0.1297
95.90 0.1331
97.60 0.1803
97-70 0.1826
92.40 0.0268 94.20 0.0629
96.00 0.1365
97.80 0.1849
92.50 0.0300 94-30 0.0643
96.10 0.1398
97.90 0.1872
92.60 0.0328 94.40 0.0657
96.20 0.1429
98.00 0.1894
92,70 0,0351 14,50 0,0670
92.80 O�0379 94.60 0.0684
16,30 0* 1460
96.40 0.1490
91,11 0,1917
98-20 0.1938
92.90 0.0402 94.70 0.0697
96.50 O� 1519
98.30 0.1960
93.00 0.0424 94.80 0.0710
96.60 0.1547
98.40 0.1981
93.10 0.0445 94.90 0.0830
96.70 0.1575
98.50 0.2002
93.20 0.0464 95.00 0.0921
93.30 0.0483 95-10 0.0988
96.80 0.1602
96.90 0.1629
98.60 0,2023
98.70 0.2044
93.40 0.0502 95.20 0.1044
97.00 0.1655
98.80 0.2064
93.50 0.0519 95.30 0.1094
97.10 0.1681
98.90 0.2084
93.60 0.0536 95.40 0.1139
97.20 0.1706
99.00 0.2104
93.70 0.0553 95-50 0.1182
97.30 0.1731
RISER DISCHARGE ID No. RI
Description: OVERFLOW RISER
Riser Diameter (in): 8.00 elev: 97.00 ft
Weir Coefficient 9.739 he�ht: 99.00 ft
Orif Coefficient 3.782 increm: 0. 10 ft
STAGE -DISCHARGE- STAGE <-DISCHARGE--> STAGE <-DISCHARGE-.> STAGE <-DISCHARGE->
(ft) --- cfs- - (ft) --cf-s - (ft) --cfs- - (ft) --- cls-
97.00 0.0000 97.50 1.1886
98.10 1.7629
98.70 2.1916
97.00 0.0000 97.60 1.3020
98.20 1.8413
98.80 2.2551
97.10 0.5315 97.70 1.4063
98.30 19165
9890 23169
97.20 0.7517 97.80 1.5034
9840 19889
99.00 2.3771
97.30 0.9207 97.90 1.5946
98.50 2.0587
99.00 2.3771
97.40 1.0631 98.00 1.6809
98.60 2.1262
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Shanks Residence
Lovell-Sauerland & Associates
January 2004
N 1111111= 0
...6.. 1 iw �E
City of Edmonds
LSA File No. 4530
I I
IGRADING AND EROSION CONTROL SUMMARY AND CALCULATIONS:
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This project will require grading to construct the propos , ed driveway and utilities, including
the storm detention system. Standard erosion control measures are proposed to be used
during construction. The primary erosion and sediment control BIVIP during construction
will be proper soil stabilization methods. Exposed soils shall be stabilized by application
of effective BlVlPs that protect the soil from the erosive forces of raindrops, flowing water,
and wind. Applicable practices include, but not limited to, temporary and permanent
seeding, sodding, mulching, plastic covering, erosion control fabrics, matting, soil
application of polyacrylamide (pam) , the early application of gravel base on areas to be
paved, and dust control. The contractor shall select a soil stabilization method best suited
for the particular situation. Stock piles must be stabilized and protected with sediment
trapping measures. In addition, site containment of exposed soils shall be sustained by
using silt fence barriers along the down -slope boundaries of the site's disturbance areas.
See the site development plan for details.
Estimated grading cakulations: The following grading quantity estimations were
calculated using the average slice area method. The calculations are approximate (see
attach calculation worksheet). The quantities listed are for the permitting process only and
should not be considered precise amounts for bidding purposes. The estimated grading
quantities are:
Cut: 1,700 CY
Fill: 50 CY
Conclusion: Included in the site development construction plans are detail grading and
drainage improvement details. With proper installation, maintenance and inspections of
the proposed construction the project should have minimal impact to the environment.
Shanks Residence
Lovell-Sauerland & Associates
January 2004
City of Edmonds
LSA File No. 4530
j
Grading Quantity Estimation
Shanks Residence
LSA No.4530
On -site Grading
Cut Area
Fill Area Volume of
Volume of
Volume of
Volume of
Elevation at Elev.
------------------------ s ---------
at Elev. Cut, CF
- -- - ------------------- ---- ----
Fill, CF
--- - ---------------------
Cut, CY
- - - - ------ --------
Fill, CY
- --- - -------- - --
95 0
0 0
0
0
0
96 50
0 25
0
1
0
98 110
0 160
0
.6
0
100 110
0 220
0
8
0
102 110
0 220
0
8
0
104 2,500
0 2,610
0
97
0
106 9,750
0 12,250
0
454
0
108 7,000
0 16,750
0
620
0
110 2,800
0 9,800
0
363
0
112 450
0 3,250
0
120
0
113 0
0 225
0
8
0
45,510
0
1,686
0
APPROXIMATION:
CUT = 1,700 C.Y.
FILL = 50 C.Y.
Shanks Residence
Lovell-Sauerland & Associates
January 2004
City of Edmonds
LSA File No. 4530
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315 000 FEET
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IN SE1/4, NE1/4, SECTION 7, T. 27 N.2 R. 4 E., W.M.
C-3
Nn 4-
4�,
464
1(3 A\
EX. SSM
TOP 100.00
INV 92.44
EX. C8
3/4- WATER METER TOP 100. 12
W/ 1 SERVICE LINE INV 98.15-12" CONC. (N)
INV 98.22-8" PVC (E)
YAD VV WATED MCD 1.
CITY STANDARDS
INV 98.05-8 CONC. kS)
.0
0.
EX. CB
TOP 100.05
INV 98.15-12" CPEP (N)
jjij� '',
INV 98.17-8" PVC (W)
1115410
<)
MH
INV 98.55-4" PVC (E)
10' CITY OF EDMONDS SEWER EASEMPKIT
6
C3 (A.F. NO. 2121643)
A
N61j c
4t
5x
w
1+ vvmuuk-)rll INUIN rr-1\4ur-
C, 0 WITH CONC. FOOTING SCALE 1"=20'
;v, AND BRICK WALL 10 0 30
Q)
EX. CB UNPLATTED
A 1 0 20
TOP 94.22 lk� p DMINITION PIPE
INV 91.37-12" CONC. N&S) 19',1-60" CMP 0 �i�%X
INV 91.40-8" CIMP (W -NEW (S�E DETAIL) _-8" CONC. RETAINING
PRONODE CB PROTECTION TOP ACCESS/ ./ WALL WITH 6' WOOD
DURING CONSTRUCTION TOP= 101.'5:1E % FENCE SANITARY SIDE SEWER NOTE:
SEE DETAIL/ _0
EX. SEWER STUB COND111ON MUST BE VERIFIED BY CITY OF
-Yrer4 ic EDMONDS PUBLIC WORKS DERARTMENT PRIOR 10 CONNECTION.
PLEASE CONTACT CHAD C SSO(425)771-0235 EXT. 1645 FOR
>0, 3
Vol 14 7, S,
4 0'8" C \xx INSPECTION. IF STUI I, UI IN GOOD CONDITION, CONTRACTOR TO
REMOVE AND REPLAC INE TO THE MAIN PER CITY OF EDMONDS
15% 0 STANDARDS.
I/ . . C. B. #1
STA. 0+48, 10' LT.
CONNECT TO EX. 6" SIDE SEWER TEE.
Top=�99.00 INSTALL 6"PVC CLEANOUT WITH LOCKING
IE = '92.00, 8" OUT CAST-IRON LAMPHOLE COVER PER CITY
IE = P5.30, 8" IN OF EDMONDS STD. DETAIL E6.2.
CONTROL STRUCTURE �o (CONTRACTOR SHALL APPLY FOR CITY
SEE D�TAIL
x PERMIT)
0) 10 8" PVC >
cy) 0 .0%
/C. B. #2 F 1 05.5'-
EX. SEWER MH
INLET CB 0) FIELD ADJUST
4' WIRE FENCE
STA. 0+48 CONTRAC70R SHALL OBTAIN A
, / "
TOP=98,00 'o
r`� GEOTECHNICAL ENGINEERING EVALUATION
IE = 95.50, 8" OUT > PRIOR TO GRADING ADJACENT TO EXISTING
IE = 95.60, 6" IN
rbo A10. rI, ROCKERIES OR RETAINING WALLS (TYP.)
41
> CONSTRUCT ROCKERY
TEMPORARY 17 x AS REQUIRED(4' MAX. HGT.) EX. ROCKERY UNPLATTED
CONSTRUCTION TOP=116.0
ENTRANCE RESIDENCE TOE=111.0
MAIN FF=106.5
ENTRY\\ EX. ROCKERY
TOP=1'5.1
ALL EXPOSED SURFACES To /01
ReeF BRAIN SYSTEM TOE=1'1.0
AKC-A AND kVCe-C-AX 0AAIrA rc A
BE COVERED WITHIN 2 DAYS
Cz mmr7cr To PWOF *.AL�tk SIS.,
LANDSCAPE
_,,LTROS 3
`40T (MPC-#Zv10o-5 AREA
AKf
p I, ro
AtIQ %3 Z .1 - t4
'T
TEMPORARY CONSTRUCTION
GARAGE
ENTRANCE REQUIRED EX. 8" WIDE CONC. FOOTING PLANTER FF=106.25 EX. ROCKERY
TOP = 12 4.3
FLUSH WITH GROUND
TOE=113.3
PLANTER\
[APLATTED
>
zo
_x
SECTION X-X
N. T. S.
PROPOSED HOUSE
FF. = 105,50
a
ini
107.50 FG
0
LA. 8 t� S
,7n 4-14-oq
C. B. #3 EX. ROCKERY
. I I �; " TOP= 123.9 <;"Q�
EX. 8" RETAINING WALL 64,
WOOD FENCE INLET CB 0 TOE= 113.8
W/ 6
STA 2+07.75
TOP= 105.40
IE 102.00, 6"OUT
gg,
1. 0' TO 3.5'
EX. ROCKERY
ROCKERY (TYP.) ��ppl .,q, 11 , - e
TOP=119.2
EX. GROUND
TOE=1 14 0
6' CHAINLINK FENCE,
(o
ct�
_K
4. 0' 1 12' PAVEMENT (MIN.)
-111111 Is
4" MIN. CEMENT CONCRETE
2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE
DRIVEWAY SEC*nON 11 1 ROVED SUBGRADE
EX. ROCKERY
--TOP= 115.7
TOE=114.3
SITE
VICINITY MAP
-'2,000'
SCALE: 1 "-
J�
CONSTRUC'nON SEQUENCE
1. ATTEND PRE- CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
4. FLAG CLEARING LIMITS.
5. INSTALL. AND MAINTAIN CATCH BASIN PROTECTION (AS NEEDED)
6. CLEAR SITE PER THIS PLAN ( ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS.
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB P ROTECTION.
10. HYDROSEED AND MULCH ALL EXPOSED AREAS.
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED.
GRADING QUAN171-17IES:
TOTAL CUT = 1,700 C.Y.
TOTAL FILL = 50 C.Y.
THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE,
AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A
GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL
PURPOSES.
NOTES: -ell
1. EXISTING UTILITIES ARE SHOWN PER AS-BUjLI_S uyviAERS
RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS
PRIOR TO CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
CALL BEFORE YOU DIG: 1-800-424-5555
2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON
EXISTING UTILITY LOCATIONS.
3. CONNECT ROOF DRAINS AND DRIVEWAY INLETS TO DRAINAGE SYSTEM.
4. ALLOWABLE IMPERVIOUS SURFACES:
HOUSE, GARAGE, PATIO, WALK AND DRIVEWAY = 12,000 SIF
5. CALL ENGINEERING DIVISION (771-0220) FOR A INSPECTION BEFORE
BACKFILLING AND FOR FINAL INSPECTIONS.
6. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE
SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE
PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM 1`�"IPES
MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS
TO ALLOW PROPER OPERATION.
Wp
36508
is
L
EXPIRES 8/17/041
OWNER/DEVELOPER
SCOTT SHANKS
8430 TALBOT ROAD-
EDMONDS, WA. 98020
PH.: (206) 533-2181
ENGINEER/SURVEYOR
LOVELL- SAUERLAND & ASSOCIATES, INC.
19400-33RD AVENUE W., SUITE 200
LYNNWOOD, WA. 98036
CONTACT: ROBERT LONG, P.E.
PH.: 425-775-1591 FAX: 425-672-7998
BASIS OF BEARINGS
IN 44*16'50" E* AS MEASURED ALONG THE MONUMENTED CIENTERLINE OF OF
TALBOT ROAD PER DEED BEARING.
BENCHMARK & DATUM
ELEV.=100.00
NORTH RIM OF SEWER MANHOLE LOCATED APPROXIMATELY 18 FT. NW OF
MOST NORTHEIRLYPROPERTY CORNER.
DATUM: ASSUMED
LEGAL DESCRIPTION --
ALL THAT PORTION OF GOVERNMENT LOT 2, SECTION 7, TOWNSHIP 27,
RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EAST MARGIN OF 'TALBOT ROAD 509.74 FEET
NORTH 44*1650" EAST FROM INTERSECTION OF EAST MARGIN OF TALBOT
ROAD AND SOUTH LINE OF SAID GOVERNMENT LOT 2;
THENCE CONTINUE NORTH 44'16'50" EAST 90.00 FEET;
THENCE SOUTH 45*43'10" EAST 244.5 FEET;
THENCE SOUTH 44*16'50" WEST 90.00 FEET;
THENCE NORTH 45*43'10" WEST 244.5 FEET TO THE TRUE POINT OF
BEGINNING;
SITUATE IN THE COUNTY OF.SNOHOMISH, STATE OF WASHINGTON.
SITE ADDRESS
171XX TALBOT ROAD
EDMONDS WA, 98026
TA #270407-001-041-00
ai 74ERA02-WRACTOR 18 flE,`�%P9181BLE MI
EflOSION CO"JTROL At@ DFAINAGE
APPROVED AS NOTED
Ov ENGINEERING
Date: -is-iol
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEER
SITE DEVELOPMENT PLAN
FOR
SHA NKS RESIDENUr PERMIT CoUNT I EIR
IN SE1/4, NE1/4, SECTION 7, T. 27 N.t R. 4 E.� W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
1. REVISED PER CITY PLAN REVIEW CORRECTIONS DATED 3-22-04/ARCH. SITE PLAN CHANGES 3-31-04 MM
N. T. S.
APR - 11 7004
GENERAL NOTES
IN SE1/4, NE1/4, SECTION 7, T. 27 N.t R. 4 E., W.M.
1. ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS
ESTABLISHED AT CITY HEARINGS ON THIS PLAN (W,S.D.O.T. 2002).
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF
EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND
DURING THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS
WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED
ON THE MARKERS, AND PRIOR TO BACKFILLING.
4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220,
EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS
AND WATER SERVICES.
5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND
UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
,SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT
INFORMATION.
6. UNDERGROUND WIRING REQUIRED WITH STREET LIGHTING (PRIVATE).
7. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH
LOT.
8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF
SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS
TO BE 6" CONCRETE PIPE, OR P.V.C. CONFORMING TO SDR 3034
STANDARDS.
9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND
CHECKING NTH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPERATIONS.
10, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION.IS IN PROGRESS.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,
FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND
INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM
LINE, RETENTION SYSTEM, ETC. WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
W,S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED
BY THE CITY OF EDMONDS.
13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE.
14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE
ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING.
15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION
CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL
FOR IN SITE EROSION HAS PASSED.
16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRJOR TO ANY PAVING UNLESS
OTHERWISE APPROVED BY THE ENGINEERING DIVISION.
17. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF
LOCATION.
18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST
GROWING GRASS UNLESS LANDSCAPING/EROSION CONTROL MEASURES ARE
EMPLOYED.
19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18",
24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED
STEEL AND SHALL USE TREATMENT 1.
20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -
SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE
RELEASED UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS.
21. PIPING SPECIFICATIONS AS NOTED.
22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1
(ASPHALT COATED).
23. ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF
SEWER, WATER. AND UNDERGROUND POWER SHALL CONFORM TO STANDARD
SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF
EDMONDS AND SNOHOMISH COUNTY P,U.D. STANDARDS.
EROSION AND SEDIMENT CONTROL (ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE
CONSTRUC"nON VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE
ROUTE, ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK
TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROAD$. IF SEDIMENT IS
TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY, SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING
OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA
WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER,
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR
OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED,
DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS
SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE, (TYPICALLY, NO.SOILS
SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL
30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY
APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER
APPROPRIATE BMPS.
4. ESC MINIMUM REQUIREMENT - MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND
MAINTAINED BY THE OWNER TO ENSURE CON11NUED PERFORMANCE OF THEIR INTENDED
FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE
WITH THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMPS
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS
INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
CONSTRUCTION
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS
THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT NTH SAFETY
AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES;
C, TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS,
SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
AGGREGATE: 4" - 8" QUARRY SPALLS
ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE 8-12 INCHES THICK. IT MUST
EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE
ENTRANCE MUST BE AT LEAST 50 FEET.
WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED
FROM VEHICLE TIRES BY CONTACT WITH GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
WASHING MORE CONVENIENT AND EFFECTIVE.
INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS
AND OTHER 'OBJECTIONAL MATERIAL. THE GRAVEL SHALL'BE PLACED TO THE SPECIFIED
DIMENSIONS, ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE
CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY
SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING NTH 2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF
ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR
TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
MAN
N. T. S.
�LOCKING FRAME AND GRATE
OFFSET WHERE OPENING IS DIRECTLY
OVER LADDER AND RESTRICTOR IS
u
F E
OVER
WHERE 0'
LADDER AN'
TOP ELEV. 99.00 VISIBLE AT ONE EDGE OF GRATE
STD. GALV. STEPS
4_j
6" MIW
ALUMINUM ROD
CLEANOUT/SHEAR GATE
8" CMP
- FLOW
3- MIN CLEARANCE
I
00
ml
2 LF-24" CMP
INV. 92.00
L=4
1.00,
19'-60"DIA. CMP
@ 0.50%
DETENTION PIPE
0.5%
15' MIN.-
4" 8" QUARRY SPALLS
ELEV. 97.00
6" CMF ELBOW (TYP.)
ELEV. 94.85
1-113" DIA. ORIFICE
ELEV.-92.00
ADAPTOR SKIRT-\
TRIM TO WITHIN
3" - 5" OF GRATE
GEOTEXTILE FABRIC
RETRIEVAL STRAP
OVERFLOW BYPASS FOR PEAK
STORM VOLUMES
\-SEDIMENT
ACCUMULATION
NOTES
1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON
PLACEMENT OF A NEW CATCH BASIN.
2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL
3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND
RE-INSERTING IT INTO THE CATCH BASIN.
CATCH BASIN PROTEC11ON
N.T.S.
SOLID ROUND LOCKING LID
UMINtit. ITt-L Z) 0
XTENSION UNIT
�ONCRETE TYPE "N" 8"
EDUCING FLAT SLAB UNIT
OR 54" DIA. MANHOLE
56" CMP. 10 GA., 3" X 1" CORR.
TOP ACCESS DETAIL
N.T.S. N. T. S.
CONTROL STRUCTURE CATCH BASIN #1-48" DIA., TYPE 2
N. T. S.
120: .............. I ........... ........ ................... .............................. ................. ............. ............................ ............................... ............................... ............................... ................................ ............................. .............. --------- ........................................................ ...............................
.......... ....................
:120
............................... ............................... ...............
............................................................... .............................. ............................... ............................... ............................... ............................... ............................... ............................... .............................................................. ............ ...............................
A
1. xi I I r I G
ROCK['Pl�
10 ........ .. .............. ...........................
............................... ............................... ............................... ............................... ...... ....................... ............................... ............................... ............................... ............. ............... ------------------------------- ........... .............................
.................................................
1 110
Ln
c�
(o r- RESIDENC�
Fh
MAIN FF=106.50
GARAGE
FF=106.25
z
FF=105i50 ------
ev
m V) W.
.................. ................ .............
................
................ .............. ........ ................................. .................................................... ....................................................... �;:_ ...........
................................................................................................
................ ...... I .......... C. B.
................ ............... 0 ............................... .......................... .............. ............................... ................................
.......... .............. ........ .............. ............. .......... ..................
100: ............................... ............................... ............. :100
IIJLET CB:
C3 0 o 04.0%
6"
8 00
STA 2+07.75
160
IOP=105.40 z +0
0
IE 102'00, 6" OUT
0 w Cr) L'i
ul
CD
.......................................... .. ................ .......... .................... ................................................................ ......... ..................... ..................................................... . ............................ ............................................................... ................. ............. ............................... ...............................
tri
0 m"'
C.B.-
#2 zn-
Ln + r-
INLET:' CB a- uj
+
STA4 b+48 W
TOP=§8.00
0 < V)
Z
IE = �5.50, 8" OUT
<1 V) w
IE = �95.60, 6" IN
9
0
............................... ............................... ............................... ............................................................... ............................... ............................... ............................................................... .............................. ............................... ............................... ............................... ............................... ...............................
90
to
00,6
CD:
............... I ............ . .................................................................... ............................ ............................... ............ ........ ............ .......... ............................... ................................
-------------- ...... ........................ ........ ................. ........ .......
0+00 0+50 1+00 1+50 2+00 2+50 3+00
STANDARD GALVANIZED
LADDER STEPS
SHOP WELD 36" CMP TO
DETENTION PIPE END.
1.00, \-TYPE 11 CATCH BASIN
48-INCH DIAMETER
(JOINT LOCATION VARIES)
N=
ALL STEEL PARTS AND
SURFACES MUST BE
GALVANIZED AND COATE
WTH ASPHALT (TREATME
OR BETTER.
1-1 /4" DIA. ORIFICE
IN 12 GA. PLATE AND WELD
TO'CMP CROSS. HOLE TO BE
SHARP-EDOED, SHOP DRILLED.
RESTRICTOR
INSTALL PER CITY
STD. DETAIL Ell
2"X 4" DOUGLAS FIR
SUPPORT PO
NEWLY GRADED OR FILTER FABRIC 6'
DISTURBED SLOPE
EX. GROUND 18"MAX.
15"MIN.
8"MIN.
B" to 10"-j
SECTION 81,
ATTACH FILTER FABRIC
TO POSTS WITH WIRE MIRAFI 140 OR EQUAL
RINGS OR STAPLES,,----_ FILTER FABRIC
6"
18"MAX.
15"MIN.
4"
8"MIN.
u
2"X 4"DOUGLAS FIR EXTEND BOTTOM OF
POSTS 0 3'0.C. MIN. FILTER FABRIC INTO
ELEVATION 4"WIDE X 4"DEEP
TRENCH
FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR
STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE
FLOWS NOT EXCEEDING 1 C.F.S.
1. THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND
SHALL NOT EXCEED 18 INCHES.
2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A
CONTINUOUS ROLL AND CUT TO THE LENGHT OF THE BARRIER TO AVOID THE
USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE
BARRIER).
3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE
BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM
OF 8 INCHES).
4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIOE AND 4 INCHES
DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER.
5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES
OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES
AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE
STAPLED TO EXISTING TREES.
6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE
FILTER MATERIAL.
7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR
SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END
FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR
HORSESHOE WITH THE ENDS ORIENTED UPSLOPE.
8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED.
FILTER BARRIER
N.T.S.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY.
CITY ENGINEER
k&
SITE DEVELOPMENT DETAILS RECE&WE
FOR APR - 12.004
SHA NKS RESIDEN /"% r- PERMIT COUNTER
, - ur
IN SE1 /4, NE1 /4, SECTION 7, T . 2 7 N., R. 4 E. s W. M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
1. REVISED PER CITY PLAN REVIEW CORRECTIONS DATED 3-22-04/ARCH. SITE PLAN CHANGES 3-31-04 MM
L
APR -12004
AID
9 1 Yta-ql--
AIDR - 12094
PERMIT COUNTER,
STREET F'Lp'
y
I
FILTER FABRIC -
SECURED TO 2' X 2'
21 X 21 WOOD OR C I �O
EQUIVALENT Iry
-- ou t- 0F
e(-6 ",5 R6 F5 k T
TESC ST-Ar-404PD
f)rT-E 0 -. -71,z 4/0 1
FILTER FABRIC MATERIAL IN
CONTINOUS ROLLS. USE STAPLES
OR WIRE RINGS TO ATTACH
FABRIC TO WIRE.
R
Cu
za- - - - - - - - - - - - - - - - - - - - - -1. 4-
.1 CB` - I I
URY BOTTOM OF FILTER
MATERIAL 8' TO 12'
6' MAX.
2' X 2' WOOD POSTS OR
EQUIVALENT
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE
STRAW BALES TO INSURE PROPER EROSION CONTROL.
CITY
0-F EDMONDS
REVJ!ENS
STANDARD DETAIL
FILTER FABRIC FENCE PURATION SYS=
1 1890-1990
DAYE
IZ/3/00
NTS
DWO �NO.
Ell
1
OF DA- 77!
PLC-A-SL= gEFCA T-0
M�sr- SrAN&A(zo. 4 LC rA 14 S�
DA T-6 0 ' 71,Z VIC
BINDING WIRE OR ri
EXCAVATE TRENCH 8' DEEP
TWINE
WHERE STRAW BALES WILL
BE PLACED AND STAKE BALES.
7:
COMPACTED SOIL TO
PREVENT PIPING
T TT
r, iT T
CROSS
SECTION OF A PROPERLY
INSTALLED STRAW BALE BARRIER
TWO STAKES PER BAtE TO
14AINTAIN POSITIEW
STRAW BALES AS
REQUIRED.
PROPER PLA".EMENT OF STRAW
BALE BAR-;: I R IN A DRAINAGE WA�
CONTRACTDR/DEVELOPER SHALL MAINTAIWAND R(PLACE
STRAW BALES TO INSURE PROPER E0OSION CONTIO'L.
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
CITY 0- EDMONDS
IONS STANDARD DETAIL
ago-1990 DA. IZ/3/00 V.All NTS "0'
mamommmm IREIIIIIIIIIIIIIIII
0L., r c2p J)A M. 26CAiC 6
ke fre"A To N,< V4 7-es C
:STAfq43A0tb 067-AtL5,
DAr6D: 71241ol
____-25' MIN. RADIUS
QUARRY SPALLS
MIN. DEPTH
A.
,P
.;*jAl
PROVIDE FULL WIDTH OF INGRESS/
EGRESS AREA
CONTRACTOR SHALL MAINTAIN TEMPORA!Y CONSTRUCTION ENTRANCE
DURING THE CONSTRUCTION PERIOD.
CITY INSPECTION REQUIRED ON ALL ERISION CONTRO
MEASURES BEFORE WORK CAN BEGIN.
CITY OF EDMONDS
REVISION$ STANDARD DETAIL
STABUZED MNSTRUM ENNNCE
/ago- 1990' VATIE 12/3/DO SCAIA NTS r" NO. E12
,tz
01
ID
A
TOP IOO.0
INV 92.44
to 0�
NQJES
1. THE LOCA71ON OF UNDERGROUND UTILITIES SHOWN
HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE
LOCATION OF ALL UTNJTIES ON OR IN THE VICINITY OF THE
SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL
UTIUTY PURVEYORS IN THE AREA TO ASCERTAIN THE
LOCATION AND DEPTH OF ALL U71UTIES.
2. THIS MAP DOES NOT PURPORT TO SHOW ALL PROPERTY
IMPROVEMENTS.
3. PROPERTY SUBACT TO EASEMENTS. RESTRICTIONS AND
RESERVATIONS OF RECORD.
LEGAL DESCRIP'nON
ALL THAT PORTION OF GOVERNMENT LOT 2, SECTION 7. TOWNSHIP 27.
RANGE 4 EAST. W.M.. DESCRIBED AS FOLLOWS.
BEGW" AT A POINT ON THE EAST MARGIN OF TALBOT ROAD 509.74
FEET NORTH 4416*W EAST FROM INTERSECTION OF EAST MARGIN OF
TALBOT ROAD AND SOUTH UNE OF SAID GOVERNMENT LOT 4
THENCE CONTINUE NORTH 4416*50" EAST 90.00 FEET;
THENCE SOUTH WOW EAST 244.5 FEET:'
THENCE SOUTH 4416'500 WEST 90.00 FEET;
THENCE NORTH WOW WEST 244.5 FEET TO THE TRUE POINT OF
BEGIINNING;
SITUATE IN THE COUNTY OF SNOHOMISH. STATE Of WASHINGTON.
-pe.6A-SE t?N6FEfz
FOR, &A(qjNGEV)Nq C- Q Ajf rS,
TOP 100.12
INV 98.15,-Ir CONC. (N)
INV 98.22-8- PVC (E)
INV 98.05-8- CONIC. (S)
PY INV 98.115-112- CPEP (N)
if: INV 98.17-8- PVC (W)
INV 98.55-4- PVC (E)
,---SOUTH EDGE OF CONIC. FOOTING
0 CORNER.
Z 0.6'�4E) OF SET CORNER POSITION
/ > I /
4' WROUGHT IRON FENCE
WITH CONC. TOOTING
AND BRICK WALL
6 umpurm
8* CONC. RETAINING
IF TING WALL VATH W WOOD
FENCE
YE
116
T
0
go
+
t2 4b
FENCE END;
1.7- (NE) OF PROP.
LINE
b Irr 4' WIRE FENCE
If 116 FENCE ANGLE POINT;
I (SW) OF PROP.
.2
LINE
e�,
Lum"Tm
"blo f%
SOUTH EDGE OF CONC.
FOOTING;
0.5' NE OF PROP. LINE
FENCE MD.
OAT NE OF A -
PROP. UNE
x9v
6' CHAINLINK'FENCE
t:�)LILCXA)
)�7
4.
-FENCE CORNER:
0.1- (N) & 0.1- (E) OF
SET CORNER POSITION
LANDSCAPE
AREA
SCALE 1'=20-
0. 20' 40-
.BASIS OF BEARINGS
N 44'16'500 E AS MEASURED ALONG THE MONUMENTED
CENTERLINE OF OF TALBOT ROAD PER DEED BIEARING.
LEGEND
0 EXISTING MONUMENT AS DESCRIBED ko
0 SET 1/2- X 24- REBAR & CAP
STAMPED OLSA 22969'
X SET NAJL WITH BRASS WASHER STAMPED "LSA 22969*
BENCHMARK & DATUM
ELEV.-100.00
NORTH RIM OF SEWER MANHOLE LOCATED APPROXIMATELY
IS FT. NW OF MOST NORTHERLY PROPERTY aOfNER.
10'
t4
Q6.
4b
04,
% % Q* I . .
UNDA Y+& TOPOGRAPHY S,URVEY
FOR
OTT SHANKS
IN SE1 /49 NE1/4, SECTION 7.. To 27 Not Re 4 E*l W*M.9
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
Lovell- Sauerland &�Associates, Inc.
M En&esn/Sumyoq/Pknae;z., �,,,%Olopment CansWtauts
19MMIrd Amus W.. Ute 2W Lymmod. VA 9M - (425)775-1591 * (425)672-7996 f"
DUVN I CHB= DATE TJL 314 C - ---jr-ims-No.
J.K.9. . J.T.T. 7-3-03 PG. " 1 10 m20' 1 4530-0-03
Zvi 714X Accc?01,477
107 76
i,, zow t,�J6, X s - v- 'Ir 2--7040700104100
00
"4#AACSS �117LI7741573
v60 r At All,
Af, -5. ./WA-70 ��ljeer /wA-y, A0 r-1 VIZ- AIS 1`4AiKZ ICE9,ee,
= 0 selrr-,0A04s - � -
77 - je-)e /,s 77 oq row iW7,C1774FSo
ZA57, gV0
A,
.-A
MoAWMUM 4zlte4406 7.,
ZONE
Q) -
Cw SETBACKS:
",40_ FRON
1 %V6
------ SIDE APR 12004
REAR
C01"-17Z%1 A- S
OTHER PERMIT couivr,�R
� vye, le I el HEIGHT 1:11
W33
4 14
APPROVED BY PLAN",
0 . . . . . .
. .... ... py
Ck
z
?2 -7
zo:;�po* z zv, ea57-0
rl
1-7 1C) 3
I n-�k
C.
RECEIVED
APR - 12004
PERMIT COUNTER
re-; RIN V,
TOP 100.00
INV 92.44
3�41" WATER METER-
W SERVICE LINE
TAP EX. WATER PER
CITY STANDARDS
4
<zj
4
EX. CB
TOP 94.22
INV 91.37 _ 12" CONIC.
INV 91.40-8" CIMP (WIT-�NSE�W
PROVIDE CB PROTECTION
DURING CONSTRUCTION
N\'
L0 0)
C.B.
A/
�10 INLET CS
STA. 0+48
TOP=98.00
;lcl IE = 95.50, 8" OUT
IE = 95.60, 6" IN
TEMPORARY
CONSTRUCTION
ENTRANCE
ALL EXPOSED suRFACES TO
BE COVERED WITHIN 2 DAYS
SECTION X-X
N.T.S.
PROPOSED HOUSE
FF. = 105.50
I
4. 0'
TEMPORARY CONSTRUCTION
ENTRANCE REQUIRED
107.50 FG
0
6x (9 of 5's
'S H 1 -14- -G94
FA
40-
Z/
0 ab
-_�'�._EROSIONS CONTROL
FENCE (TYP'.)
EX, 8" WIDE CONC. FOOTING
FLUSH WITH GROUND
EX. 8" RETAINING WALL
W/ 6' WOOD FENCE
-EX. GROUND
12' PAVEMENT (MIN.
4
y <�3
(o
<l)
_�<� /Z' 4p,
UNPLAT-rED
----- [ I __ ___ ---------------- I ----------
2% ---------------------------- 27
--------------- =_ \ \ . 7 \
4" MIN. CEMENT CONCRETE
2" MIN. COMP'T. DEPTH AGG. LEVELING COURSE
DRIVEWAY SECTION APPROVED SUBGRADE
IN SE1/4, NE1/4, SECTICN 7, T. 27 N., R. 4 E.) W.M.
TOP 100. 12
INV 98.15-12" CONC. (N)
INV 98.22-8" PVC (E)
INV 98.05-8" CONC. (S)
TOP 100.05
INV 98.15-12" CPEP (N)
INV 98.17-8" PVC (W)
INV 98.55-4" PVC (E)
10' CITY OF EDMONDS SEWER EASEMENT
l____(A.F. NO. 2121643)
__4' WROUGHT IRON FENCE
WITH CONC. FOOTING SCALE 1"=20'
AND BRICK WALL 1 0 0 30
"& I I 1_�
UNPLATTED 0 20
0")
8" CONC. RETAINING
WALL WITH 6' WOOD
FENCE SANITARY SIDE SEWER NOTE:
EX. SEWER STUB CONDITION MUST BE VERnED BY CITY OF
EDMONDS PUBLIC WORKS DEP-ARTMENT PRIOR TO CONNECTION.
PLEASE CONTACT CHAD C
SSO(425)771-0235 EXT. 1645 FOR
ol INSPECTION. IF STUB IS OT IN GOOD CONDITION, CONTRACTOR TO
REMOVE AND REPLAC INE TO THE MAIN PER CITY OF EDMONDS
STANDARDS.
CONNECT TO EX. 6" SIDE SEWER TEE.
INSTALL 6"PVC CLEANOUT VATH LOCKING
CAST-IRON LAMPHOLE COVER PER CITY
OF EDMONDS STD. DETAIL E6.2.
(CONTRACTOR SHALL APPLN FOR CITY
PERMIT)
FF 5
lrbs& EX. SEWER MH
'1�4 FIELD ADJUST
0
CONTRACTCR SHALL OBTAIN A
AS A411
5�0 4' WIRE FENCE GEOTECHNICAL ENGINEERING EVALUATION
PRIOR TO GRADING ADJACENT TO EXISTING
ROCKERIES OR RETAINING WALLS (TYP.)
tK
CONSTRUCT ROCKERY
AS REQUIRED(4' MAX. H
EX. ROCKERY [Jj\]PLA
RESIDENCE
TOP=116.0
MAIN FF=106.5 TOE=111.0
A R
ty\\ A G9NNEGT- ....EA DRAJN EX. ROC<ERY
AM)-���TO TOP=11E.1
ROOF DRAIN SYStEM
TOE= 111.0
> > A kCA A RO 4)iqAIfAS'\
CkN'r c.4"m6cr 71ZIrmcm
& LANDSCAPE
re" too
-sop'FAC_c�. 02)44*1 /'w?cp_ vlpi,)5 so'q AREA
PAtl -Orr A kE -no 136 P'i-ar.4 i^iC-
Q
I -P - 0 4
A
GARAGE
PLANTER FF=106.25
EX. ROCKERY
> TOP = 12 4.3
�" I.. � I .' �\' - " , TOE=113.3
INLET CB
STA 2+07.75
TOP=105.40
IE = 102.00, 6"OUT
1.0' TO 3.5'
ROCKERY (TYP.)
6' CHAINLINK FENCE-
R- -
EX. ROCKERY
(4A" TOP= 123.9
TOE 113.8
Q)
c�
CIV E X. ROCKERY
TOP=119.2
TOE=l 14.0
EX. ROCKERY
TOP= 115.7
TOE= 114.3
CONSTRUCT'101N SEQUENCE
1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN.
4. FLAG CLEARING LIMITS.
5. INSTALL AND MAINTAIN CATCH BASIN PROTECTION (AS NEEDED)
6. CLEAR SITE PER THIS PLAN ( ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS.
8. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.).
9. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
10. HYDROSEED AND MULCH ALL EX -POSED AREAS.
11. REMOVE ESIC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED.
GRA DING QUAN11'nES:
TOTAL CUT = 1,700 C.Y.
TOTAL FILL = 50 C.Y.
THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE,
AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A
GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL
PURPOSES.
NOTES:
1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND OWNERS
RECOLLECTION. CONTRACTOR TO VERIFY UTILITY LOCATIONS -
PRIOR TO CONSTRUCTION. , IF ANY CONFLICTS ARE IDENTIFIED
CONTACT ENGINEER IMMEDIATELY.
CALL BEFORE YOU DIG: 1-800-424-5555
2. ADDITIONAL UTILITY EASEMENTS MAYBE REQUIRED DEPENDING ON
EXISTING UTILITY LOCATIONS.
3. CONNECT ROOF DRAINS AND DRIVEWAY INLETS TO DRAINAGE SYSTEM.
4. ALLOWABLE IMPERVIOUS SURFACES:
HOUSE, GARAGE, PATIO, WALK AND DRIVEWAY = 12,000 SF
5. CALL ENGINEERING DIVISION (771-0220) FOR A INSPECTION BEFORE
BACKIFILLING AND FOR FINAL INSPECTIONS.
6. RESPONSIBILITY FOR OPERATION AND MAINTENANCE OF DRAINAGE
SYSTEM ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE
PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORM PIPES
MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS
TO ALLOW PROPER OPERATION.
36508
�QIST
EXPIRES 8/17/04
SITE
ov
VICINITY MAP
SCALE: 1"=2,000'
OWNER/DEVELOPER
SCOTT SHANKS
8430 TALBOT ROAD
EDMONDS, WA. 98020
PH.: (206) 533-2181
ENGINEER/SURVEYOR
LOVELL- SAU ERLAND & ASSOCIATES, INC.
19400-33RD AVENUE W., SUITE 200
LYNNWOOD, WA. 98036
CONTACT: ROBERT LONG, P.E.
PH.: 425-775-1591 FAX: 425-672-7998
BASIS OF BEARINGS
N 44*16'50" E AS MEASURED ALONG THE MONUMENTED CENTERLINE OF OF
TALBOT ROAD PER DEED BEARING.
BENCHMARK & DATUM
ELEV.=100.00
NORTH RIM OF SEWER MANHOLE LOCATED APPROXIMATELY 18 FT. NW OF
MOST NORTHERLY PROPERTY CORNER.
DATUM: ASSUMED
LEGAL DESCRIPTION
ALL THAT PORTION OF GOVERNMENT LOT 2, SECTION 7, TOWNSHIP 27,
RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT A P0119T ON THE EAST MARGIN OF TALBOT ROAD 509.74 FEET
NORTH 44'16'50" EAST FROM INTERSECTION OF EAST MARGIN OF TALBOT
ROAD AND SOUTH LINE OF SAID GOVERNMENT LOT 2;
THENCE CONTINUE NORTH 44*16'50" EAST 90.00 FEET;
THENCE SOUTH 45*43'10" EAST 244,5 FEET;
THENCE SOUTH 44'16'50" WEST 90.00 FEET;
THENCE NORTH 45*43'10" WEST 244.5 FEET TO THE TRUE POINT OF
BEGINNING;
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SITE ADDRESS
171XX TALBOT ROAD
EDMONDS WA,98026
TA #270407-001-041-00
OWNERA"'04TRArJOR IS RESPMSIBLE FOR
EROSION ( 'jMROL AND DPIAINAGE
APPROVED ASNOTED
ENGINEERING
-
Date:
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEER
S ITE DEVELOPMENT PLAN
FOR APR - 12004
0
'0� 9RMIT COUNTER
0"H7ANKS RESIDENur
IN SE1/4, NE1/4, SE CTION 7, T. 27 N.� R. 4 E.t W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
1. REVISED PER CITY PLAN REVIEW CORRECTIONS DATED 3-22-04/ARCH. SITE PLAN CHANGES 3-31-04 MM
N. T. S.
APR ''12004
GENERAL NOTES
IN SE1/4, NE1/4, SECTION 7, T. 27 N.s R. 4 E.2 W.M.
mj
ALL CONSTRUCTION SHALL CONFORM TO W.S.D.O.T. 2002 STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS
ESTABLISHED 'AT CITY HEARINGS ON THIS PLAN (W.S.D.O.T. 2002).
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF
EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF THEIR
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND
DURING THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MARKERS
WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED
ON THE MARKERS, AND PRIOR TO BACKFILLING.
4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220,
EXT 1326) 24 HOURS IN ADVANCE FOR ALL INSPECTIONS OF THE SIDE SEWERS
AND WATER SERVICES.
5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND
UTILITIES, THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SEWER LATERALS OR TEES, WATER LINES OR OTHER PERTINENT
INFORMATION.
6. UNDERGROUND WIRING REQUIRED NTH STREET LIGHTING (PRIVATE).
7, WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH
LOT.
8. THE CONTRACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS OF
SANITARY SEWER AND SEWER CONNECTIONS UNDER THE SUPERVISION OF
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE. LATERALS
TO BE 6" CONCRETE PIPE, OR P.V.C, CONFORMING TO SDR 3034
STANDARDS.
9. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND
CHECKING NTH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPERATIONS.
10. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,
FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISFACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND
INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM
LINE, RETENTION SYSTEM, ETC, WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
'12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH
W.S.D.O.T. 2002/A.P.W.A. STANDARD SPECIFICATIONS OR AS DIRECTED
BY THE CITY OF EDMONDS.
13. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE.
14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE
ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAVING.
15. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION
CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY
MAINTAINFD UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL
FOR IN SITE EROSION HAS PASSED.
16. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS
OTHERWISE APPROVED BY THE ENGINEERING DIVISION.
17, ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF
LOCATION.
18. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST
GPOWING GRASS UNLFSS LANDSCAPING/EROSION CONTROL MEASURES ARE
EMPLOYED.
19� UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12". 18",
24" & 36" INCLUDING DETENTION PIPE WILL BE 16 GAUGE GALVANIZED
STEEL AND SHALL USE TREATMENT 1.
20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -
SE ' EDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS, THE PERFORMANCE BOND WILL NOT BE
RELEASED UNTIL. THE GRASS IS ESTABLISHED UNLESS OTHERWISE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS.
21. PIPINC SPECIFICATIONS AS NOTED.
22. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1
(ASPHALT COATED).
23, ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF
SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD
SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF
EDMONDS AND SNOHOMISH COUNTY P.U.D. STANDARDS.
EROSION AND SEDIMENT CONTROL (ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE
CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE
ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK
TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS
TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING
OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA
WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS
REMOVED IN THIS MANNER.
2. ESC MINIMUM REQUIREMENT -- STABILIZATION OF EXPOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE
APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR
OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED,
DESIGNED, AND MAINTAINED IN ACCORDANCE NTH THE MANUAL. THE EXPOSED SOILS
SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS
SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL
30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT -- PROTECTION OF ADJACENT PROPERTIES
ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY
APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER
APPROPRIATE BMPS,
4. ESC MINIMUM REQUIREMENT - MAINTENANCE
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED. AND
MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE
WITH THE MANUAL.
5. ESC MINIMUM REQUIREMENT - OTHER BMPS
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS
INCREASED RUNOFF SHALL BE APPLIED.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT UNDERGROUND UTILITY
CONSTRUCTION
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS
THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT NTH SAFETY
AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES;
C. TRENCH DEWATERNG SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS,
SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS);
D� TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
AGGREGATE: 4" - 8" QUARRY SPALLS
ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE 8-12 INCHES THICK. IT MUST
EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE
ENTRANCE MUST BE AT LEAST 50 FEET.
WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED
FROM VEHICLE TIRES BY CONTACT WITH GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE
VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE
TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE
WASHING MORE CONVENIENT AND EFFECTIVE.
INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS
AND OTHER 'OBJECTIONAL MATERIAL. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED
DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE
CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY
SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH 2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF
ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR
TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
1-15' MIN. -
TEMPORARY GRAVEL CONSTRUC11ON ENTRANCE 4' o QUtARM T
N.T.S
r__LAN
N. T. S.
LOCKING FRAME AND GRATE
OFFSET WHERE OPENING IS DIRECTLY
OVER LADDER AND RESTRICTOR IS
TOP ELEV, 99.00 VISIBLE AT ONE EDGE OF GRATE
STD. GALV. STEPS
ELEV. 97.00
6" MIN.
PIPE SUPPORT ---------
Uj
ALUMINUM ROD Ln
CLEANOUT/SHEAR GATE co
8* CMP
- FLOW I I I
3" MIN CLEARANCE fl 1-3'
MIN,
2 LF-24" CMP
INV. 92.00
1.00,
19'-60"DIA. CMP
@ 0.50%
DETENTION PIPE
0.5%
\\-TYPE It CATCH BASIN
48-INCH DIAMETER
(JOINT LOCATION VARIES)
CONTROL STRUCTURE CATCH BASIN #1-48- DIA., TYPE 2
N. T. S.
I
D ,, P ELBOW (TYP.)
'ELEV. 94.85
100 3 1-1,13" DIA. ORIFICE
ELEV. 92.00
ADAPTOR SKIRT-\
TRIM TO WITHIN
3" - 5" OF GRATE
GEOTEXTILE FABRIC
RETRIEVAL STRAP
OVERFLOW BYPASS FOR PEAK
STORM VOLUMES
SEDIMENT
ACCUMULATION
NOTES
1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON
PLACEMENT OF A NEW CATCH BASIN.
2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL
3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND
RE-INSERTING IT INTO THE CATCH BASIN.
CATCH BASIN PROTECTION
N. T. S.
7-
20"
1
ALL STEEL PARTS AND
SURFACES MUST BE
GALVANIZED AND COATED
WITH ASPHALT (TREATMENT 1)
OR BETTER.
1-1/4" DIA. ORIFICE
IN 12 GA. PLATE AND WELD
TO CMP CRGSS. HOLE TO BE
SHARP -EDGED, SHOP DRILLED.
RESTRICTOR
N.T.S.
SOLID ROUND LOCKING LID
ONCRETE TYPE S 6
�XTENSION UNIT
:ONCRETE TYPE "N" 8"
!EDUCING FLAT SLAB UNIT
'OR 54" DIA. MANHOLE
36" CMP, 10 GA., 3" X 1" CORR.
TOP ACCESS DETAIL
N. T. S.
STANDARD GALVANIZED
LADDER STEPS
SHOP WELD 36" CMP TO
DETENTION PIPE END.
INSTALL PER CITY
STD. DETAIL E1.1
2"X 4" DOUGLAS FIR
SUPPORT POST
NEWLY GRADED OR FILTER FABRIC 6"
DISTURBED SLOPE
EX. GROUND 18 .:MAX.
,�F� U1 15'MIN.
8" to 10"-
all
ATTACH FILTER FABRIC
TO POSTS WITH WIRE
D[Mr-'C nO CTADICC
TT
4"DOUGLAS FIR EXTEND BOTTOM 0
MIRAFI 140 OR EQUAL
9711 T17D CADDIrl
N.
6"
8"MAX.
15"MIN.
8"MIN.
2"X F
POSTS @ 3 O.C. MIN. FILTER FABRIC INTO
ELEVATION 4"WIDE X 4"DEEP
TRENCH
FILTER BARRIER - THIS SEDIMENT BARRIER MAY BE CONSTRUCTED USING BURLAP OR
STANDARD STRENGTH SYNTHETIC FILTER FABRIC. IT IS DESIGNED FOR LOW OR MODERATE
FLOWS NOT EXCEEDING 1 C.F.S.
1 . THE HEIGHT OF A FILTER BARRIER SHALL BE A MINIMUM OF 15 INCHES AND
SHALL NOT EXCEED 18 INCHES.
2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A
CONTINUOUS ROLL AND CUT TO THE LENGHT OF THE BARRIER TO AVOID THE
USE OF JOINTS (AND THUS IMPROVE THE STRENGTH AND EFFICIENCY OF THE
BARRIER).
3. THE STAKES SHALL BE SPACED A MAXIMUM OF 3 FEET APART AT THE
BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM
OF 8 INCHES).
4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES
DEEP ALONG THE LINE OF STAKES AND UPSLOPE FROM THE BARRIER.
5. THE FILTER MATERIAL SHALL BE STAPLED TO THE WOODEN STAKES AND 8 INCHES
OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. HEAVY DUTY WIRE STAPLES
AT LEAST 1/2 INCH LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE
STAPLED TO EXISTING TREES.
6. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE
FILTER MATERIAL.
7. IF A FILTER BARRIER IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR
SWALE, THE BARRIER SHALL BE OF SUFFICIENT LENGTH TO ELIMINATE END
FLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC OR
HORSESHOE WITH THE ENDS ORIENTED UPSLOPE.
8. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY
STABILIZED,
FILTER BARRIER
N. T. S.
120:,* --------- ......... ...................................... ............................... ---------------- ......... --------------- ......... ------ ........ .......... --------- ----------------------- ------- -------------- -------------- ------------- ----------------- -------------- ---------------- ------------- .......... ....................... .............. 120
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
............................... ........................ ..................................... ............. ................. ............................... ............................... ............................... ..............
............................... ...... .............. ............................................... ........................ ............................... ............................. ..............
x1l. I
B Y:
i�,ock.[
CITY ENGINEER
............... . . ............... ............................... ......................
110: ........... . .............. .................. ........... ............................... ............................................................... ...... ............. ............ ......... ......... .................. .............. ............................... ........... .... ...... .... 110
Ln
Uj
> RESIDENC��
MAIN FF=106,50
-i--bARAGE
FF=106.25
FF=105;'50
L>J
_j
bi .......... .. ........... .......................
.2:0.-.
................ .............. ............................... ............................... ............................... ............................... .................. ...... . ................... ............. -1. ........................ ...... ................... .......... ... .. ........................................................................
SITE DEVELOPMENT DETAILS
D
FOR APR 12004
C.B. >
.......... ..................................... .......... .............. ......... ..................... ........... ........... 100
................... .............................. ........................ ...... ......... ......... ........ ........... ............................
-2 .............. ............................... ..............
................ .. ........... ............
loo:
no
04.0% INLET CB, LO
O�
6- STA 2+07.75 PERMIT COUNTER
160 z
nu SHANKS RESIDENur
TOP=105.340 + 0
0
IE 102:00, 6" OUT C14
'NE1/4, SECTION 7, T. 27 N., R. 4 E., W.M.
Uj
_j IN SE1 /41
0
............ ... . ....................................... .......... .................... ............................... ....................... ................................................. ..................... ............................... ..................... . . .............................................................................................................................. ............................... ................................
CITY OF EDMONDS
0 0
C. B.-I
T
FD +
Uj
INLET: CI3 SNOHOMISH COUNTY WASHINGTON
STA. D+48 C,) >
La
TOP=�8.00 > ;j
Uj
Z _j
IE = b5.50, 8" OUT < U)
IE = 95.60, 6" IN
............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ............................... ------------------------------ ------------------------------- ............................... ............................... ............................... ...............................
90 1. REVISED PER CITY PLAN REVIEW CORRECTIONS DATED 3-22-04/ARCH. SITE PLAN CHANGES 3-31-04 MM
go:
35 8
WS SHEET NO.
Lovell- Sauerland & Associates, Inc.
L
ers/Surveyors/Planners/Development Consultants
C"I Engine 2
N Cjlr,�
�P:I RE S 8/17/04
c6 o:
0) OF
................................. ................................................................ I ............................... ................................... ........... .............................................................................................................................................................. ................................................................................
..................... .......................... . 19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 - (425)775-1591 - (425)672-7998 FAX
0+00 0+50 1+00 1+50 2+00 2+50 3+00 _ - I I _ I - I O�Afv I un? t, Iyf% 'Oft
APR - 12004
17103
,E
v E
R VE
APR - 12004
PERMIT COUNTER