250 4TH AVE S (3).PDFiiii, 11111111
5066
250 4TH AVE S
"D
PLANNING DATA."\
New Commercial Proiefts'
SITE ADDRESS: Z� ZONING:
USE(S) PROPOSED: ALLOWED?:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
CUP File: —To Allow What Uses?:
ADB FILE #: -ADE2 191-7 6
PARKING:
Use: Of V1 t No. Spaces Required: 1/4-00
X' (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: 1/1, Actual Provided: zt-0
SETBACKS:
Required Setbacks:
Front: Q5- Left Side: Right Side: /0 Rear:
Actual Setbacks:
Front: Z) U Left Side: I C-:) Right Side: Rear:
Street map checked for additional setback required?���(Yes/No)
MAXIMUM FLOOR AREA:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: ActualHeight:
Modulation Allowed?: Modulation Height:
z Datum Point: Datum Elevation:
I/yo-.0
Elevator Penthouse > 3 feet over height limit? If so,VAR#
LANDSCAPING:
.65
Matches ADB a=roved: t-1114or— 1 f4 A K17 koh:�--
Bid Provided? Bond Amount (100% bid):
DATE: PLAN CHK#:_',I',/
NAME OF BUILDING PERMIT APPLICANT: N1u-_)CL_4'0H OmCE &-_,D6-7
Continued ...
1Ahbrary\^P1andatNewComm.doc
PROJECT DESCRIPTION:
7 K 1-5- Zot--1 E7
1p MCC 1H
0 r,4p-(6tmt-,.
ADB FILE #: 97— 1 (,o OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
1 7&
I O�
CRITICAL AREAS #:
SEPA DETERMINATION: D H,!5 -
SHORELINE REQUIRED?: N�
LOT AGGREGATION REQUIRED?:
REDUCED SITE PLAN (8.5Xll) PROVIDED FOR STREET FILE?
OTHER:
Plan Review By:
+ -f,--�ot4D 6
.9
1Alibrary\APlandatNewComm.doc
09 40
& 9 0 . I o 9 -
City of Edmonds
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be fifled out by any person
preparing a Development Permit
Application for the City of Edmondsprior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any .
potentiat 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 Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
A;4
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.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
coWunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
/Z all;1i4A, *'/4
Name
Street Address
zt-k
779--5T7��
City, State, ZIP
Phone
Signature
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
—Date gignature Date
0
cAku_r_- NO.
%itical Areas Checklis /1 A - QV_ �, t& 14-1
Site Information (soils/topography/hydrology/vegetation)
1.
Site Address/Location:
2.
Property Tax Account Number: R12 7-0 3 000<?
3.
Approximate Site Size (acres or square feet): 7 5'� 130 7571?
4.
Is this site currently developed? no.
_�Lyes;
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% 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: Approx. Depth:
7.
Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8.
Site is in the floodway floodplain of a water course.
9.
Site contains a creek or an area where water flows *_ross the grounds surface? Flows are year-
round? k10 Flows are seasonal? �-IU (What time of year?
10.
Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc)
11.
Obvious wetland is present on site: �,A-2
_for City Staff Use Only
Site is Zo nM?
2.:.�.:.�SCS
mapped soil type(s Z&yq-�
.... Waland inventory or C.A. map indicates wetland present on site?.
44
ni tical: Areas inventory or C.A. map:�indicaties Critical Area on site?
. .....
...........
... ...
wi ide: hazard area)
:Site: 'thin designated earth subsidence1andsli
.. —
designated on the Environmentally: Sensitive Areas Map9
. .. .. .... ... ... . .... ..
DETERMINATION
STUDY REQUIRED CONDITIONAL WAIVER
__4,,:��_WAIVER
Reviewed by:.. . ... .. ..... -
\<_-Pinner Date
Rcv01/004
It*
itical
CA IWO.
A rm -n f6,n i- le 1; + .
/1 11 - 19V �- M� 1-4-el,
Site Information (soils/topography/hydrology/vegetation)
1
Site Address/Location:
2.
Property Tax Account Number: 000<?
3.
Approximate Site Size (acres or square feet): 7 5�( 130
4.
Is this site currently developed? K no.
--L—yes;
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% ( 4,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: k10 Approx. Depth:
7.
Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8.
Site is in the floodway floodplain of a water course.
9.
Site contains a creek or an area where water flows agaross the grounds surface? Flows are year-
round? A)O Flows are seasonal? VO (What time of year?
Site is primarily: forested
urban landscaped (lawn,shrubs etc)
meadow
11. Obvious wetland is present on site: Y')r
shrubs mixed
.. ... .. . City Staff Use Only
1__ Site is Zoned? 77 A"-
2....:,:..SCS mapped soil type(s)l Z&*^,---
:3 .. ....... Wetland inventory or C.A. map indicates wetland present on site?,
4." "'Critical Areas inventory or C.A. map indicates Critical Area on site?
S. Site within designated earth subsidence landslide hazard area? X)o
6__ ..... Site designated on the Environmentally Sensitive Areas Map9
DETERMMATION
STUDY REQUIRED
___,4:'--'WAIVER
�Reviewed by:.
\,zz:*1a'nner
CONDMONAL WAIVER
LZZL49
& Date
Rcv01/04(94
00
& 90 - 199-
City of Edmon&
Critical Areas Checklist
The 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 a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine 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 Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
XP
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.
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
CoWunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Name
Street Address
City, State, ZIP Phone
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
I
Signature Date Signature Date
0
a 9 * - 19 " -
0 Ar.
Lie,
Nf;
Criticat Are''a""'s�-'Ch6ck-list
The Critical Areas Checklist contained on
ads fbrm is to be filled out by any person
preparing a Development Permit
Application fo ' r the City of Edmondsprior
to his/her submittal of a development
pwrnit to the City. -
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to compleft the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
and3ubmit it to ft City. ne City will
review the checklist, malm a precursory site
visit, and malm a determination of the
subsequent steps necessary to complete IL
development permit application.
With a signed copy of this form, the
wolicant should also submit a vicinity Map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s).
addition, the applicant shall Include
other pertinent information (e.g. site
plan, topography map, etc.),or studies in
.conjunction with this Checklist to assidt
staff In completing their preliminary
a wment of the site.
I have wmpleted the Ittached CridcW Area Checklist and attest that the answers provided am
factual, zo the best of my knowledge (fill out the appropriate column below).'
Owner / Applicant:
Za 1? 4. VI-z--Z i2XI-le-.7
Nam
;�50 11Z"a44e
Stma AddrM
F64
�ga 4,4 Z?9-5-9;Y
,,Z
city, state, ZIP Phono
Dam
Applicant Representative:
0
;e.s
NUM
SUVMA Ad&m
city, &ate, ZIP
sigma= Date
I
Critical Areas Checklist
e
.7r7 011
eg
ormation (soilshopography/hydrology/v on
Site Inf
L
Site�Address/Location- A 50 .4/
cc. Nu'mb
Tax A ount' er- P
2 Property' g2-o.3,
3. Approximate Site Size (acres or square feet): `7
4. Is this site currently developed? -X—Yes; no.
IC4
If yes; how Is site'developed? OL
graph
5. Describe the general site topo y Che'& all'that app y.
Flat: less than 5-feet elevation change over entire site.
K
Rolling: slopes -on site generally less d,= 15% (a veitical rise of 10-feet over, a
horizontal distance of 66-fed).
Hilly: slopes present on site of more than 15% and less than 30% ( jv4rticafrise
of 10-feet over a horizontal distance of 33 to 66-fea).
Steep: grades of greater than 30 % present on site (a vertical rise of I Veet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal stabding water:
Approx. Depth:
What season(s) of the year?
.8. Site is in the floodway floodplain' Atb of a water courm
9. Site contains a creek or an area where water flows agXoss the grounds surface? Flows are year-
round? LI-0 Flows are seasonal? VU (What time of year?
10. Site is primarily: tbrested meadow _; shrubs mixed
urban landscaped (lawn,shrubs,
11. Obvious wetland is present on site:
al� Staff use 01,4Y
77
van . t.dry or d+premtoasit Ll
C.A. mp indi wii1in
A _A.'=p.%di'Wa QifiW Arm on sitc?
P.4 tim mvect,60 or C
W Within i�"9+M,t" m** subsidiii4i:16drAW fi� ArW
th� Eh
on VIVOnmed
.. . .......
Al
ty
to
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7<b
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Zate
K"011004
APPLICATION
for
0
The City of Edmonds SEDE SEWER PERMIT EASEMENT No . ..........................................
NEW CONSTRUCTION C] REPAIRS E]
lol-og600
OWNER................ Rawl -e y. -,...T-r.ac.y ........................................................ CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS........... 2.5.0 ... 4-th ... Axe�* ... z . . ................................................... LEGAL DESCRIPTION: LOT No . ............................... I ............... BLOCK No . ............................................
NAMEOF ADDITION .........................................................................................................................................
Uj
.j
UL
CD
Dye Tested On Sewer
June, 1972
Approved:
DATE................................................ By ......................................................................
890 . 19,91-
%
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City of Edmonds
Critical Area- . s -'Chocklist-".
The 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 a development
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. Ile
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her 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.
With asigned copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent infonnation (e.g. site
plan, topography map, etc.) 'Or studies in
cogiunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and anest that the answers provided are
factual, to the best of my knowledge (fill out'the appropriate column below).
Owner I Applicant:
41
;A1
Name
-2,5-0
Street Address
Fdong7o,,Wr
City, State, ZIP Phone
Applicant Representative:
33-
Street Address
7-3 9 5>5
City, State, ZIP Phone
17
Signature Date Signature
Date
FILE NO.
*Critical Areas Checklit
Site',biformafloP (soil's./.topography/hydrology/vey,(etation)
dd
I Site, A, ress/Location:
2.4;��' Prop6rty'Tax Account'Number':'A, 97-o3-q-14o�T-ovocl
3. Approximate Site Size (acres or square feet): 75:r,/3071 750
4. Is this site currently developed?
yes; no.
If yes; how is site' developed)
5. Describe the general site topography': Check alfthai a'pply-
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 v4rti
cal 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: kV Approx. Depth:
7. Site contains areas of seasonal standing water: ye� —; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain A10 of a water course.
9. Site contains a creek or an area where water flows oss the grounds surface? Flows are year-
round? klo Flows are seasonal? M (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped Oawn,shrubs etc)
11. Obvious wetland is present on site:
I -A d
rL"
ReVOU004
NOTICE:
No warranty of accuracy.
The information shown on the attached map(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The City of
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not limited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
on map(s), nor for any one representation
provided based upon said map(s).
d
u
0:
0
z
C4
W
z
0
z
0
z
z
0
LO
0
c
Oil
r-li ;dupe-ndent h1quiry
's;'IA nl -A !to !4,1^1FT.cfl of wri smwr sub busm
St& may or n, ay Int exist v,,,,d n, ay or may not exist at ft
kcca,Nr, shmin. Neither the CIRy of Ediunds nor Its employees of officers
shail bo Rabig tcf the Info!m a -ton given on this map, no; for any oral
jepres�nWl on pruAded basecl upon said map.
City of Edmonds
Traffic Impact Analysis Worksheet
Name of Proposed Project: ?
&(-
Owner/Applicant
_��N �_T
Name
Street/Mailing Address
EdVVM&Sj \AJA- 91M
city — .1 State Zip
Telephone:
Applicant Contact Person:
Name
Street/Mailing Address
city
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
%-9 Z
State Zip
Project Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
I and 7 only (Worksheet/Checklist)
11. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: Avv--
(Attach a vicinity map and site plan.)
b. Specify existing land use: of(l c-e-
c. Specify proposed type and size of development: oxq_,�'Ce
(# of residential units andlor
5
footage of building)
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I of 5
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
Fee for prior use shall be based *on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 iffipact fee shall be used.
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
vfp, etc.
New Use u $ x 5 Z,
Prior Use -(10 $ X I Z—
Fee
$7 1
1$ ) �
NewUseFee: Prior Use Fee: $ $
0 NEW DEVELOPMENT
ITE Land Use Category Per Unit
I Fee Rate
New Use
El OTHER
Units in
square feet,
# of dwelling,
vfp, etc.
X I � = .
Fee
MITIGATION FEE RECOMMENDATION:
S
INDEPENDENT FEE CALCULATION: $200.QEt consultant fee)
$
TOTAL TRAFFIC IMPACT FEE
$
City of
Division Approval
f
Z"Zl/
Date
No impact fees will be due, nor. will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Inipact Analysis Worksheet Page 5 of 5
1:` - 1 - - ,
oV E Q Af
'00
,
CJ CITY, OF EDMONDS RECEIVED
ISC JUN 2 41999
ENVIRONMENTAL CHECKLIS \
44,-, DEVELOPMENT SERVICES CTR.
%ori
CIT
CITY OF EDMONDS
Purpose of Checklist:
The State Environmental Policy Act (SEPA). chapter 43.21C RCW. requires all govcnimcnial agencies to consider the
crivironnictital impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all
proposals with probable sigrdficant adverse impac(s on the quality of the environment. The purpose of this checklist is to provide
inforination to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it
can be done) and to help the agency decide whether an EIS is required.
Ii,"structionsfor Applicants:
This crivironnicrital checklist asks you to describe sonic basic information about your proposal. Governmental agencies use this
checklist to dcterininc whether the environmental impacts of your proposal arc significant, requiring preparation of an EIS. Answer
the questions briefly, with the most precise inforination known, or give the best description you can.
You niust answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer
the questions from your o%%n observations or project plans without the need to hire experts. If you really do no( know (he answer, or
if a question does not apply to your proposal, write "do not know" or does not apply". complete answers to the questions now may
avoid unnecessary delays later.
Sonic qucstions ask about govcrunicrital rcgulations, such as zoning, shoreline, and landmark designations. Answer these questions
if you can. If you have problems, the govcrniiicn(al agencies can assist you.
The checklist questions apply to all parts of ),our proposal, even if you plan to do (hern over a period of time or on different parcels of
land. Attich any additional inrormation that will help dcscfibc your proposal or its environmental cffccls. The agency to which you
subrnit this checklist may ask you to explain ),our answers or provide additional inrormition reasonably related to dc[cmiining if
there may be significant adverse impact.
Use of checklistfor nonprojectproposals:
Conipictc this cliccklist for nonproject proposals, C%-Ctl though questions may be answered "does no( apply," * IN ADDITION,
SUPPLE , MENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as
.proposcr," and "affected geographic area," respectively.
A. BACKGROUND
1. Narne of proposed project, if applicable:
2.
3.
Name of applicant:
Nickolson
Office Buil-ding @ 250 4th Avenue South
Brad BuLterfield
Address and phone number of applicant and contact person:
Brad Butterfield
Butterfield Design Group
400 Dayton Street, Suite C, Edmonds, Wash.
980TO
425/775-0564
CHKLTCCC,1-N0%*-91 Page I of 24
0 0
I ;
4.
5.
Date checklist prepared: June I , 1998
Agency requesting checklist: City of Edmonds.
6. Proposed timing or schedule (including phasing, if applicable):
- Aj)ply ing f or AD13 a ovrova I and a bu i Iding pe rmi t by la te summe r 1998
(STAFF COMMENTS)
7. Do you have any plaus for future additions, expansion, or rurlher activity rela(cd to or connected with this
proposal? If yes, explain.
Do not know.
(STAFF COMMENTS)
8. List any environmental information you know about that has been prepared, or will be prepared, directly related
to this proposal.
None .
(STAFF COMMENTS)
9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes, explain.
No .
(STAFF COMMENTS)
CRUT ' DCCNI-NOV-93 Page 2 of 24
KkMR\SPFA
0 0
10. List any government approvals or permits that will be needed for your proposal, if known.
ADII Board approval and buildinp permit - City of Edmonds.
(STAFF COMMENTS)
IL Give brief, complete description of your proposal, including lite proposed uses and size of the project and site.
There are several questions later in this checklist that ask you to dvicribc certain RspCCts of your proposal. You
do not need to repeat those answers on this page.
Office -Building of approximntely 8,690 ,;.f.
(STAFF COMMENTS)
12. Location of the proposal. Give sufficient information for a person to understand the precise location of your
proposed project, including a street address, if any, and section, township, and range, if known. Ir a proposal
would occur over a range of area, pro%ide range or boundaries of the site(s). Provide legal description, site plan,
Vicinitv map, and topographic map, if reasonably available. While you should submit any plans required by the
agency, you are not required to duplicate maps or detailed plans sub'mitted with any permit applications related
to this chccklisL
Property Address: 250 Fourth Avenue South
Ednionds, WA 98020
(Legal Description Attached)
(STAFF COMMENTS)
P.- I -kI IA
0 - 0
TO BE COMPLETED BY APPLICANT
B. ENVIRONMENTAL ELEMENTS
1. Earth
- a. General descrip(ion of the site (circle one): 171,11, rolling, hillY, steep SIOPcs, mountainous, other:
Flat to sloping.
(STAFF COMMENTS)
1). What is the steepest slope on (he site (approximate percent Slope)?
The property slopes from 0' to Vin 130'
(loss than 7%)
(STAFF COMMENTS)
C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you
know the classification of agricul(ural soils, specify them and note any prime farmland.
See aLtarlipd-
(STAFF COMMENTS)
d. Are (here surface indications or history of unMable soils in the immediate vicinity? If so, describe.
N o .
(STAFF COMMENTS)
01KLT ' DWI-NOV-93 Page 4 of 24
NLkMR11SPF#k
0 0
C. Describe the purpose, type and approximate quantities or any filling or grading proposcd. Indicate source
or fill.
See at tached .
(STAFF COMMENTS)
Could erosion occur as a resul(of clearing, construction, or use? irso,gcncrallydescrille.
No .
(STAFF COMMENTS)
9. About what percent of the site will be covered with impervious surfaces after project construction (for
example, asphalt or buildings)?
Approximately 71%.
(STAFF COMMENTS)
h. Proposed measures to reduce or control erosion, or other impacts to the earth, ir any:
See attached.
(STAFF COMMENTS)
2. Al It
IL What types of emissions to the air would result from the proposal (i.e., (lust, automobile, odors, industrial
wood smoke) during construction and when the project is completed? If any, generally describe and give
approximate quantities if known.
Possible dust during construction, no emissions after project
is complete, other than automobiles.
(STAFF COMMENTS)
Cli�T DC-CNINOV-41
Page 5 of 24
0
1). Are (here any off -site sources of emissions or odor that may cffcc( your proposal? If so, generally describe.
N o .
(STAFF COMMENTS)
C. Proposed measures to reduce or control emissions or other impacts to the, if any:
None
(STAFF COMMENTS)
3. WATER
a. Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal s(reams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. if
appropriate, state what stream or river it flows into.
No .
(STAFF COMM ENTS)
(2) Will the project require any work over, in, or adjacent to (within 200 feet) (he described waters? If
yes, please describe and attach available plans.
N o .
(STAFF COMMENTS)
(3) Estimate the amount of rill and dredge material that would be place(] in or r(!mo%-(!(f front surface
water or wetlands and indicate the area of the site that would be affected. Indicate the source or rill
material.
None .
(STAFF COMMENTS)
MUT * DCOI-NOV.93 Page 6 of 24
PLAUMMSPEA
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(4) Will file proposal require surface water withdrawals or diversions? Give general description,
purpose, and approximate quanti(ics if known.
N o .
(STAFF COMMENTS)
(5) DOCS (fie proposal lie within a 100-yearnoodplain? If 30, note location on the site plan.
B.ased oil the Feb. 19, 1986 Flood Insurance Rate Map,
no portion of the pruject lies within the 100 year f loodplain
(STAFF CONIMENTS)
(6) Does tile propoiai involve any discharges of waste materials to surface wafers? If so, describe the
type of waste and anficipa(ed'volume of discharge.
N o .
(STAFF CONIAIENTS)
b. (;round:
(1) Will ground water be withdrawn. or will water be discharged to ground water? Give
general description, Purl)OsC, and approximate quantities if known.
N o .
(STAFF CONII%IENTS)
, 'r r*-w'% I vAt. - Pa ve 7 nf 7.1
(2) Describe waste material that will he discharged into the ground from septic tanks or
other sources, if any (for example: Domestic sewage; industrial, containing (he
following chemicals ... ; agricultural; etc.). Describe the general size of the system, tile
number or such systems, the number of houses to be served (if applicabic), or the
number of animals or humans the systcm(s) arc expected to serve.
None .
(STAFF COMMENTS)
C. Water Runoff (including storm water):
(1) Describe file source of runoff (including storm water) and method of collection and
disposal, if any (include quantities, if known). Where will this waternow? Will this
waternowinto other waters? If so, describe.
See attached.
(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? If so, generally describe.
See attached.
(STAFF COMMENTS)
d. Proposed measures to reduce or control surface, ground, and runoff water imllac(s, if any:
See attached.
(STAFF COMMENTS)
CMUTD001-NOV-93 Page 8 of 24
MASTERWFA
4. Plants
a.
Check or circle types of vegetation found on the site:
deciduous tree: alder, maple, aspen, other:.
x evergreen tree: Fir, cedar, pine, other:
x shrubs
X grass
- pasture
- crop or grain
wct soil plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eclgrass, milfoil, other:
other types of vcgc(a(ion:
(STAFF COMMENTS)
b. What kind and amount of vcgc(ation will be rctnovcd or aftered?
The existing grass and marginal shrubs will be replaced with
new landscaping which will meet the E.C.D.C. landscape
reuuirement.
(STAFF COMMENTS)
C. List threatencd or cndangercd species known to be on or near the site.
None .
(STAFF COMMENTS)
Page 9 of 24
d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation On the
site, if any:
The existing grass and shrubs will be replaced with new
1aiidscaDi11R WhiCh Will Meet Lhe L.G.D.C. landscape requirenient.
(STAFF COMMENTS)
5. Animals
a. Check or circle any birds an(] animals which have been observed on or near (he site or are known to be on
or near (he site: None .
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
h. List any threatened or endangered species known to be on or near (he site.
No ne .
(STAFF COMMENTS)
C. Is the site part of a migration route? If so, explain.
N o .
(STAFF COMMENTS)
CHUT D001-90V-93 Page 10 of24
WASnRWEA
0
0
d. Proposed measures to preserve or enhance wildlife, if any:
None .
(STAFF COMMENTS)
6. Fnergy and Natural Resources
a. What kinds or energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed
project's energy needs? Describe whether it will he used for healing, manufacturing, C(C.
Electric, natural gas for heating and lighting.
(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
No.
(STAFF COMMENTS)
C. What kinds of energy consen,ation features are included in the plans of this proposal? Lis( other proposed
measures to reduce or control energy impacts, if any:
This project will meet all requirements of the energy codes.
(STAFF COMMENTS)
OWLTDC01-MOV43 Page I I of 24
7. Environmental Health
a., Arc there any environmen(al health hazards, including exposure to toxic chemicals, risk or fire and
explosion, spill, or hazardous waste, that could occur as a result or this proposal? ir so describe.
(STAFF COMMENTS)
(1) Describe special emergency sen-ices (hat might be required.
None .
(STAFF COMMENTS)
(2) Proposed measures to reduce or control environmental health hazards, if ally:
None
(STAFF COMMENTS)
b. Noise
(1) What types of noise, exist in file area which may affect your project (for example: traffic,
cquipmen(, operation, other)?
None .
(STAFF COMMENTS)
Page 12 of 24
C14KLT MOI-NOV-9)
MASTEPLISPEA
0
(2) What types and levels of noise would be created by or associated with (lie project on a short-term or
a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise
would come from the si(e-
Short-term: Typical construcLion noises during
construction hours. (7:00a.m.to 4:30 p.m.)
(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
No n e.
(STAFF COMMENTS)
8. Land and Shoreline Use
a. What is the current use or (lie site and adjacent properties?
Current use is single-family resi:dence with a C.U.P. for office.
Adjacent properties are single-family residences and multi-
family residences and multi -family complexes and business uses
with C.U.P. and PA.D. substation.
(STAFF COMMENTS)
b. Has the site been used for agriculture? If so, describe.
N o .
(STAFF COMMENTS)
rage 13 of 24
C. Describe any structures on (fie site.
Sitiple familv residence.
(STAFF COMMENTS)
d. Will any structures be demolished? If so, what?
Single fainily residence.
(STAFF COMMENTS)
C. What is the current zoning classification of the site?
R1.1 1.5 - Multiple Residential - High Density.
(STAFF COMMENTS)
f. What is the current comprehensive plan designation of the si(e?
R H 1 . 5
(STAFF COMMENTS)
g. If applicable, what is the current shoreline master plan designaflon of the site?
N / A
(STAFF COMMENTS)
Page 14 or24
CHUT ' DCOI-NOV43
KA.SnRXSPEA
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h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify.
No .
(STAFF COMMENTS)
i. Al)l)ro]LiM2tC[y how many people would reside or work in the completed project?
Do not know. The project will provide off-street parking as
per tile square fooLage parking requirements for the building
occupan : ts per the E.C.D.C.
(STAFF COMMENTS)
i. Approximately how many people would the completed project displace?
None .
(STAFF COMMENTS)
k. Proposed measures to avoid or reduce displacement impacts, if any:
14 / A
(STAFF COMMENTS)
1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if
any:
'Fliis project is compatible with existing andprojected land
uses and plans.
(STAFF COMMENTS)
Page IS of 24
rmLLTnmi.Nov.q1
1 0
9. Housing
a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income
housing.
(STAFF COMMENTS)
b. Approximately how many units, if any would be eliminated? Indicate whether high, mid0e, or low-
income housing.
None .
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
None .
(STAFF COMMENTS)
10. Aesthetics
a. What is (lie talicst height of any proposed struchirc(s), not including antennas; what is (lie principle
exterior building matcrial(s) proposcd7
30' tall with Pitched roof is themaximuni height allowed as per
the E.C.D.C.
Exterior materials of cedar shingles for exterior walls.
(STAFF COMMENTS)
CHUT ' DWINOV-93 Pap 16 of 24
KkMp%Spr-A
0 - 0
1). What views in the immediate vicinity would be altered or obstructed?
None .
(STAFF COMMENTS)
C. Proposed measures to reduce or control aesthetic impacts, if any:
—Approval of aesthetics by the Edmonds Architectural 6esipn
—Board required to continue this project.
(STAFF COMMENTS)
Light and Glare
a. What tvpco'f light or glare will the proposal produce? What time of day would it mainly occur?
None .
(STAFF COMMENTS)
b. Could light or glare front the finished project be a safety hazard or interfere with views?
N o
(STAFF COMMENTS)
C. What existing off-sitc sources of light or glare may affect your proposal?
Do not know any.
(STAFF COMMENTS)
Poge 17 of 24
0
d. 11roposcd measures to reduce or control light and glare impacts, if any:
None .
(STAFF COMMENTS)
12. Recreation
a. What designated and informal recreational opportunitici are in the immediate vicinity?
City parks, Puget Sound beaches, City recreation center,
private athletic club.
(STAFF COMMENTS)
b. Would (lie proposcd project displace any existing recreation uses? ir so, describe.
N o .
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts on rccrcafion, including recreation opportunifies to be
provided by (lie projcct or applicant, if any:
Notle .
(STAFF COMMENTS)
Page IS of 24
C"UTD001-NOV-93
MAMMSPEA
13. Historic and Cultural Preservation
a. Arc there any places or objects listed on, or proposed for, national, state, or local preservation registers
known to be on or next to the site? If so, generally describe.
No .
(STAFF COMMENTS)
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to (he site.
None .
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts, if any:
None .
(STAFF COMMENTS)
14. Transportation
a. Identify public streets and highways serving (lie site, and describe proposed access to the existing street
system. show on site plans, if any.
Public streets at project are: 4th AvQnue South, Dayton and
Walnut Streets.
(STAFF COMMENTS)
Page 19 of 24
0 0
1). Is site currently served by public transit? If no, what is the approximate distance to the nearest transit
Stoll?
One block.
(STAFF COMMENTS)
C. How many parking spaces would the completed project have? How many would the project clintina(c?
22 Parkitig spaces.
(STAFF COMMENTS)
d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not
including driveways? If so, generally describe (indicate whether public or private).
N o .
(STAFF COMMENTS)
C. Will the project use (or occur in (lie innnediate vicinity of) water, rail, or air transportation? If so,
genet -ally describe.
(STAFF COMMENTS)
Page 20 of 24
CHKI.T.CC01-NOV-93
"MRISPEA
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f. How many vehicular trips per day would be generated by (lie completed project? If known, indicate when
peak volumes would occur.
Approximately 8690 s.f. (gross) with required parkinp per
E.C. D.C. of 22 standard parking stalls, including ( 1) H.C.
accessable. Approximately 40 vehicular trips/day with peak
times during normal business hours of 9:00 a.m. - 5:00 p.m.
(STAFF COMMENTS)
g. Proposed measures to reduce or control transportation impacts, if ally:
Tile primary incentive to control trips is due to building
design and location. The building location is easily accessible
by public transportation.
(STAFF COMMENTS)
15. Public Sen-ices
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
Normal fire and police protection.
(STAFF COMMENTS)
b. Proposed measures to reduce or control direct impacts on public services, if any:
Project will meet or exceed all current fire code requirements
for new buildings.
(STAFF COMMENTS)
Page 2 1 of 24
16. Utilities
a. Circle titilifies curren(ly available at (lie site:
a n i t
y sciveDsel)(ic system, other:
(STAFF COMMENTS)
b. Describe the utilities that are proposed for the project, the utility providing the service, and the general
construction activities on the site or in the immediate vicinity which might be needed.
Snohomish Coun ty P . U . D . , Geric ra 1 Telephone Co . , Washing ton
Natural Gas, City of Edmonds Sewar System
(STAFF COMMENTS)
C. SIGNATURE
The above answers are true and complete to (lie best of my knowledge. I understand that the lead agency is relying on them (o
make its decision.
Signature of Proponent
Date Submitted
Page 22 of 24
CHUT.D001-NOV-93
KkMF0SPF-k
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ATTACHMENT TO
CITY OF EDMONDS ENVInONMENTAL CHECKUST
B. I ENVIRONMENTAL ELEMENTS- Earth
c. What general 01)es of soils are found on Me site (for eximple clay. sand, gravel,
peal. inuck)? 11you know Me classification of agricultural soils, specify them arid
note any prin)o farmland.
Do not know, no agricultural soils were found on the subject property.
e. Describe (lie purpose, 1K)e arid approximate quantities of any filling or grading
proposed. Indicate source of fill.
Approximately 3,500 cubic yards of material will be removed for construction of
underground parking, and approximately 1,000 cubic yards of filling will be
required to adjust suoice elevations to accommodate the drain;3qe and ptirking
improvements. Consistent with Community Development Code City ot Edmonds
Environmental Section: soils and topography. grading and filling on the silo will
proceed In accordance with the following policies:
Glading will not jeopardize the stability of any slope or of any adjoining property.
Teq1po1irY--%osion-con1to1 measures will be undertaken to reduce erosion
during construction.
Proposed measures to reduce or ccrilrol erosion, or other impacts to the earth, if
any.
Drainage protection is proposed around the building ind development areas, with
the use of foundation arid toot dtain systems that ninply into a tiUlit-lined stormwiter
system. The storin water system will be tied to the existing system in Fourth Avenue
South.
Erosion protection of the exposed soils areas will benchieved through
contlininent of potential tunoff on the site or on the adjacent property. Willi the
planling of cleared areas with lawns and shrubs In the landscape areas, post -
construction potential for erosion w ill be negligible and Is not expected to
exceed pre-consimclion levels. All erosion control measures Imposed by tile City
of Edmonds Engineering Department will be followed.
0 0
B.3. ENVIRONMENTAL ELEMENTS- Water
C. Water Runoff (including storm water):
(1) Oescribe (tie source of runoff (including storm water) and me. thod of
collection arid disposal, if any (including quarilifies, if known). Where Mil
this water flow? Will this water Ilow into other waters 7 it so, describe.
The principal source of runoff will be rainwater and snow n-ielt from root,
parking arid landscape Impervious sutfaces. storm water runoff will be
collected In a system of catch basins arid underground pipes and
conducted to a detention system which will discharge Into Ilia existing
storm system on 4th Ave. S. which eventually discharges into Puget
Sound.
(2) Could waste truterials enter ground or surface waters 7 If so, generally
describe.
Typical components of storm water from Impervious surfaces such as
roads and parking areas and runoff from yard arid other open spaces are
petrochemicals, automotive waste products. fertilizers and pesticides.
In the completed project. storm water runoff from imperious surfaces on
Ilia site will be collected in Ilia catch basin collection system and tr9ated
with oil/water separation before being routed to the adjoining storm sewer
system for eventual discharge into Puget Sound. Sanitary sewer service
will be provided by the City of Edmonds.
d. Proposed measures to reduce or control surface, ground, and runoff water
Uppacls, it any.,
During construction temporary nicasures will be employed to control runoff and
water quality. including approptiale best nianager-rient practices. in 1110 completed
project, oillwater separation and detention will control impact of runoff from
impervious suifaces, including those subject to vehicle uses.
I'loof runoff is relatively clean and does not generally require water quality
treatment.
DRAINAGE REPORT
FOR THE
NICKOLSON OFFICE BUILDING
AT 250 4TH AVE. S., EDMONDS
WITHIN SEC. 23, TWN. 27 N., R. 3E., W.M.
SNOHOMISH COUNTY, WASHINGTON
JRR # 99-36
PREPARED FOR:
BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
(425) 771-8475
PREPARED BY:
RONALD K. RIACH, P.E.
d.b.a. JRR ENGINEERING
16030 52ND AVENUE WEST
EDMONDS, WA 98026-4724
PN. (425) 787-6020
qli� FAX (425) 742-5221
? /9 502 1
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7
0 0
This report has been prepared by JRR Engineering for Bruce Nickolson, as support information for a
Commercial Site development within the City of Edmonds. Any revisions to the proposed project may
not use or depend upon this report without the written permission of JRR Engineering.
City approval for the commercial site will require items which are generally as follows:
I . Provide an off -site analysis
2. Identify existing conditions and possible development impacts
3. Show compliance with City code requirements for drainage
Calculations and design plans are based on good engineering practice, City of Edmonds code
requirements, methods and procedures in the Department of Ecology Stormwater Management
Manual for the Puget Sound Basin (1992), and investigation of the existing system in the project area.
General Site Description/Condition
The subject property (site) consists of one lot totaling approximately 9750 SF (.22 acres) and is
located on the West side of 4th Ave. S. approximately 250' North of Walnut Street. Said property has
a street address of 250 4th Avenue South, Edmonds, and is within the SE quarter of the SE quarter of
the SE quarter of section 23, township 27 North, range 3 East, W.M., Snohomish county,
Washington.
The site is bounded o ' n the South by a power substation, on the West by an alley with multifamily
residential buildings beyond, on the North by a multifamily residential building and on the East by 4th
Avenue South.
Existine Drainame
Existing drainage at and around this site consists of urban runoff. At this time there is no storm
drainage system on the site to collect runoff. The existing building on the site utilizes splash blocks
and no downstream drainage is currently impacted. No wetlands have been identified on or adjacent
to the site. The Project is outside the floodplain and contains no shorelands.
On the West and the South edge of property are catch basins that are the collection points for
upstream runoff. These catch basin are connected through piping with varying diameters. Flow
direction from catch basin to catch basin is determined with existing pipe invert elevations and catch
basin rim elevations. Pipe diameter, rim elevation, invert. elevation, and flow direction information can
be found on the General Site Plan. A merging point was found in a catch basin located West of the
SW comer of the property.
4 15-
0
Proposed Drainage
It is anticipated that developed runoff from the site will continue to flow in the Westerly direction as in
the present condition. An increase in impervious area is proposed, and runoff from the new
commercial site, and the paved access and parking areas will be collected via catch basins and
conveyed by a combination of PVC & corrugated high density polyethylene pipe (CPEP) to an
oil/water separator which will contain an outlet control tee. The conveyance system will also act as
the detention system.
Development Impacts
The parking configuration, landscaping and drainage improvements are proposed to provide access
and parking for the proposed use and improve the collection of surface water runoff on the site.
Runoff water quality will be improved by.the installation of a baffle type oil/water separator.
No significant erosion has been observed around the existing grading and no significant erosion is.
anticipated on the subject property or adjacent properties, due to the proposed development.
Post development peak flows are expected to have no significant impact on existing downstream
conditions as described in the following off -site Analysis & Downstream Conditions summary
information.
It is also anticipated that:
(1) Modifications to the existing drainage system will not cause runoff to be diverted onto or
away from the adjacent downstream property.
(2) The proposed improvements are not expected to aggravate an existing drainage problem
or create a new drainage problem on adjacent or downstream properties.
(3) An oil/water separator with a two orifice control structure is proposed for treatment and
for releasing runoff at pre -developed rates (see plan).
(4) The proposed project conveyance system will contain and convey the 100-year design
storm.
(5) The Clearing Limits which are anticipated consist of and coincide with the property lines,
which will be marked prior to construction to. indicate and delineate proposed
improvements.
Erosion/Sedimentation Control Desien
Silt fencing, construction entrance and typical cover techniques will be employed to minimize the
potential for erosion and sedimentation A complete erosion and sedimentation control plan will be
provided in the construction drawing submittals.
;.,_ 4 15
0
0
Off Site Analysis
The site is generally at the same grade as the abutting properties, and is generally not affected by
toupstream off -site areas". Storm runoff is limited to that which is generated "on -site".
Downstream conditions consist of a storm drainage system. Minimal erosion has been observed
around the exist ' ing grading. No significant erosion is anticipated on the subject property due to the
proposed development.
Post development peak flows are expected to have no significant impact on existing downstream
conditions.
Downstream Conditions
Site Visit: June 9, 1999
Weather: Overcast and Dry
Observer: Jason E. Schaefer
Beginning near the Southwest comer of the site at 250 4th Avenue South:
Observer noted an elevation drop of approximately 5 feet from the East to West Edge of property.
Numerous catch basins are located at or near the edge of property on the South and West sides. A
catch basin is located near the Southwest comer of the property which receives flows from an eight
inch diameter pipe from the North and a six inch diameter pipe from the East. Flows continue via an
eight inch concrete pipe to the South approximately 30 feet to a type I catch basin, and from this CB
through an 8-inch concrete pipe to the West, apparently traveling along a common property line
between two multifamily residential buildings and discharging into a catch basin on the East side of 3rd
Ave. S. which also collects street runoff from the East side of 3rd Ave. S. The elevation drop from
the West Edge of Said Property to this catch basin is approximately 5.5 feet. From this catch basin, a
pipe continues in the westerly direction and tees into a storm drain fine running North to South in 3rd
Ave. S. This drain pipe travels approximately 570 feet from said catch basin in the Southerly direction
to Shelleberger Creek. Along this 570 foot lengthrunoff is received from numerous catch basins and
curb inlets and apparently discharges into Shelleberger Creek at its crossing under 3rd Avenue South
where the creek is contained within a 24" diameter concrete pipe. On the West side of 3rd Ave. S. the
Creek resumes an open channel flow traveling in the Westerly direction.
3 a� 15
Summary of Desi2n
Soils:
Alderwood Series
Hydrologic Group "C"
Runoff Characteristics:
Existing & Proposed C,: 85 Meadow
98 Impervious surfaces
Design Storms:
2 Year Design storm precipitation = 1.5 inches
6 Month Design storm precipitation 1. 5(.64) = .96 inches (Not Used)
10 Year Design storm precipitation 2 inches
100 Year Design stonn precipitation = 3 inches
i
Pre -Development Condition:
Site Area = 9750 SF (.22 ac.)
Landscape area = 9750 SF (.22ac.)
Impervious Area = 0 SF (0 ac.)
2 Year design storm peak runoff 0 1
10 Year design storm peak runoff = .03
100 Year design storm peak runoff = .07
Post -Development Condition:
Site Area = 9750 SF (.22 ac.)
Landscape area = 2750 SF (.063ac.)
Impervious Area — 7000 SF (. 161 ac.)
2 Year design storm peak runoff = .08
10 Year design storm peak runoff = . I I
100 Year design storm peak runoff 18
Detention Required: 466 W
Detention Provided: 466 W
tj o f
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JRR ENGINEERIN
16030 52nd Avenue West
Edmonds, WA. 98026-4724
(425) 787-6020
Fax: (425) 742-5221
HMOS am% HIt
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III At it
THE NICKOLSON OFFICE BUILDING
job no. 99-36 BRUCE NICKOLSON
design RKR 9829 CHERRY ST.
drawn JES
Opp Ydo RKR EDMONDS, WA 98020
dwg. NICKOLSON/95?— DATE: 6/18/99 (0 0�
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JRR ENGINEERING
16030 52nd Avenue West
Edmonds, WA. 98026-4724
(425) 787-6020
Fax: (425) 742-5221
job n
design RKR
drawn JES
Opp 9 V do RKR
dwg. NICKOLSON/TESC
71
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THE NICKOLSON OFFICE BUILDING
BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
DATE: 6/18/99
ENONEERiNq & PIANNiNq SERViCES
16030 52nd Avenue WeSte Edmonds. WA 98026-4724
(425) 745-1766 * Fax (425) 742-S221
Project
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JRR ENGINEERIN THE NICKOLSON OFFICE BUILDING
16030 52nd Avenue West job nQ6.— 99—H BRUCE NIC I KOLSON
Edmonds, WA. 98026-4724 dealgri MR
(425) 787-6020 &3" AS 9829 CHERRY ST.
Fax: (425) 742-5221 app*Vd" RKR EDMONDS, WA 98020
dwv- 'RcML'oNM3c DATE: 6/18/99 .10 0� Is
SPECIFY STORM OPTION:
1
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREWYEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,1.5
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
.2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
.22, 85, 0, 98, 19.25
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .2 85.0 .0. 98.0 19.3
PEAK-Q(CFS) T-PEAK(HRS) VOL (CU- FT)
.01 7.83 359
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
nic2pr
------------- ----------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
.063,86,.161,98,1.1
DATA PRINT-OUT:
AREA( . ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .1 86.0 .2 98.0 1.1
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT).
.08 7.,67 861
ENTER [d:1[pathjfilename[.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH:
nic2po
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
I I Orr )s'
;C.S.' TYPE-lA RAINFALL DISOBUTION
:NTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
.0,24,2.00
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ZNTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
.22,85,0,98,19.25
F__
DATA PRINT-OUT: J,--K I S 7-
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .2 85.0 .0 98.0 19.3
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.03 7.83 633
ENTER [d:1[path]filename[.ext1 FOR.STORAGE OF'COMPUTED HYDROGRAPH:
niclOpr
SPECIFY STORM OPTION:
1
S.C.S. TYPE-3-A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOLJR), PRECIP(INCHES)
100,24,3.00
----------------------------------------------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
.063,86,.161,98,1.1
.063,86,.161,98,1.1
r
DATAPRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .1 86.0 .2 98.0
PEAK-Q(CFS) T-PEAK(HRS) VoL(Cu_FT)
.11 7.67 1231
ENTER (d:][pathlfilenamel.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
niclOpo
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
n
STORM OPTIONS:
I - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION: . /Z d 1'5�
S.C.S. TYPE-lA DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
..; ---------------------------------------- ; -------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
.22,85,0,98,19.25
DATA PRINT-OUT: loo YEA R
ARKA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
.2 .2 85.0 .0 98.0 19.3
PEAK-Q(CFS.) T-PEAK(HRS) VOL(CU-FT)
.07 7.83 1263
ENTER Ed:][pathlfilename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
nicloopr
woe -- - - - - - - - - - - - - - - - - - - -
ENTER: A(PERV), CN(PERV), A(IMPERV). CN(IMPERV), TC FOR BASIN NO. 2
.,063,86,.161,98,1.1
DATA PRINT-OUT: Io c - oye-
AREMACRES) PERVIOUS IMPERVIOUS TC(MINEITES)
A CN A CN
.2 .1 86.0 .2 98.0 1.1
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.18 7.67 1998
ENTER [d:][pathlfilenamel.ext] FOR STORAGE OF COMPLITED HYDROGRAPH:
niclOOpo
SPECIFY: C CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
13 dr- 19
is
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE DEPTH(ft): 3.00, 3.00
3).VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME: niclOOpO.
5) PRIMARY RELEASE RATE(cfs):. .07
6) NUMBER OF TEST HYDROGRAPHS: 2
TEST HYD, I FILENAME: nic2po TARGET RELEASE(Cfs): .01
TEST HYD 2 FILENAME: niclOpo TARGET RELEASE(cfs):. .03
7) NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in):' 2, 3.00, 8
8) ITERATION DISPLAY: NO
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
..... ..... ... .
/Y
BOTTOM ORIFICE: ENTER Q-MAX(CfS)
.012 .4157
DIA.= �&t INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.65
DIA.- 1.36 INCHES
PERFORMANCE: INFLOW TARGET -OUTFLOW
DESIGN HYD: .18 .07
TEST HYD 1:1 .08 .01
TEST HYD 2: .11 .03
SPECIFY: D - DOCUMENT, R - REVISE,
ROUTING DATA:
ACTUAL -OUTFLOW PK-STAGE STORAGE
.07 Z-99 3,0 +661130
-olt90
.01 i. I'va *6
.03 1.88 9-&62M
A - ADJUST ORIF, E - ENLARGE, S - STOP
STAGE(FT) DISCHARGE(CFS.) STORAGE(CU-FT)
.00 .00 .0
.30 .00 24.3
.60 .01 66.5
.90 .01 117.9
PERM-AREA(SQ-FT)
.0
.0
.0
1.20
.01
174.6
.0
1.50
.01
233.7
.0
1.65
.01
263.4
.0
1.8,0
o3
292.8
.0
2.10
.04
349.4
.0
2.40
2.70
.05
.06
400.8
443.0
.0
.0
3.00
.07
467.4
.0
3.10
.28
467.4
.0
3.20
.66
467.4
.0
3.30
3.40
1.00
1.14
467.4
467.4
.0
.0
3.50
1.27
467.4
.0
AVERAGE
VERTICAL PERMEABILITY: o.MINUTES/INCH
SPECIFY:
F - FILE, N
- NEWJOB, P - PRINT IF/OF, R
REVISE, S STOP
3,3
2- (,;q
44'
2-. q5,. Z. f 4
3
ok
VS4 600,
pw_
-F 15-
'V6
A
May: 25, 1999
Buffettield Design Gtoup
400 Dopon
Edmonds, Washington 98020
T61: 425.775.0564
Fax: 425.776.5746
Jeannin 'Graf
e
City. of Edmonds
*Community Services Dept.
Building Division
1215 1h Ave. N.
Edmonds, WA 98020
th
Reference:* Nickolson Office Building/4 Ave. South
Dear Jeannine:
Regarding submittal of construction-documbnts for thqabove referenced project,
-enclosing a letterfrom Steve
per our conversation with Lara Knaak, we are
Bullock'which states that application for a building permit.is the only th.ing that will
vest the Conditional Use Permit.
It is our understanding that the City has agreed to. allow us to submit the
geotechnical soil test after removal of the building currently occupying the
property.
If there are any further questions or clarifications, please contact our office
immediatelyso we can resolve any issues that would'imppct the July 2,. 999,
expiration of the Conditional Use Permit for this project.
Sincerely,
Bradley J. Butterfield
UP
BUTTERFIELD DESIGN GRO
Cc: Ray Miller
Bruce Nickolson
09 r 0
Inc.
a MONDS
CITY OF ED
121 SM AVENUE NonTH - EDMONDS. WA 98020 - (425) 771-022U - FAX (423) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Plannhig - Buildhig - Engineering
Monday. May 10, 1999
Brad Butterfield
Butterfield Design GlOuP
400 Dayton St.
Edmonds, WA 98020
BARi3ARA FAHEY
MAYOR
L)car Brad:
This letter is ill 1cply to your qucstion-5 of when your cuff ent Conditional Use Permit expires and
if you may apply for another extension. I talked with ilic Planuing Supmisor, Jeff Wilson,
aj)out the expiration of tile Conditional Use pcillil( (cull) for your project on 4'h Ave. S. and
ieviewing tile code and previous decisions, we reached tile conclusion that application for a
building pcitnit is tile only thing that will vest tile CUP ill your situation. The decisions issued
on this Conditional -Usc Pe"llit also limit it to one extension. This all adds up to tile expiration Of
(Ile appioved CUP on July 2 of this year.
I'm soff y I don't have wlY better "ews-
have on tilis issue.
cc: street file for 316 Main St.
Glaf, Jeanninc
Feel free 10 contact Ile will, ally questions you might
0 inromorotedAuQU51 11. 1890 9
TUTPL P.02
CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planninn/Buildinri e Parks and Recreation En-ineering 9 Wastewater Treatment Plant
it, C. S'4'�
Transmittal
R E cria. 1, V E D
Date: July 16, 1998 JUL 16 1998.
To: Brad Butte rfield 5NGINEEi9ING
Subject: CU-97-31
Transmitting PLANNING DIVISION EXTENSION REQUEST DECISION
For Your Information: -X
As you requested:
For your file:
Comment:
Note attachments: X
Sincerely,
CC: B. Bruce Nicholson
Ct—ng -iri-eeri —ng. Drviislorl�'
Fire Department
Parks Division
Planning Division
Public Works Division
Sharla Graham, Administrative Assistant
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
0 0
CITY OF EDMONDS
121 5TH AVENUE NORTH, EDMONDS, WA 98020
PLANNING DIVISION
EXTENSION REQUEST
DECISION
To: File # -97-3
From:
v
;Stev ullock, AICP
Senior Planner
Date: JULY 15,1998
File: CU-97-31
1. INTRODUCTION
A. Application
1. Applican : Brad Butterfield, Butterfield Design Group (see Attachment 2).
2. Site Location: 250 4h Ave. S. (see Attachments I and 2).
3. Regues: An extension of an approved Conditional Use Permit to allow an office building
in an RM- 1.5 zone.
4. Review Process: Extension of Time, Planning Staff makes final decision.
5. Major Issues:
a. Compliance with Edmonds Community Development Code (ECDC) Chapter 20.05.020.0
(CONDITIONAL USE PERMITS — General Requirements).
b. Compliance with Edmonds Community Development Code (ECDC) Chapter 20.95
(Application and Staff Review).
B. Description of Proposal
The applicant has submitted a letter requesting an extension to their Conditional Use Permit which
was issued July 2, 1997.
C. Decision
Based on statements of Fact, Conclusions and Attachments in this report, we approve the
extension request.
II. FINDINGS OF FACT AND CONCLUSIONS
A. Request
1. Facts:
1h
a) The extension request was filed prior, April 15 , to the expiration date, July 2d, of the
originally approved Conditional Use Permit. It has been filed in a timely manner.
b) The code allows for one 1 -year extension for approved Conditional Use permits.
9703 1 xtn.doc / July 15, 1998 / Staff Report
Funtasia
File No. CU-98-30
Page 2 of 2
2. Conclusion:
a) The extension should be granted.
III. RECONSIDERATION AND APPEALS
The following is a summary of the deadlines and procedures for filing reconsideration's and appeals. Any
person wishing to file or respond to a recommendation or appeal should contact the Planning Department
for further procedural information.
A. Request for Reconsideration
Section 20.100.010.G allows for the Hearing Examiner to reconsider his decision or
recommendation if a written request is filed within ten (10) working days of the date of the initial
decision by any person who attends the public hearing and signs the attendance register and/or
presents testimony or by any person holding an ownership interest in a tract of land which is the
subject of such decision or recommendation. The reconsideration request must cite specific
references to the findings and/or the criteria contained in the ordinances governing the type of
application being reviewed.
B. Appeals
Section 20.105.020.A & B describe how appeals of a Hearing Examiner decision or
recommendation shall be made. The appeal shall be made in writing, and shall include the
decision being appealed along with the name of the project and the date of the decision, the name
of the individual or group appealing the decision, their interest in the matter, and reasons why the
appellant believes the decision to be wrong. The appeal must be filed with the Community
Development Director within 14 calendar days after the date of the decision being appealed.
IV. LAPSE OF APPROVAL
Section 20.05.020.0 states'Unless the owner obtains a building permit, or if no building is required,
substantially commences the use allowed within one year from the date of approval, the conditional use
permit shall expire and be null and void, unless the owner files an application for an extension of the time
before the expiration date.'
V. APPENDICES
V
Attachments I throug�y-
1. Vicinity and Zoning Map
2. Extension request
VI. PARTIES OF RECORD
Brad Butterfield
Butterfield Design Group
400 Dayton St. Suite C
Edmonds, WA 98020
B. Bruce Nicholson
9829 Cherry St.
Edmonds, WA 98020
Engineering Division Planning Division
Fire Department Public Works Division
Parks Division
9703 1 xtn.doc / July 15, 1998 / Staff Report
�j
WTTERFiELD DESIGN GROUP
400 Dayton Street, Suite C
Edmonds, Washington 98020
Telephone: 425/775-0564 Facsimile: 425/776-5746
April 15,1998
Mr. John Bissell
Community Services Department
121 Fifth Avenue North
Edmonds, Washington 98020
Re: Conditional Use Permit Number CU-97-31
Dear Mr. Bissell:
RECEIVED
APR 15 1998
COMMUNITY SERVICES
We have been issued a Conditional Use Permit of our project at 250 Fourth
Avenue South. That permit expires on July 2, 1998. We respectfully request an
extension on that permit, as our other projects in Edmonds have delayed
development of that site. We intend to proceed with our ADB permit forthwith.
If you require further information on this request, please contact me.
Sincerely,
Brad Butterfield
JH
cc: Mr. Bruce Nickolson
Sep-14-99 09:53A
0
P . 0 1
BUTTERFIELD
DESIGN
GROUP
TRANSMITTAL
To:
Company: -
Date:
project:
Mossago:
RECE IVED
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FROM: ATTACHMENTS:
CC:
:42.5.1 10-ar—
ds. VVA 98020 Telephone: 4251775-0564, Fax
y1on Sirool. Edmon
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CITY OF EDMONDS SIDE SEWER PERMIT
18 90
- PERMIT ��10 9151
Address of Construction:
Property Legal Description (Include all easements):
Owner and/or Contractor:
State License No.
11 Single Family
11 Multi -Family (No. of Units-)
?KCommercial
Public
Building Permit No.
.r, //..� e
�?009U 3
EDMO
E
Invasion into City Right -of -Way: El No L; ATMEN
..9
RW Construction Permit No.= _LL
Cross other Private Property:,E5,No 'El Yes
Attach legal description and copy of recorded easement
I cO� �yal*fiave read and sh'aA comply with all city requirements
as indicated on the back of the Permit Card.
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 771-3N ",UBLIC ORKS DEPT.
Permit Fee: 30 t S Issued By
Trunk Charge: zo Date Issued:
I f
Assessment Fee: Receipt No.:
Lid No.: -
Partial Inspection: nu� 9fl) _/6 co 4 J 0 Date 61 nitial
- Comments
Reason Rejected: Date -Initial
Final Inspection Approved: Datel-22-01 lnitialt;-�' .1
PERMIT MUST BE POSTED ON JOB SITE
White Copy; File Green Copy: Inspector Buff Copy: Applicant
Re�,sed 3190
(b
<
The City of Edmonds
Side Sewer Drawing
10
EASEMENT NO . ............................................
NEW CONSTRUCTION
REPAIRS
LID NO . ................... ASMT. NO .
..................
OWNER....................................................................... ........................ CONTRACTOR ..... ....... ns. t! ....................................... PERMIT NO.
Tk.- -5, ..... . ......................
JOB ADDRESS ....... 1.4 .....
T
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00
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FR
r", I,', f, on �J, prop,,� I;.
ry i
IT 0
0
PWW-0001-11/75 (REV.11/78)
T
C,
U)
c
LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
NAMEOF ADDITION .......................................................................................................................
goo.
0
Approved:
DATE...... /Z�� .............. By ....... C4� ...................
RECEIVED
MAR 0 6 2000
oEVELOPMENT SERVICES CTR.
WY OF EDMONDS
Ms. Maryanne Zukowski
Traffic Engineer
Community Services Department
Engineering Division
City of Edmonds 00
121 5th Avenue North
Edmonds, WA 98020
Re: Nickolson Office Building
Traffic Impact Analysis
L 5 0=0
ENGINEERS / SURVEYORS / PLANNERS / DEVELOPMENT (ONSULTANTS
March 3, 2000
LSA No. 4141
LA
C-D e'l
rip) C 0
q*y(y'
14 P'K
The purpose of this letter is to provide traffic information regarding the proposed Nickolson
Office Building, a proposed commercial building to be located in downtown Edmonds. The
proposed building location is on the west side of 4 1h Avenue S north of Walnut Street. The
proposed structure will have two occupied stories and a lower level dedicated to parking. The
front of the building faces 4 Ih Avenue where a driveway is located. The building garage
entrance will have a second entrance on the alley west of the building.
Trip Generation
The total number of vehicle trips expected to be generated by the project were determined
using the ITE Trip Generation Manual, 6th Edition, 1997. The expected trip generation is
gross building square feet. Traffic would be generated primarily by employees, visitors and
deliveries. The expected trip generation from the proposed building is shown in Table 1. The
net trip generation is that of the proposed new structure less that of the existing house located
on -site.
Trip Distribution
The projected trip distribution for the 84 ADT and 12 p.m. peak hour trips generated by the
project is shown in on Figure 1, Trip Distribution. Since trip generation is primarily staff and
visitors, most of trip distribution is expected to be on arterials accessing areas of residential
land use. The trip distribution indicates that half of the traffic will access the site via SR-104
south of Edmonds. The remainder of the traffic is expected to travel by major routes to and
from north, major routes to and the east, and a smaller portion diffused through the City of
Edmonds surface streets. No segment of the WSDOT road system will have 10 or more
project generated AM or PM peak hour trips. Traffic to and from the east could use the
intersection of 5th and Dayton as an alternative route. The estimated maximum number of
trips through this intersection is 8 ADT and 1 p.m. peak hour trip.
Lovell-Sauerland & Associates, Inc.
19400 33rd Ave. W., Suite 200. Lynnwood, WA 98036 800-775-7663 425-775-1591 425-672-7998 fax
I i %
Mr. Maryanne Zukowski
MAR 0 6 2000
DEVELOPMENT SERVICES CTR. March 3, 2000
CITY OF EDMONDS
Page 2
Total Average Weekday Trips (ADT)
Office Building less 10 ADT from existing house ................................... 84
AM Peak Hour Trips
Office Building less existing house .............................................. 13
Inbound Trips (88%) ......................................................... 12
Outbound Trips (12%) ........................................................ 1
PM Peak Hour Trips
Office Building less existing house .............................................. 12
Inbound Trips (17%) ......................................................... 2
Outbound Trips (83%) ........................................................ 10
1. Trip rates are average rates from the ITE Trip Generation Manual, 6th Edition
Traffic Mitigation
The City of Edmonds has a traffic concurrency mitigation program whereby the City has
identified projects designed10 maintain an acceptable level of service within the City. The City
has an ongoing review. VVith this trip generation and distribution 4nfQrmat*Qn- the City will
determine if the Droiect meets the threshold for voiect related traffic imr)acts. Therefore —the
aDDlicant is not Drovidina traffic miticiation at this time.
Sincerely,
Dale B. Watkins, P.E.
APA" 23395 *10
X,
NAL 313100
[�IRE31' /
S 030S
LEGEND
XX% = % DISTRIBUTION' INECEIVED
XX = AVERAGE
WEEKDAY TRIPS MAR 0 6 2000
XX = PM PEAK HOUR DEVELOPMENT
TRIPS C4Ty OF SERVICES CTR.
'EpA4ONt)S EDMONDS
9/v
<)
sl
ui
EDMONDS CITY LIMITS-
WOODWAY CITY LIMITS
Q:�ro
ERBENIDR
PINE ST.
L
P4
19-
CASPERS ST
25%
21
2
35%. 10%
29 8
3 MAIN ST 1
DAYTON ST
10%
8
WALNUT ST
HOLLY DR
HOMELAND DR
50
42
HEMLOCK WY 5
2E_AMONT LN
04
TRAFFIC GENERATION
50% NET WEEKDAY ADT ................ 84
4 A2,
5 NET PM PEAK HOUR ............ G
NICKOLSON BUILDING
TRAFFIC DISTRIBUTION MAP
FIGURE NO. 1
NO. 4141
"TREET FILE
2000
DEVE-Irjph"ENT SF
E '�� C '3
CITY OF Jog C
GEOTECHNICAL ENGINEERING STUDY
THE NICKOLSON OFFICE MELDING
250 FOURTH AVENUE SOUTH
EDMONDS9 WASHINGTON
-G- 1166
Prepared for
Gram Construction Services, Inc.
1506 Tenth Place North
Edmonds, Washington 98020
January 25, 2000
Geo Group Northwest, Inc.
13240 NE 20th Street, Suite 12
Bellevue, Washington 98005
Phone: (425) 649-8757
Geotechnical Engineers, Geologists
Eel r9] Group Northwest, Inc. & Environmental Scientists
January 25, 1999 G-1 166
Mr. Greg Mummy
Gram Construction Services, Inc.
1506 Tenth Place North
Edmonds, Washington 98020
Subject: Geotechnical Engineering Study
The Nickolson Office Building
250 Fourth Avenue South
Edmonds, Washington
Dear Mr. Mummy:
Geo Group Northwest, Inc., is pleased to present our geotechnical engineering study report for
the site referenced above in Edmonds, Washington. The purpose of this study was to evaluate
the geotechnical issues regarding the proposed construction of a new three-story office building
at the site. These issues include earthwork guidelines, foundation support, slab -on -grade floors,
drainage, and pavement subgrades. These services have been provided in accordance with the
terms of our proposal dated January 14, 2000
PROJECT DESCRIPTION
The site is located on the west side of the 200 South block of Fourth Avenue in the downtown
neighborhood of Edmonds, Washington. The site is currently developed with a single -floor
wood-fi-ame building that is a former residence converted to an office. The location of t�e site is
shown on Plate I - Vicinity Map.
We understand the existing building will be removed from the site or demolished, and a new.
three-story office building (two stories of office space over an at -grade parking garage) will be
13240 NE 20th Street, Suite 12 a Bellevue, Washington 98005
Phone 425/649-8757 e FAX 425/649-8756
0
January 25, 2000 G-1 166
Mr. Greg Mummy - Gram Construction Services, Inc. Page 2
built on the site. The proposed development is expected to involve minimal grading, although a
limited amount of fill will need to be placed at the east end of the site. The location of the
existing site features and an outline of the proposed new building location are illustrated on Plate
2 - Site Plan. The proposed grading for the project is shown on Plate 2A - Development Plan.
Foundation loads are expected to be typical for this type of building.
SCOPE OF WORK
The purpose of this study is to provide geotechnical recommendations for the proposed
development of the site. . Our scope of work included the following:
Excavated four exploratory test pits at the site using a backhoe, The test pits were located
near the comers of the site, at the direction of Gram Construction. The test pits were
completed to depths of 7.5 to 8.5 feet below the ground surface. Both borings were
logged by an experienced-Geo Group Northwest geologist and soil samples were
collected for laboratory testing for moisture content at our office;
Performed engineering analyses for foundation support, slab -on -grade garage floor, and
earthwork and grading considerations;
Prepared this geotechnical report of our activities, findings, conclusions, and
recommendations for the design and construction of the proposed office building at the
site.
SITE CONDITIONS
Surface Conditions
The site is a rectangular property that measures 75 feet by 130 feet and is located in downtown
Edmonds, Snohomish County, Washington. The site currently is developed with a vacant single -
floor office building converted from being a residence.
Geo Group Northwest, Inc.
January 25, 2000
G- 1166
Mr. Greg Mummy - Gram Construction Services, Inc. Page 3
The site is relatively flat, but has a small slope (about 3 feet high) that drops from FourthAvenue
to the site. Site elevations range from approximately 115 feet in the east part of the site to I I I
feet in the west part of the site. Vegetation on the site generally consists of grass lawn area on
the east, south, and west sides of the existing building, fiuit trees and planter beds in the west
part of the site, and some shrubbery along the north side of the site.
We understand the site will be redeveloped as a new three-story office building that will occupy
essentially the entire site. The building will consist of an at -grade parking garage with a concrete
slab floor, and two floors of office space above the garage. The proposed finished floor
elevations in the parking
garage range between 114 feet in the east part and I I I feet in the west
part. Anticipated building -loads are understood to be typical for buildings of this type. '
We understand that grading of the site will consist of minimal cutting and filling. - Up to about 3
feet of fill will be needed in the east part of the site for the grade transition between the parking
garage and the street.
Subsurface Exploration
Subsurface site conditions were evaluated by excavating four exploratory test pits (TP- I through
TP4) at the site on January 18,,2000. The test pits were excavated under the supervision of a
Geo Group geologist by using a backhoe. The test pits were completed to depths of 7.5 to 8.5
feet below ground surface. The loc ' ations of the test pits are shown on Plate 2 - Site Plan. Test
pit logs and a legend describing the soil classification system and other nomenclature used on the
logs are presented in Appendix A of this report. Soil samples were collected from the test pits
for analysis for moisture content. The analysis results are presented. on the test pit logs.
Soil Conditions
Subsurface soils encountered in the borings consist of a layer of topsoil between I -and 2 feet
thick in each of the test pits. The topsoil was very dark grayish brown in color and contained
roots to about 6 to 12 inches below ground surface. Medium dense to dense mixtures of sand,
silty sand, and silt were encountered below the topsoil layer in each of the test pits. These native
soils typically were damp to moist, and exhibited variable degrees of rust -colored oxide staining
in the sandier layers and around gravel clasts. The sand and silt layers typically exhibited weak
Geo Group Northwest, Inc.
January 25, 2000 G-1 166
Mr. Greg Mummy - Grain Construction Services, Inc. Page 4
to moderate degrees of bedding. At depths of 2 to 4 feet, however, the soils were typically moist
to wet due to the presence of seepage.
In test pits TP-3 and TP-4, a layer of dense to very dense, damp, grayish fine to medium grained
silty sand with gravel was. encountered below the bedded sediments at depths'of 6 to 7 feet and
extended to the bottom of the test pits. These dense, unsorted soils appeared to be glacial till. In
test pit TP-2, occasional lenses of unsorted silty sand with gravel were noted at 5 to 7 feet below
ground surface, but were situated between layers of bedded sand and silt immediately above and
below. No unsorted, till -like soils. were encountered in test pit TP- 1.
Groundwater Conditions
Water seepage was encountered in the test pits, typically at depths of 2 to 3 feet during our
exploration. The seepage was typically located in the uppermost part of the native soils.
Moderate to heavy seepage, resulting in some limited caving of the test pit walls, was observed in
test pit TP- I in the northeast comer of the site. Light seepage with minimal to no sloughing or
caving was observed in the other three test pits.
CONCLUSIONS AND RECOMMENDATIONS
General
In our opinion, the site is geotechnically suitable for the proposed development. The proposed
building can be supported on conventional spread footings that bear directly on the dense, native
soils, or on structural fill or lean -mix concrete that is placed directly on the dense
native soils.
Based on the soil conditions encountered during our investigation, it is our opinion that the
topsoil layer and the wet loose to medium dense soils present to depths of 2 to 3 feet below
existing ground surface are unsuitable to support the proposed building, sidewalks, and
pavements. These soils will need to excavated down to the dense, native soils and replaced with
a free -draining structuraI fill material (such as a free -draining pit.run or crushed rock)approved
by the geotechnical engineer. Ile depth of removal of soft subgrade soils in the- sidewalk and
pavement areas can be limited to 12 inches.
Geo Group Northwest, Inc.
0
January 25, 2000 G-1 166
Mr. Greg Mummy - Gram Construction Services, Inc. Page 5
We also recommend that an exterior foundation footing drain system be installed around the
building to drain water seepage away from the building. The footing drain pipe should be placed
at the elevation of the bottom of the footing. Our detailed recommendations for use in the design
and construction of the project are presented in the following sections of this report.
Site Preparation and Earthwork
We anticipate that earthwork at this site will generally consist of the following tasks:
clearing and grubbing of the existing vegetation and improvements,
removal of the topsoil layer,
excavation to dense native soils in the building area,
excavation of up to 12 inches of soft wet soils in sidewalk and pavement areas,
replacement of over -excavated areas with structural fill material, and
placement of up to about 2 feet of additional structural fill east of the building to build the
driveway to the street.
The on -site soils typically contain a high percentage of fines (silt) and are highly moisture -
sensitive. These soils also tend to have higher than optimum moisture contents, because of the
presence of water seepage at depths of about 2 to 3 feet. It is possible that the depth to dense
soils mayvary somewhat in areas that have been disturbed by previous development (such as the
existing building area, the vicinity of the mature trees on the site, and possible on -site sewerage
systems). These areas may need fin-ther over -excavation and backfilling.
The on -site soils will be highly susceptible to disturbance (softening and rutting) by construction
equipment when exposed during construction. If subgrade,disturbance occurs in the building,
sidewalk, or pavement areas, the disturbed soils shpuld be replaced with compacted structural
fill. We recommend using imported material consisting of clean sand and gravel with less than 5
percent fines (material passing the U.S. Standard #200 sieve by weight relative to the fraction of
material passing the 3/47inch sieve). Structural fill should be placed in lifts eight to 10 inches in
.loose thickness and should be compacted to at least 95 percent of the maximum dry density in
a ccordance with ASTM D-1557 Compaction Test Procedure. If the on -site soils have near -
optimum moisture contents, are free of organics and debris, and can be successfully compacted to
the required degree, they can be used as structural fill during dry weather conditions.
Geo Group Northwest, Inc.
0 0
January 25, 2000
G- 1166
Mr. Greg Mummy - Gram Construction Services, Inc. Page 6
Structural Fill
All structural fill material used to achieve design site elevations below the building area and
below non -structurally supported sidewalks, driveways, and patios, should meet the requirements
for structural fill. During wet weather conditions, material to, be used as structural fill should
have the following specifications:
1. Be free draining, granular material containing no more than five (5) percent fines (silt and
clay -size particles passing the No. 200 mesh sieve);
2. Be free of organic material and other deleterious substances;
3. Have a maximum size of three inches in diameter.
All fill material should be placed at or nearits optimum moisture content. The optimum
moisture content is the water content in soil that enables the soil to be compacted to the highest
dry density for a given compaction effort.
We anticipate that the on -site material will be unsuitable in its existing condition for use'as.
structural fill, especially during wet weather, due to its high moisture content and silty natu re.
During dry weather, however, the on -site soil may be used as structural fill, provided the material
is near its optimum moisture content for compaction purposes. It should be noted that an
imported granular fill material may provide more uniformity and be easier to compact to
structural fill specifications than the on -site silty soils.
If the on -site soils are to be used as engineered structural fill, it will be necessary to segregate the
topsoil and any other organic- or debris from the soil. Also, the soil will need to be moisture' .
conditioned to bring it near to its optimu M moisture content for compaction. The soil' will need
to be protected (such as by covering it with plastic sheeting) from weather and from
contamination with unsuitable materials until it is used.
Structural fill should be placed in thin horizontal lifts not exceeding ten inches in loose thickness.
Structural fill placed in areas with slopes greater than 15 percent shall be placed on, horizontal
benches cut into dense soil, to prevent possible later lateral movement. Structural fill under
building areas (including foundation and slab areas), should be compacted to at least 95 percent
of the maximum density, as determined by ASTM Test Designation D- 1557-91 (Modified
Geo Group Northwest, Inc.
0
0
January 25, 2000
Mr. Greg Mummy - Gram Construction Services, Inc.
G-1 166
Page 7
Proctor). Structural fill below sidewalk and driveway areas should be compacted to at least 90
percent of the maximum density.
We recommend that Geo Group Northwest, Inc., be retained to evaluate the suitability of.
structural fill material and to monitor the compaction work during construction for quality
assurance of the, earthwork.
Building Foundations
The proposed building can be supported on conventional spread footings that bear directly on the
dense native soils, or on structural fill or lean -mix concrete that is placed directly on the dense
native soils. Based on the findings from our soil investigation at the site, we anticipate that
medium dense to dense, native soils are present at approximately 2 to 3 feet below the existing
-ground surface in the proposed building location.
Soft soils present below the foundation footing locations should be over -excavated down to
dense, native soil. The footings then can be extended to the depth to the dense soils, or the over -
excavated areas below the base of the footings can be replaced with compacted structural fill.
Alternatively, the over -excavated areas below the foundation footings can be backfilled with
lean -mix concrete.
Individual spread footings may be used for supporting columns and strip footings for bearing
walls. Our recommended design criteria for these foundations are as follows:
- Allowable bearing pressure, including all dead and live loads
Dense native soil 2,000 psf
, Compacted structural fill = 2,000 psf
- Minimum depth to bottom of perimeter footing below adjacent final exterior grade = 18
inches
- Minimum depth to bottom of interior footings below top of floor slab = 12 iiiches
- Minimum width of wall footings = 16 inches
Geo Group Northwest, Inc.
January 25, 2000 G- 1166
Mr. Greg Mummy - Gram Construction Services, Inc. Page 8
Minimum lateral dimension of column footings = 24 inches
- Estimated post -construction settlement = Y2inch
- Estimated post -construction differential settlement; across building width = %inch
A one-third increase in the above allowable bearing pressures can be used when considering
short-term transitory wind or seismic loads.
Lateral loads can also be resisted by friction between the foundation and the supporting
compacted fill subgrade or by. passive earth pressure acting on the buried portions of the
foundations. For the latter, the foundations must be poured "neat" against the existing
undisturbed soil or be backfilled with a compacted fill meeting the requirements for structural
fill. Our recommended parameters are as follows:
Passive Pressure (Lateral Resistance)
- 350 pcf equivalent fluid weight for compacted structural flll
- 350 pcf equivalent fluid weight for native dense soil.
Coefficient of Friction (Friction Factor)
- 0.35 for compacted structural fill
- 0.35 for native dense soil
We recommend that footing drains be placed around all perimeter footings. More specific details
of perimeter foundation drains'are provided in the "Drainage Considerations" section of this
report.
Slab -On -Grade Floors
To avoid moisture build-up on the subgrade, slab -on -grade floors should be placed on a capillary
break, which is in turn placed on the prepared subgrade. The capillary break should consist of a
minimum of a six (6) inch thick layer of free -draining crushed rock or gravel containing no more
than five (5) percentfiner than No. 4 sieve. A vapor barrier, such as a 6-mil plastic membrane, is
recommended to be placed over the capillary break beneath the slab to reduce water vapor
Geo Group Northwest, Inc.
0
January 25, 2000
Mr. Greg Mummy - Gram Construction Services, Inc.
transmission through the slab. Two to four inches of. sand may be placed over the barrier
membrane for protection during construction.
G- 1166
Page 9
Prior to placing the capillary break, the barrier membrane and.the concrete for slabs -on -grade, we
recommend the final subgrade be proof -rolled with a piece of heavy construction equipment.
Any soft spots or disturbed areas detected should be re -compacted or excavated, replaced and
compacted.
Drainage Considerations
The finished ground at the site should be graded such that surface water is directed off the site.
Water should not be allowed to stand in any area where footings, slabs or pavements are to be
constructed. During construction, loose surfaces should be sealed at night by compacting the
surface to reduce the potential for moisture infiltration into the soils. Final site grades should
allow. drainage away from the building. We suggest that the ground be sloped at a gradient of
three (3) percent for a distance of at least ten feet away from the building except in areas that are
to be paved.
Groundwater seepage was encountered at depths of 2 to 4 feet in. the test pits excavated on site.
The observed seepage at test pit TP- I in the northeast comer of the site was moderate to heavy,
and the test pit walls were subject to caving. Light to moderate seepage and minor caving were
observed in test pit TP-2 near. the southeast comer of the site. Based on these observations, we
anticipate that groundwater seepage at the site may be significant where grading or excavations
for footings intersect seepage zones. Any seepage that does occur during construction should be
collected by ditching that drains to a sump from where the water can be removed.
We recommend that a foundation drain system be installed around the outside of the building
foundation. The drain system should be constructed of perforated PVC pipe a mui miu'm of 4**
inches.in diameter (larger if significant seepage is encountered in the excavation) and surrounded
with a layer of washed gravel drain rock or crushed rock. The PVC pipe should be placed along
the base of the footing. A non -woven geotextile such as Mirafi 140NL, or other, as approved by
the geotechnical engineer, should be placed between the drain rock (or crushed rock) and backfill
soils to prevent movement of soil into the drain material. A generalized illustration of a typical
footing drain detail is presented in Plate 3 - Typical Footing Drain. Please note that backfill soils
placed below sidewalk and pavement areas need to meet structural fill requirements.
Geo Group Northwest, Inc.
January 25, 2000 G- 1166
Mr. Greg Mummy Grain Construction Services, Inc. Page 10
The foundation drains should be connected to tightUnes that discharge into the storm sewer
disposal system. Under no circumstances should roof downspout drain lines be connected to the
footing drainage system. All roof downspouts must be separately tightlined to discharge into the
storm water collection system. We recommend that sufficient cleanouts be installed at strategic
locations to allow for periodic maintenance of the footing drains and downspout tightlines.
Pavement Subgrades
We recommend the driveway area subgrade be prepared as described in the Site Preparation and
General Earthwork section of this report. Following removal of the topsoil layer, pavement areas
that have soft, we4 or unstable subgrade soils should be excavated to a depth of 12 inches below
proposed pavement subgrade elevation, and the excavated area should be backfilled with free -
draining structural fill or crushed rock and compacted following the recommendations in the
"Structural Fill" section of this report. Areas of soft, wet or unstable subgrade may still exist
after this process. If so, over -excavation of the unsuitable material and replacement with
compacted structural fill or crushed rock may be required.
LEWITATIONS
This report has been prepared for the specific application to the proposed construction at this site
as described in this report, and for the exclusive use of Grain Construction Services, Inc., and its
authorized representatives. Third-partY reliance on findings, conclusions, or recommendations in
this report will be at that party's sole risk. We recommend that this report be included in its
entirety in the project contract documents for reference during project design and construction.
Our findings and recommendations stated herein are based on field observations, our experience
and judgement. The recommendations are our professional opinion derived in a manner
consistent with the level of care and skill ordinarily exercised by other members of the profession
currently practicing under similar conditions in this area and within the budget constraints for
this project. No warranty,' expressed or implied, should be understood.
Variations in subsurface soil or groundwater conditions are possible in areas between exploration
locations and may also occur with the passage of time. In the event that.subsurface conditions
are found to vary from those anticipated, Geo Group Northwest, Inc. should be notified and the
conclusions and recommendations in this report should be re-evaluated.
Geo Group Northwest, Inc.
0
January 25, 2000
Mr. Greg Mummy - Gram Construction Services, Inc.
ADDITIONAL.SERVICES
G-1 166
Page I I
We 'recommend that Geo, Group Northwest Inc. be retained to perform wreview of the final
design and specifications for the proposed development to verify that the geotechnical
recommendations provided in this report are properly interpreted and incorporated into the design
and construction documents.
We also recommend that Geo Group Northwest Inc. be retained to provide monitoring and
testi rig services for geotechnically-related work during construction, including earthwork activity,
foundation, sidewalk, and pavement subgrade verification, and drainage installation. A Geo
Group Northwest, Inc., representative should observe geotechnically-related construction work
for compliance with the geotechnical recommendations in this . report, and should be available to
discuss and recommend design changes, it needed, in the event substance conditions differ from
those anticipated prior to the start of construction. The scope of these services does not include
monitoring construction safety measures, nor directing the contractor's methods except as
specifically described in this report.
Respectfully Submitted, &&A^dL&
NM -#'�
Geo, Group Northwest Inc. CA
20114
'UNAL
Keith Johnson William Chang, PE LOMS 21191 Z,40,j
Geologist Principal
Attachments:
Plate I - Vicinity Map
Plate 2 - Site Plan
Plate 2A - Development Plan
Plate 3 - Typical Footing Drain
Appendix A - Boring Logs
Geo Group Northwest, Inc.
f
N eW=Or C 000a
Z� r
TP-4
Ivor Tp-1
.7.7
0-or
0
m o u
. -.41
Z-50 4r" A/C:. Z�.
...........
CArr"
>
IL- M3826 W
drar
TP-3
TP-2
wor
4� wr
N
.pg
N 8VP=O(:p
LEGEND
EXPLORATORY TEST PIT
TP-1 (APPROXIMATE LOCATION) .0 0 40
SCALE: 1 inch 20 feet
SITE PLAN
Group Northwest, Inc. THE NICKOLSON OFFICE BUILDIN . G
Gootechnical Eminsers. CieologW & 250 FOURTH AVENUE SOUTH
Envirorunental Scientists EDMONDS, WASHINGTON
SCALE: 1 2&. 1 DRAWN: KJ I CHECKED: WC DATE; 1/20/00 1 PROJECT; G- 1166 1 PLATE 2
F r
M
W
0
LEGEND
EXPLORATORY TEST PIT 0 0 40
TP-1 (APPROXIMATE LOCATION) SCALE: I inch 20 feet
DEVELOPMENT PLAN
Group Northwest, Inc. — THE NICKOLSON OFFICE BUILDING
GmftdvMW Emkmm. C'swoolft, & 250 FOURTH AVENUE SOUTH
Emkornentw scwvuw EDMONDS, WASHINGTON
SCALE: 1 20' DRAWN: KJ CHECXED:
WC DATE: V20/00TPROJECT: G- 1166 1 PLATE 2A
0 .
Relatively impermeable,
compacted bacAfill
Ge otextile fi Iterfabric
(Mirqfi 140 NS, or equivalent)
Free draining material
(Washed crushed rock
or drain rock)
Minimum 4-inch diameter
slotted or perforated PVCpioe
with positive gradient to discharge
Slope to drain
S40
i.:7
CAPaLARYBREAK
-X
X
X.: .................
X.: FOOTWO
NOT TO SCALE
NOTES:
1.) Do not replace rigid PVC pipe with flexible corrugated plastic
Pipe.
2.) Perforated or slotted PVC pipe should be tight jointed and laid with
perforations or slots down, with positive gradient to discharge.
3.) Do not connect roof downspout drains into the footing drain lines.
4.) Backfill should be compacted to 90% of maximum dry density based on
Modified Proctor. The top 12 inches shall be compacted to 95% of
maximum dry density if backfill is to support sidewalks, driveway, etc.
� E
Agmh6 TYPICAL FOOTING DRAIN
. �Group Northwest, Inc.
--E THE NICKOLSON OFFICE BUILDING
r
1111111P Geotechalcal Rughmrs, Geologlets, & 250 FOURTH AVENUE SOUTH
Envirown"td Sckndm EDMONDS, WASHINGTON
SCALE NONE D ATE 1/20/00 MADE KJ CKKD WC JOBNo. G-1166 LATE 3
I - I 1 1 P I
APPENDIX A
G- 1166
BORING LOGS
Geo Group Northwest, Inc.
LEGEND,O&IL CLASSIFICATION AND PEARATIONT'EST
UNIFIED SOIL CLASSIFICATION SYST M (USCS)
MAJOR DIVISION GROUP t TYPICAL DESCRIPTION LABORATORY CLASSIFICATION CRITERIA
I'SYMBOL I
CLEAN
GRAVELS
GRAVELS
(little or rho
COARSE.
(More Than Had
GRAINED SOILS
Comma Grains
Larger Then No. 4
Slave)
DIRTY
GRAVELS
t4ft some
on")
SANDS
CLEAN
SANDS
Mon Than Hall by
Weight Larger
Than No. 2DO
Sim
Wore Than Hoff
Coarse Grain*
Smaller Than No.
4 Sieve)
I
00a or no
DRTY
SANDS
lfwIth Some
anes)
SiLTS
Liquid Lima
(Below A-Lina on
Plas"Chart,
Liquid LLTA
FINE-GRAINED
Negligible
SOILS
Organic)
3-50%.
CLAYS
Liquid Limit
(Above A -Line on
-930%
Plas" Chalt.
—
Liquid Limit
Negligible
Organic)
fift
More Than Hal by
Weight Larger
Than No. 200
Sleve
ORGANIC SILTS &
CLAYS
(Below A -Line on
plut%Ck/ OMM
Liquid Lima
.50%
Liquid Limit
W 50%
HIGHLY ORGANIC SOILS
SOIL PARTICLE 822
U.& STANDARD SIEVE
FRACTION
Passing
Retainei
size
sieve
sieve
(MM)
SILT I CLAY
0.075
A6112
FINE
W
0.425
4!)MM
MEDIUM
010
zoo
M
COARSE
$4
t7s
#10
FINE
19
04
COARSE
78
COBBLES
70 mm to 203 nun
BOULDERS
x- 203 min
ROCK
76 min
FRAGMENTS
ROCK
�0.70 cubic meter In volume
aw
WELL GRADED GRAVELS, GRAVEL -SAND ,
Cu - (DW I D10) greater than 4
MIXTURF- LITTLE OR NO FINES
DETERMINE
PERCENTAGES OF
Cc - (D30') I P10 - D09 between I and 3
OF
POORLY GRADED GRAVELS. AND GRAVEL -SAW
GRAVEL AND SAND
NOT MEETING ABOVE REQUIREMENTS
MIXTURES LITTLE OR NO FINES
FROM GRAIN SIZE
DISIRIBUTION
CURVE
ATTERBERG LIMRS �OW
GM
SILTY GRAVELS. QRAVEL41hND49LT MIXTURES
W LINE
CONTENT
OF FINES
EXCEEDS 12PA
or P.I. LESS THAN 4
CLAYEY GRAVELS, GRAVEL-VWD-CLAY
ATFERSERG LIMITS ABOVE
GC
MIXTURES
COARSE GRAINED
"A" LINE
SOILS ARE
CLASSIFIED AS
or P.I. MORE THAN 7
- --
SW
WELL GRADED SANDS, GRAVELLY SANDS
FOLLOWS:
Cu a peo 1010) greaw sm a
LITTLE OR NO FINES
-c 5% Fine Grained:
Cc - (D301) 1 (010 * D11% betwoom I and 3
SIR
POORLY GRADED SANDS, GRAVELLY SANDS.
NOT MEETING A13OVE REOUIREMENTS
LITTLE OR NO FINES
OW. Gp. 6W. SP
w 12% Fine Gmbmkt
ATTERSERG; LIMITS �OW
SM
SILTY SANDS SMD43ILT MIXTURES
"A"LINE
GM. GICt SM, SC
5 10 12% Fine
CONTENT OF
FINES
EXCEEDS M
with P.I. LESS THAN 4
ATnMBERG LIMITS ABOVE
SC
CLAYEY SANDS, SAND -CLAY MIXTURES
Grained: use dud
'A"LINE
symbols
with P.I. MORE THAN 7
Ml.
MH
I
p1q
ON
�0
0.075
0.425
200
4.75
Is
PMGANIC SILTS ROCK FLOUP, SANDY SILTS
OF SLIGHT PLASTK31Y
W
50
INIORGANIC SILTS, MICACEOUS OR
DIATOMACEOUS. FINE SANDY OR SILTY SOIL
40
INORGANIC CLAYS OF LOW PLASTICITY.
GRAVELLY SANDY OR SILTY CLAYS. CLEAN
CLAYS
30
INORGANIC CLAYS OF HIGH PLAIFFICITY. FAT
CLAYS
20
ORGANIC SILTS AND ORGANIC SILTY CLAYS OF
LOW PLASTICITY
10-
.r
ORGANIC. CLAYS OF HIGH PLASTKXIY
4
0
oil
IN
RIMINI
151101
1
Am-
- 1. 1 1.
0 10 20 30 40 50 00 70 81) 90 1W 110
PEAT AND OTHER HIGHLY ORGANIC SOILS UQUIDLW(%)
GENERAL GUIDANCE OF SOL ENGINEERING
PROPERTIES FROM STANDARD PENEMTION TEST (SPT)
SANDY BOILS
SILTY A CLAYEY SOILS
slow
Relative
File"
Blow
Unconfined
Counts
Density
Angle
D-o"on
counts
Strength
Description
N
%
4. degree
N
qU. bit
0-4
0-16
Very Loom
-92
-c 0.25
very soa
4.10
16-35
25-30
I="
2.4
0.25-0.50
Son
10-30
35-85
25-35
Medium Dense
4-8
0.50 - 1.00
Medlurn Sliff
30-50
65-85
35-42
Ow"
6-15
1.00-2.00
Still
3-50
85-100
38-40
VeryOw"
15-30
2.00-4.00
veryaw
2-30
3-4.00
Hard
Group Northwest, Inc.
Goo tee hnical Engineers, Goo I* gists, &
Environmental
13240 NE 2ft l9beet, Sure 12 Bellevus.-WA 98(XG
Phaft (4M ""757 I= (4115) 840,6758 PLATE Al
TEST PIT NO. TP-3
LOGGED BY: KJ TEST PIT DATE: 1118/00 GROUND ELEV: 112 feet
DEPTH
tL
USCS
I
SOIL DESCRIPTION
SAMPLE
No.
Water
%
OTHER TESTS/
COMMENTS
SILTY SAND, damp to moist, loose to medium dense, very fine
Sm
to medium grained sand, rootlets to 6" depth, very dark grayish
brown (TOPSOIL).
19.9
--------------------------------------------------------
SM/
SILTY SAND and SILT, moist medium dense to dense, mostly
2
ML
fine to medium grained sand, oxide staining, bedded, tan to gray
(NATIVE SOIL).
Light water seepage at 3 fect.
m S2
20A
4
5
-
--------------------------------------------------------
SM/
As above, grades to grayish SILTY SAND with light gray to tan
ML
--------------------------------------------------------
SILT Iona.
6
S3
19.0
SM
SILTY SAND, medium dense to dense, moist fine to medium
grained sand, some oxide staining, bedded, brownish gray.
7
------------------------------
-----------------------
Sm
SILTY SAND, dense, damp, fine grained, contains rounded
gravel, massive, unsorted� occasional oxide staining, gray.
0
S4
13.4
Bottom of test pit: 8 feet.
9
Light groundwater seepage encountered at 3 feet. No caving
from seepage zone observed.
10
Group Northwest, Inc.
Geotechnical Engineers, Geologists, &
Environmental Scientists
TEST PIT LOG
THE NICKOLSON OFFICE BUILDING
250 FOURTH AVENUE SOUTH
EDMONDS, WASHINGTON
JOB NO: G- I I WT-DATE: 1/19/00 PLATE A4
TEST PIT NO. TP-4
LOGGED BY: KJ TEST PIT DATE: 1/18/00 GROUND ELEV: 112 feet
DEPTH
ft.
USCS
SOIL DESCRIPTION.
SAMPLE
No.
Water
%
OTHER TESTS/
COMMENTS
SAND to SILTY SAND, damp, loose to medium dense, very fine
-
Sp-
to medium grained sand, roots to 18" depth, very dark grayish
SM
brown ffljPSOIL).�
a S1
23.9
--------------------------------------------------------
-
SAND and SILTY SAND, damp to moist loose to medium
Sp/
dense, very fine to medium grained sand, roots to 18" depth.
—
SM
reddish to yellowish brown (NATIVE SOIL).
S2
31.3
2
-------------------------------------------------------
SM
SILTY SAND, moist to wet medium dense, contains 10-20%
gravel, mostly fine to medium grained sand, some silt layers,
1I S3
24.2
gray.
3
Light water seepage at 2.5 to 3 feet; dense soil at 3 feet.
4
-----
-------------------------------------------------
ML
SILT, damp, dense, contains little fine sand, trace gravel, weWy
bedded, some sand lenses, brownish gray.
6
S4
31.4
6
--------------------------------------------------------
7
Sm-
SILTY SAND to SILT, very dense, damp, predominantly
ML
unsorted silty sand with gravel, gray.
0 S5
13.3
Bottom of test pit: 7.5 feeL
Light groundwater seepage encountered at 2.5 to 3 feeL No
9
caving from seepage zone observed.
'10
4M&
Group Northwest, Inc..
Geotechnical Engineem, Geologlats,
EnvironmentW Sclentlate
. I TEST PIT LOG ,
THE NICKOLSON OFFICE BUILDING
250 FOURTH AVENUE SOUTH
EDMONDS, WASHINGTON
JOB NO: G-1 i�6 TDATE: 1/19/00 PLATE A5
I
DISTRIBUTION
G- 1166
Mr. Greg Mummy 3 Copies
Gram Construction Services, Inc.
1506 Tenth Place North
Edmonds, Washington 98020
Geo Group Northwest, Inc. I Copy
Project File
Geo Group Northwest, Inc.
RECEIVED
NOV 19 1999
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
DRAINAGE REPORT
FORTHE
NICKOLSON OFFICE BUILDING
AT 260 4T" "E. S., EDMONDS
WITHIN SEC. 23, TWN. 27 N., R. 3E., W.M.
SNOHOMISH, COUNTY, WASHINGTON
JRR # 99-36
PREPARED FOR:
BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
(425) 771-8475
c"�t PREPARED BY:
RONALD K. RIACH, P.E.
d.b.a. JRR ENGINEERING
16030 52ND AVENUE WEST
EDMONDS, WA 98026-4724
PN. (425) 787-6020
FAX (425) 742-6221
s
0
JD
I
ft a
This report has been prepared by JRR Engineering for Bruce Nickolson, as support information for a
Commercial Site development within the City of Edmonds. Any revisions to the proposed project may
not use or depend upon this report without the written permission of JRR Engineering.
City approval for the commercial site will require items which are generally as follows:
I . Provide an off -site analysis
2. Identify existing conditions and possible development impacts
3. Show compliance with City code requirements for drainage
Calculations and design plans are based on good engineering practice, City of Edmonds code
requirements, methods and procedures in the Department of Ecology Stormwater Management
Manual for the Puget Sound Basin (1992), and investigation of the existing system in the project area.
General Site Description/Condition
The subject property (site) consists of one lot totaling approximately 9750 SF (.22 acres) and is
located on the West side of 4h Ave. S. approximately 250' North of Walnut Street. Said property has
a street address of 250 4th Avenue South, Edmonds, and is within the SE quarter of the SE quarter of
the SE quarter of section 23, township 27 North, range 3 East, W.M., Snohomish county,
Washington.
The site is bounded o ' n the South by a power substation, on the West by an alley with multifamily
residential buildings beyond, on the North by a multifamily residential building and on the East by 4th
Avenue South.
Existing Drainame
Existing drainage at and around this site consists of urban runoff. At this time there is no storm
drainage system on the site to collect runoff. The existing building on the site utilizes splash blocks
and no downstream drainage is currently impacted. No wetlands have been identified on or adjacent
to the site. The Project is outside the floodplain and contains no shorelands.
On the West and the South edge of property are catch basins that are the collection points for
upstream runoff. These catch basin are connected through piping with varying diameters. Flow
direction from catch basin to catch basin is determined with existing pipe invert elevations and catch
basin rim elevations. Pipe diameter, rim elevation, invert. elevation, and flow direction information can
be found on the General Site Plan. A merging point was found in a catch basin located West of the
SW comer of the property.
. � 15-
4b
Proposed Drainaze
It is anticipated that developed runoff from the site will continue to flow in the Westerly direction as in
the present condition. An increase in impervious area is proposed, and runoff from the new
commercial site, and the paved access and parking areas will be collected via catch basins and
conveyed by a combination of PVC & corrugated high density polyethylene pipe (CPEP) to an
oil/water separator which will contain an outlet control tee. The conveyance system will also act as
the detention system.
Development Impacts
The parking configuration, landscaping and drainage improvements are proposed to provide access
and parking for the proposed use and improve the collection of surface water runoff on the site.
Runoff water quality will be improved by the installation of a baffle type oil/water separator.
No significant erosion has been observed around the existing grading and no significant erosion is
anticipated on the subject property or adjacent properties, due to the proposed development.
Post development peak flows are expected to have no significant impact on existing downstream
conditions as described in the following off -site Analysis & Downstream Conditions surnmary
information.
It is also anticipated that:
(1) Modifications to the existing drainage system will not cause runoff to be diverted onto or
away from the adjacent downstream property.
(2) The proposed improvements are not expected to aggravate an existing drainage problem
or create a new drainage problem on adjacent or downstream properties.
(3) An oil/water separator with a two orifice control structure is proposed for treatment and
for releasing runoff at pre -developed rates (see plan).
(4) The proposed project conveyance system will contain and convey the 100-year design
storm.
(5) The Clearing Limits which are anticipated consist of and coincide with the property fines,
which will be marked prior to construction to, indicate and delineate proposed
improvements.
Erosion/Sedimentation Control Desian
Silt fencing, construction entrance and typical cover techniques will be employed to minimize the
potential for erosion and sedimentation A complete erosion and sedimentation control plan will be
provided in the construction drawing submittals.
4b. a
Off Site Analysis
The site is generally at the same grade as the abutting properties, and is generally not affected by
11upstream off -site areas". Storm runoff is limited to that which is generated "on -site".
Downstream conditions consist of a storm drainage system. Nfinimal erosion has been observed
around the existing grading. No significant erosion is anticipated on the subject property due to the
proposed development.
Post development peak flows are expected to have no significant impact on existing downstream
conditions.
Downstream Conditions
Site Visit: June 9, 1999
Weather: Overcast and Dry
Observer: Jason E. Schaefer
Beginning near the Southwest comer of the site at 250 4th Avenue South:
Observer noted an elevation drop of approximately 5 feet from the East to West Edge of property.
Numerous catch basins are located at or near the edge of property on the South and West sides. A
catch basin is located near the Southwest comer of the property which receives flows from an eight
inch diameter pipe 67om the North and a six inch diameter pipe f7orn the East. Flows continue via an
eight inch concrete pipe to the South approximately 30 feet to a type I catch basin, and from this CB
through an 8-inch concrete pipe to the West, apparently traveling along a common property line
between two multifamily residential buildings and discharging into a catch basin on the East side of 3rd
Ave. S. which also collects street runoff from the East side of 3rd Ave. S. The elevation drop fi7om
the West Edge of Said Property to this catch basin is approximately 5.5 feet. From this catch basin, a
pipe continues in the westerly direction and tees into a storm drain fine running North to South in 3rd
Ave. S. This drain pipe travels approximately 570 feet from said catch basin in the Southerly direction
to Shelleberger Creek. Along this 570 foot length runoff is received from numerous catch basins and
curb inlets and apparently discharges into Shelleberger Creek at its crossing under 3rd Avenue South
where the creek is contained within a 24" diameter concrete pipe. On the West side of 3rd Ave. S. the
Creek resumes an open channel flow traveling in the Westerly direction.
4b
17�
Summary of Design
Soils:
Alderwood Series
Hydrologic Group "C"
Runoff Characteristics:
Existing & Proposed Cn:
85 Meadow
98 Impervious surfaces
Design Storms:
2 Year Design storm precipitation = 1. 5 inches
6 Month Design storm precipitation 1.5(.64) =.96 inches (Not Used)
10 Year Design storm precipitation 2 inches
100 Year Design storm precipitation = 3 inches
Pre -Development Condition:
Site Area = 9750 SF (.22 ac.)
Landscape area = 9750 SF (.22ac.)
Impervious Area = 0 SF (0 ac.)
2 Year design storm peak runoff = . 0 1
10 Year design storm peak runoff = .03
100 Year design storm peak runoff = .07
Post -Development Condition:
Site Area = 9750 SF (.22 ac.)
Landscape area = 2750 SF (.063ac.)
Impervious Area = 7000 SF (. 161 ac.)
2 Year design storm peak runoff = .08
10 Year design storm peak runoff = . I I
100 Year design storm peak runoff 18
Detention Required: 466 W
Detention Provided: 466 W
41 0 f /-5-
0
Prbited fbom TOPOI 0 1997
4b
Pmdwtiozw (www.topo-com)
VIC-I�A(Tle MAP
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JRR ENGINEERING
16030 52nd Avenue West
Edmonds, WA. 98026-4724
(425) 787-6020
Fax: (425) 742-5221
job n
design RKR
drawn ES
OPP I V 'd, RKR
dwg. NICKOLSONIGSP
THE NICKOLSON OFFICE BUILDING
BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
DATE: 6/18/99 60 0� Ig
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JRR ENGIUEERIN job no- 99-36 THE NICKOLSON OFFICE BUILDING
16030 52nd Avenue West design RKR BRUCE NICKOLSON
Edmonds, WA. 98026-4724 9829 CHERRY ST.
(425) 787-6020 drawn
Fax: (425) 742-5221 Opp RVIde RKR EDMONDS, WA 98020
dwg. NlQK0=NZjE$.Q.- , DATE: 6/18/99 7 5�
ENqiNEER!Nq & PtANNiNq SERViCES
16030 S2nd Avenue West 9 Edmonds, WA 98026-4724
(425) 7454766 e Fax (425) 742-SZM
ProJect Name- 4ji-c-Icc, n I ICIMO No.: 11-23G
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JRR ENGINEERIN THE NICKOLSON OFFICE BUILDING
16030 52nd Avenue West Job no..-- 29—A BRUCE NICKOLSON
Edmonds, WA. 98026-4724 de*ii MR 9829 CHERRY ST.
(425) 787-6020 ch a WR----Az—
Fax: (425) 742-5221 awyds RKR EDMONDS, WA 98020
#09- 'WOLIM"EW DATE: 6/18/99 10 0� IS
0
SPECIFY STORM OPTION:
1
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,1.5
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
.22,85,0,98,19.25 2- F_ &li"Z,
DATA PRINT-OUT:
AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.2 .2 85.0 .0. 98.0 19.3
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.01 7.83 359
ENTER [d:1[pathlfilename[.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH:
nic2pr
- - - - - - - - - - - - - ------- - - - - - - - - - - - - - - -
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
.063,86,.161,98,1.1
DATA PRINT-OUT:
AREMACRES)
.2
PEAK-Q(CFS)
.08
PERVIOUS
A CN
.1 86.0
T-PEAK(ERS)
7.67
'2. %-? F, A R,
IMPERVIOUS
A CN
.2 98.0
VOL (CU- FT)
861
TC (MIN S)
1.1
ENTER [d:1[pathlfilename[.extj FOR STORAGE OF COMPUTED HYDROGRAPH:
nic2po
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
It Of- )S-
31C.S. TYPE-lA RAINFALL DISOBUTION
ENTER: FREWYEAR.), DURATION(HOUR), PREC . IP(INCHES)
10,24,2.00
-----------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
.22,85,0,98,19.25
DATA PRINT-OUT:
AREA(ACRES)
.2
PEAK-Q(CFS)
.03
PERVIOUS
A CN
.2 85.0
T-PEAK(HRS)
7.83
IMPERVIOUS
A CN
.0 98.0
VOL (CU`- FT)
633
I (D 1� 9 4 1;�_
TC(MINUTES)
19.3
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
niclOpr
SPECIFY STORM OPTION:
1
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR.), DURATION(HOUR), PRECIP(INCHES)
100,24,3.00
----------------------------------------------------------------------
------------------------------- -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
.063,86,.161,98,1.1
.063,86,.161,98,1.1
DATA PRINT-OUT:
10 \�EAP,
AREA(ACRES)
PERVIOUS IMPERVIOUS
A CN
TC(MINUTES)
A CN
.2
.1 86.0
.2 98.0
PEAK-Q(CFS)
T-PEAK(HRS)
VOL(CU`_FT)
.11
7.67
1231
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
niclOpo
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
n
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1.50
0
0
S.C.S. TYPE-lA DISTRIBUTION
100-YFJ�R 24-HOUR STORM **** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV)l A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
.22,85,0,98,19.25
I
DATA PRINT-OUT: E X,
AREMACRES) PERVIOUS IMPERVIOUS
A CN A CN
.2 .2 85.0 .0 98.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU`-FT)
.07 7.83 1263
iw YEA R
TC(MINUTES)
19.3
ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
nic100pr
w1ow -------------------------- I- . - - .. __ I - - - - - �. _; - - - - ' '-m_ - _: ---------
: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
.,063,86,.161,98,1.1
DATA PRINT-OUT: yrA-k,
AREMACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A Cm A CN
.2 .1 86.0 .2 98.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-PT)
.18 7.67 1998
ENTER [d:1[path]filename(-eXt1 FOR STORAGE OF COMPUTED HYDROGRAPH:
nicloopo
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
13 dr- 15;
SUMMARY OF INPUT ITEMS
1)
TYPE OF FACILITY: TANK
2)
TANK DIAMETER(ft), STORAGE DEPTH(ft):
3.00, 3.00
3).VERTICAL
PERMEABILITY(min/in): .00
4)
PRIMARY DESIGN HYDROGRAPH FILENAME:
niclOOpO
5)
PRIMARY RELEASE RATE(cfs): .07
6)
NUMBER OF TEST HYDROGRAPHS: 2
HYD, 1 FILENAME: nic2po
TARGET RELEASE(Cfs): .01
TEST
TEST HYD 2 FILENAME: niclOpo
TARGET RELEASE(Cfs): .03
7)
NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in):
2, 3.00, 8
8)
ITERATION DISPLAY: NO
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF No REVISIONS ARE REQUIRED):
-------- ---
/y otl�
BOTTOM ORIFICE: ENTER Q-MAX(CfS)
.012 .625
DIA.= .64 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.65
DIA.= 1.96 INCHES
1.2's
PERFORMANCE: INFLOW TARGET -OUTFLOW
DESIGN HYD: .18 .07
TEST HYD 1: .08 .01
TEST HYD 2: .11 .03
SPECIFY: D - DOCUMENT, R - REVISE,
ROUTING DATA:
ACTUAL -OUTFLOW
.07
.01
.03
A ADJUST ORIF,
PK-STAGE STORAGE
R. 99 310 4-&6q,30
am -ae.&190
1.88 9-&e2m
E - ENLARGE, S - STOP
STAGE(FT)
DISCHARGE(CFS) STORAGE(CU-FT) pERM-AREA(SQ-FT)
.00
.00
.00
.0
24.3
.0
.0
.30
.60
.01
66.5
.0
.90
1.20
.01
.01
117.9
174 .6 ..0
.0
1.50
.01
*
233.7
1.65
.01
263.4
.0
1.8,0
.03
292.8
.0
2.10
.04
349.4
.0
2.40
2.70
.05
.06
400.8
443.0
.0
.0
A7
3.00
.07
467.4
.0
3.10
.28
467.4
.0
3.20
.66
467.4
.0
3.30
1.00
467.4
.0
3.40
1.14
467.4
.0
3.50
1.27
467.4
.0
AVERAGE VERTICAL PERMEABILITY: .0,MINUTES/INCH
SPECIFY: F FILE, N
- NEWJOB, p PRINT IF/OF, R
- REVISE, S STOP
LA :5 �or tv 3
pro
tu /� X 3,
r, 4-0 1, V
2- ( ;7q
F)
ok
>
q, pw_
a 0 0 0 0 0 0 0 0 0 . 0 0 0 0 a . 0 0 0 0 0 0 0 0 0.0. . 0 0 . ..0 0 0 a 010 0 0 0 0 0 0 0 0 1 0 0 0 . 0 0 . 0 a o
May 26,,1999 1
Mr. Gordon Hyde.
Development Service Engineer
City of Edmonds
121 5t'Ave. K
Edmonds, WA 98020
_1 <7
SIR,
ME
Subject: Proposed Nickolson Office Building
2504 th Ave. S., Edmonds, WA
Dear Gordy:,
Butterfield Design Group
400 Dayton
Edmonds, Washington 98020
Tel: 425.775.0564
Fax: 425.776.5746
Attached is a proposed parking plan dated 5-25-99 for the above project,
showing4he following:
- One way entra ' nce and exit at parking.
- A 12 foot wide entrance drive from 4 Avenue and a 16 foot wide exit
drive to the alley. th
A 14%'driveway ramp from 4 Avenue to the building parking'garage.
If this plan is acceptable to. you, please, indicate in the space below and return to
me. If you have any questions, please don't hesitate to contact me.
We must apply for a building permit by June 25, 1999, -prior to the conditional �use
permit expiration for this project, soyour prompt attention is appreciated.
Sincerely,
Bradle Butterfield
BUTTERFIELD DESI fNGRCUP
I concur with the proposed attached plan.
Gordon C. Hyde
.11) C. 10 ,
CITY t EDMONDS is
121 SDI AVENUE NoATH - EDMONDS. WA 98020 - (425) 771,022(). FAX (425) 171-0221
C)EVFLOPMF-NT SERVICES DErARTMENT
planfillig - BuildI118 - [ngillecring
Monday, May 10, 1999
Brad Butterficid
Buttctfield Dcsign GIOUP
400 Dayton St.
Edinonds, WA 98020
Dear Brad:
BARBARA FAHEY
MAYOR
,,e permit expires and
Tilis letter is ill leply to your qucsti011., of wlIcn your cuff ent Condifional Ur
if you may apply for another extension. I talked with the plall,ling Supervisor, Jeff Wilson.
tional Use Petullt ((:(jP) for your project on 4d' Avc. S. and
j1pplication for a
about the expiration of the Condl
,eviewing the code and previous decisions, we reached tile conclusion that
building pellnit is tile only thing that will vest tile CUP ill your situatioti. The decisions issued
on this Conditional Use Pcnnit also limit it to one extcnsion. This all adds up to tile expiration of
(11c appioved CUP on July 2 of this year.
1, In soff y I don't havc any better news. Fccifrectocotitactiiiewitilaiiyquestiolisy0umigilt
have on t1lis issue. . I#
cc: Strect file for 316 Main 51,
Giaf, Jeannine
a InrornorciedAuClust 11. 1890 9 TUIAL P.13-2
0 0 0 0 0 0 0 0 0 0 9 0 0 0
0. 0 . . . . . 0 0 0 0 . . . . . . . ..
M'y� 25 1999
a
Butterfield Design Gioup
400 Dayton
Edmonds, Washington 98020
TA 425.175.0564
'Graf Fax: 425.716.S746
'Jeannine
City of Edmonds
'Community Services Dept.
Building Division
1h
121 5 Ave. N.
Edmonds, WA .'98020
th
Reference:' Nickolson Office Building/4 Ave. South
Dear Jeannine, %
documents for theabove referenced project,
Regarding submittal of construction
enclosing a letter. frorn'Steve
per our conversation with Lara Knaak, we are
Bullock'which states that application for a building permit.is the, only th.ing that will.
vest the Conditional Use Permit.,
It is our understanding that the City has agreed to. allow us to submit the
geotechni Is il test after removal of the building currently occupying the.
ca o
1y.
proper
If there are any further questions or clarifications, pl�ase contact our office
immediately.so we can resolve any issues that would'imppct. the.J,uly 2,, i 99.91.
expiration of -the Cbnditional Use Permit for this project.
Sincerely,
Bradley J. Butterfield
BUTTERFIELD DESIGN GROUP
Cc: Ray Miller
Bruce Nickolson
mum
1=1111111
ri
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions* Applicants are to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant Improvementiremodel project.
PLAN CHECK #
APPLI , CANT'
DATE RECEIVED
PROJECT ADDRESS QL,0 (-1 '!!' /4'VJZ, UNIT #
PROPERTY TAX ACCOUNT PARCEL If ;13- a 7 k/ 3
DESCRIPTION OF WORK
/ / 4=a
OWNER J JAe�� PHONE 7L)
CONTACT PERSON �r-ONA/ P H 0 N E Z&,C- -34-49'
FAX Zjd:� C- �3& 4 -7 o, 1 -7 E-MAIL
MAILING ADDRESS R7-10 dr e-4- t%J %-A & E7
L rZ _-a FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
6 Y SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MA Y BE APPI. AS 0 MS PROJECT. I ACKNOWLEDGE THAT TO THE EST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
UMENTAT�C
.N'�tT
FID
DOC =M)nPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
SIGNATURE DATE
CODE, EDITIONS 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTSJInclucling State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES I- BASEMENTS
NUMBER OF EMPLOYEES_ TOTAL PARKING SPACES DEDICATED TO TENANT
BARRIER- FREE PARKING SPACES EXISTING PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED
EXIST ING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO NONE
EXISTING FIRE ALARM SYSTEM 1:1 YES NO
DISCRETIONARY APPROVALS. ADB CU OTHER
FIRE PROTECTION INFORMATION (City Use Only)
ALTERATIONS TO EXISTING SPRINKLER SYSTEM
ALTERATIONS TO EXISTING FIRE ALARM SYSTEM
FIRE EXTINGUISHER TYPEIRATING QUANTITY (See plans for locations)
STAFF COMMENTS
PLUMBING FIXTURES - WAC Table 29-A (City Use Only)
SQ,FT, : �WATER CLOSETS LAVATORIES
—Stina -Proposed Existing Proposed
At E E It - E K. '-.E
BARRIER FREE RESTROOMS EXISTING_
STAFF COMMENTS I .
PROP 0 BE D
PARKING INFORMATION (City Use Only)
USE SO�FT. FACTOR SPACES
R E QUIRED
TOTAL SPACES REQUIRED
TOTAL SPACES PROVIDED
BARRIER FREESPACES REQUIRED
BARRIER FREE SPACES PROVIDED
STAFF COMMENTS
SEPARATE PERMITS (City Use Only)
MECHANICAL/HVAC FIRE SPRINKLER
El
PLUMBING
GREASETRAP El
Any request for modification,
variance or other administrative
deviation (herinatter "variance " I
must be, specifically called out and
Identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical In accordance with the
:ro riate provision of city code or
ptateplaw does not approve any
Items not to code specification.
VIAO CODE COMPLIANCE INFORMATION (Table 3-4)
OCC.LOAD/ C-M TOTAL
SO,FT FACTOR ffm
STAFF COMMENTS
OCCUPANT LOAD CALCULATIONS (City Use Only)
AREA FACTOR OCC. LOA D
TOTAL OCCUPANT LOAD
STAFF COMMENTS*
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW & APPROVAL :L2 1 �:2 DAT
CONDITIONS OF APPROVAL:
FIRE REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
DATE
w—
L:\temp\building\forms�Tl-rvw.vsd -- 7/00
CITY OF EDMONDS
PUBLIC WORKS DIVISION
9 n 1 SIDE
VV4k,/HAZARDlqUS CONDITION REPORT
...................
%jvvf4vlm. M_f :$ v u it, I I t. , I I I 1 11 1 1 1 - ,
ADDRESS -250 4th Ave".1k.8. - - I/
. . 4_0
NAME OF REPORTING PERSON 0105
HORIZONTAL CRACKS 1" No
VERTICAL MISALIGNMENT 11)2"_LeS
LOCATION OF HAZARD:
I COST OF REPAIRS: $121.50
PROPERTY OWNER'S SIGNATURE FOR REPAIR:
I NAME OF PERSON(S)
I WITNESS
VED
DATE OF INSPECTIOM
TIME REPORT RECEIVED
tEA TO BE SAWCUT
WIDTH 5 -
5
LENGTH
15 TOTAL L.F.
TOTAL SIDEWAIX
WIDTH 5 - 5 -
5
LENGTH— 2 - 2 -
2 -TOTAL SO. FT.
TOTAL SQUARE FEET
90
AGE ADDRESS PHONE
AGE ADDRESS PHONE - -
RESULTS OF ON -SITE INSPECTION COST OF REPAIRS
V, 1,40 - 01-
PHOTO REQURIED YES NO
INFORMATION ROUTED TO STREET SECTION
COMPLETED BY DEPT. PHONE
TO BE COMPLETED BY RESPONDING DEPARTMENT HEAD DATE
WHAT CORRECTIVE MEASSURES WERE TAKEN OR ASSISTANCE GIVEN? (IF NONE PLEASE EXPLAIN)
I I— — — — __ __ - I
1-4 WALK,
Eg k�:7
[9
0 T
Ug
- ,-" . - - - a.
U)l
STREET SUPERVISOR �e" j (4// DATE
FINAL REVIEW (TO BE COMPLETED BY P.W. SUPERINTENDENT) DAI
I[' IL-CEIVED
P.W. SUPERINTENDENT DATE
COMPLETED FORM TO BE FILED IN ADDRESS FILE
(WHrM—RESIDENT COPY) (CM&AW—STRELrr ADDRESS FUM COPY) (PINK—STRELrr CREW COPY) (GOLDENROD—PUB11C WORK COPY)
PLANNING DATA
-- Sign5 --
Name:
Date:
Site Address:
Plan Check #: BLD-200 -
Project Description:
Reduced Site Plan Provided:
F�S)/ NO)
Zoning:
Comprehensive Plan Designation: PA-)
—[Comer
Map Page:
J
Lot: (YES
t
Fla Lot: (YES/
ADB File # (or date waived):
TOTAL Area per Typw of
Type of Sign
Allowed in
zone?
Matrix
conditions
met?
Allowed
area per
unit
Unit
TOTAL sign
area
allowed for
this sign
Proposed
sign area
ExRMPle
Wall wlInternal
AluminatIbn
Yes with
condItions
Yes
I sq. It.11ineal
/t. attached
Wd//
41 It attached
W1311
41 square feet
20 square feet
Sign # 1
Sign #2
Sign #3
TOTAL Sign Area for TenantlSi4p-
Max Permitted: 57�
Previous Total: JX 47� (40
Proposed Total: D-4
Sign Height
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
5ign Ligh6nq
Sign Typ e:
Proposed: VV
Allowed in Zone:
Sign Type:
Proposed:
V
Allowed in Zone:
PLANNING DATA
5igns --
Colors
Proposed: %j 'It-
--,e
Acceptable?
Requirejs ADB Approval? V\_ L)
*01OCaMOf 7
If freestanding and 3-feet
or over (unless a fence) meets setbacks?
�Reqgined ett eks
&a
Street:
Side:
Side:
Street:
Side:
Rear:
L4 Ay �Free��Adi Signs
Size:
Location:
Critical Areas Determination
Study Required
Waiver
Otheir
r% La-�
YN- �CUYL�Scar_�
Plan Review By:
City of Edmonds Building Department
PLAN
Jeu MAI G
01 V
APPR E GIN I
Date:
4'-4"
4'-0"
F 3'-8"
:24 Nfl. NOTICE REQ.
!FOR INSPECTION
SITE PLANIJOBSITE VICINITY MAP Scale:l"=50'
DECORATIVE TRIM BOX
.063"ALUMINUM
2"
1/2" BOLTS TOP & BOTTOM
PVC/BRUSHED ALUMINUM
LETTERS
1/2"STANDOFF MOUNT, 1/2"THICK
31-0-
2'-0"
1.5"x 1.5" x.125"ALUMINUM
TUBE FRAME (WELDED)
1.5" x 3" x.250" STEEL TUBE
THROUGH SIGN
.090"ALUMINUM SIGN FACE
-4—
DECORATIVE TRIM BOXES
2-
.063"ALUMINUM
T
6" I
�J
PVC/BRUSHED ALUMINUM
LETTERS
GRADE
C
4�/
OWNER/CON'TkAuTOR IS RESPONSIBLE
Z�
FOR EROSION CONTROL AND DRAINACE
2'
C
<=>
Z�
zn
0
r Applicant shall repair/replace all damage ti
�\
c
�
utilities or frontage Improvements in City
rictht-of-way ner Cltv standards that is cau-c
0 ',-A or occur, during the permitted project.
C)
SIGN DETAIUEAST ELEVATION Scale: 1.5"= 1'-0"
Y-0"H x 4 -O"W
REPLA
NT SIGN
I/.' SURFACE MOUNT, 1/4' THICK
CONCRETE BASE
5 SACK MIX
S"'O"PIREET FILE
RECEIVED
A Hr.
I I I A I J 4UII
C> BUILDING DEPARTMENT
CITY OF EDMONDS
SIGN DETAIUSOUTH ELEVATION Scale: 1.5" = V-0"
Customer Name: CG Engineering
Project Address: 250 4th Ave S, Edmonds WA 98020
IISN&AWNING Date: 8/13/11 Design #:kylene/CG Eng neerng
Approved by.- Date:
:7D Approved by., - I n-tp.
0
4�
In 0
L11k
01
0
01
1 4.
14
wt
CITY OF 8bm-
ONDS,;I,
BUILDING DE RP, E NT_;,,�
Ail
WORK ct>
ADDRESS 7-
OWNER
r
APPROVED DATE:
13LDG. OFFICIAL
PERMUT N MBER
�At
STREET FILE
T
I I A,
RECEIVED
AUG 2 3 2011
dUILDING DEPARTMENT
t
k
aTy OF EDMONDS
No PERMIT-sToP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMYLY
WITH ALL APPLICABLE CITY CODES.
[__j CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK.
MAKE WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE.
STOP WORK - UNTIL AUTHORIZED To CONTINUE BY CITY INSPECTOR.
CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/Oft THE
NEXT PHASE IS STARTED; To AVOID POSTING OF A STOP WORK ORDER, ORDER To
CORRECT, OR ABATEMENT PROCESS.
F—A JOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FROM STREET.
F-1 APPROVED PLANS MUST BE AVAILABLE To INSPECTOR ON SITE.
F-1 WORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED.
F-A CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT.
FA RECALL FOR INSPECTION.
41'ni 'q_/ 11r1J_J_1) )A] 1./JJZJ9 Af 1_5' OF ,[;,-Y) 7-
1� I
_ t4t �OftbM
cu" pri mi
,-�kiAl�
00
V49) eVACC 412--
5 1 kfifi OWOg' F>kv<-::- 6 1
'r OVE ARE REQUIRED WITHIN
7 JWE;ACTIO-NS'OR CORRECTI NS INDIA I
r- wo 6A
A,DAYS OR PENALTIES MAY BE APPLIED. FOR INSPECTIONS CALL 771-0220.
LjBuilding Division 0 Planning Department LoEngineering Department FIFire Department
CITY OF EDMONDS
'T M'(0 Inspector �&b ( Date
_=11b
EXIbl. �)�) �,-U-'
STA. 5 + 21.9
RIM EL. 110.23
S IE 103.63
BEGIN ALLEY GUTTER,
MATCH EXISTING GRADE.-----\
INSTALL 44 LF OF
ALLEY GUTrER, SEE
DETAIL ON THIS
SHEET. DIRECT
RUNOFF TO EXIST.
CB
TRASH ENCLOSURE —
EXIST. CB (TYPE 1)
RIM EL. 109.76-
RAISE TO 110-09
SW IE 108.26, 6" CP
N IE 108. 26, 6" SP
NW IE 108.56, 6" SP
RAISE FRAME & GRATE
INSTALL (1) 4- RISER SECT.
EXIST. CB (TYPE 1)
RIM EL. 109.68
SE IE 108.48
0
ull
BENCH MARK 0
PIK NAIL IN ACP
E—LE;7A—TION = 110.06
I
STA 3+35.0. IE 102-3± 10. 19
INSTALL 6" TAP ON SEWER
MAIN PER CII Y OF ED!vION�7D�z-
Ty
PICAL SID"
EXIST. CB (TYPE 1)
RIM EL. 109.12
NE IE 107.72, 6" CP
S IE 106.90, 8: CP
W IE 106.90, 8 CMP
001
.:-XIST. CB (TYPE 1) -
RIM EL. 109.91
N IE 106.81 8" CP
S IE 106.81 8" CP
E IE 106.91, 6" CP
S=.
9--; -
Se L:
�!Tlwmlr
147;jll.w
BASOM FRAMES.
GRAT,
SHALL CowpLy W" C
STANDARDS.
CATCH BASIN
11
(TYPI
RIM EL 110-50
W IE 106.99,
8"
CPEF
E IE 106.99.
8- CPEP
CATCH BASIN
J2
(TYPI
RIM EL 110-44
S IE 107.22,
24"
CIVIF
E IE 107.22,
24m
CMF
10 130.00'
'L N 89*52'01" E
Lrl
D J'CONCRETE URB
AIL SHT. CT
I
8.50
0
cy)
MID 5% m
! t)=.uuo wl
CB# cl-4 Do
V- I RK PIPES 9 -oj
crs � c b r- ;, owi tq olm
HAvE L�F-S� 7-HAIg 0 F I- Fr eoQF
3"0
7
SLAB
FF EL.) 112.1
LOBE
FF E
11
A, 4 0 GA'l E
------- 81.1 2.0'0 LANDING
19 CmP PE, SDR 7 \—LANDINd�
.001
"� * BE V'b
4 A OIL/WATER
'X6
SD - SEPARATOR, SEE SHT C-3
CO N F I Pu4S-t�
1� 4� MI6
FlEf-b 00-sE-RtlA'T%0m'-'5
SSW-i (TtX'STING)
S ; 4. 3 5
Zl� ;Zo.oc)
2' - 0, "
EXIST. CB (TYPE 1)
RIM EL. 112.37 FT
W IE 108.37
JOINT
15"0 DI
FOR PL
1> I -,e_- " o
ce, 1p
0.05 Fr./FT.
0.05 FT -/FT'
31
"I ",
q 116
GHT
M
MAX
Nb 1\10
R
,A _L 2" ME�E
SEMBLY- SEE
SHEET C-5
PE 1)
m FT
9.8
ti /12 Pr)w)
- 116.98
REMAIN
SIDEWALK
sok—,-, i " = 10,
RE[)UCA_R
,�X I
C,OL.Jjjt�-LING &
GAT11-1 VALVE
8 L 3/4" T"(PE K,
C04,', ER FROM
EXIS�J,-ING METER
64
EXISTING 5/8X3/4
WATER METER TO R MAIN
PE MET R
AS LANDSCA
INSTALL NEW DRIVEWAY.
14' WIDE THROAT
CENTERED ON FRJNTAGE
OF PROPERTY. SEE! DETAIL
— 6. F )w
ON SHEET C
LINE EL. APPROX. 117.7 42 .4
q
4>�
roo
7t
-CONCRETE CURB
& GU-qER
W
'SEE SHT. C-4 FOR
.,COMPLETE SE ER & WATER!
-TALL 2 "D"
lNFORMATiON
�_FDDLE C""
)P. SEE DE
EET C5
tBENCH MARK
ELEVATION = 118.17 FT.
PK NAIL IN ACP
—MATCH EXISTING GRAD EL. 118.10
\—WATER METER
9.8**
........ . .....
Ji
U u u
ul
39.37'
ACO DRAIN 100 2
EL. 1'
REMOVABLE WATEf
COUPLING OR FU
Ell
NO'
OVERFLC
PROVID'
AND OIL
ELEV. =
Bc
3
INN
RESTRIC
SHARP
SHOP I
BUTTERFIELD
DESIGN
GROUP
TRANSMITTAL
lz,fy) r
Iva
Gompany
Date: N
Project:
message:
- - ShA
O'K"
Ile
q1
I 4/Wq P 1:00
1%
it
4QA
v
0 W.
kt W&
rf �n a .. I I- I
FROM: ATTAGHMENTS:
GC: , I �
98020 Telephone: 425/776-0564. Fax:425.776-5746
C, Edmonds. WA
400 Dayton Streo
W "A
dMM�
sow_,
RA
gj;
Will
Lt
amw
1111i. Allis At* A 2 FCA 12 rogr: �g 4 0 �ov.!
X�,
City of Edmond's Permit No: 2-
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date:
A. Address or Vicinity of Construction:,�: 250, 4 vkl�
B. T e of Work (be specific): PERMISSION IS REQUESTED TO INSTALL 250' 2" MPE IP GAS MAIN 021'x
cP1 4 AV S FROM 259's c/1 DAYTON ST TO 259's c/1 DAYTON ST TO SERVE 250 4 AV S.
16_7 01 00 G 11
C. Contractor:_1EG
Mailing Addres
State License #:
1122 75th ST
D. Building Permit # (if applicable
Contact: DOUG USITALO
452-5656-7520
Phone:
Liability Insurance:— Bond: $
'Side Sewer Permit # (if applicable):
E. Commercial Subdivision E] City Project 0 EUC (PUD, GTE, PSE, CHAMBERS, OVWD)
Multi -Family Single Family F] Other
INSPECTOR--
F. PAVEMENT: [N YES F-1 NO G. SIZE OF CUT 2 X 4 H. Charge: $
CONCRETE CUT: E] YES F� NO
IDEMNITY. Applicant understands- by hislher signature t� th]is dppliedtioni-helshe holds the City of Edmonds harmlessfrom. injuries,
damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
* 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.
I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENE-V AND A CKNO WLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
/ d A/boo 0
(Contractor or Agent)
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
Approved by:
Time Authorized: Void After -1'2-
Special Conditions; -V?-ff?MC_ CCAJ-12-OL-
pmn�etl� pe!A�
14,C).O. W-eq— CA-Tu
E ONLY
Right-of-way Fee:_q'_�O + SO
Disruption Fee/Fund 111:
Restoration Fee:
Total Fee: :::::J!5V4W
Receipt No:
Issued bZ-.0]7_
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPROVAL OF PERMITTED WORK:-
JNSfiE�TOR'S SIGNATURE DATE:
For inspection requirements see Engineering Information Handout.
I NO WORK SUIAIA, BEGIN PRIOR TO PERMITISSUANCE
k
11
0
MEMORANDUM
Date: October 25, 2000
To:
PSE
From'
Pamela Lemcke Engineering Special0SF____
Subject: Right of Way Permit Traffic Control Conditions of Approval
Traffic Control in the City Right-of-W
All signs, barricades and related equipment and their use must be in accordance with
Part IV, -"Traffic Controls for Highway Construction and Maintenance Operations," of
the Manual on Uniform Traffic Control Devices, as prepared by the National Joint
Committee on Uniform Traffic Control Devices and per the City of Edmonds
Developmental Standards. Reasonable accommodations shall be made for distance.
requirements in signage for geometrical conflicts.
Coordination with the City Inspector prior to all work for traffic control inspection.
Particular attention should be made to the following items:
There shall be at all times reasonable pedestrian and vehicular access to and
egress from the properties adjacent to the project, so far as possible. Contact the
affected homeowners/business owners directly to prevent conflicts. The
Public Safety Department (police and fire), 771-02.00 and 771-0215,
Edmonds Public Works Department 771-0235, and the Edmonds School
District Transt)ortation Department, 24-hours prior to construction.
Proper provisions shall be made for public convenience, safety and travel.
Any asphalt concrete pavements, crushed surfacing, gravel base or water
required for maintaining traffic during the life of the project shall be placed by
the contractor immediately upon request by the engineer and/or inspector.
All unattended excavations shall be properly barricaded so as to prevent
accidents.
Construction along or across the City right-of-way shall be as per the contract
documents, City of Edmonds Standards, or as directed by the engineer and/or
inspector.
City of Edmonds
NOTES
ke
i 1f,
j "I'l, I
SCALE
S1
N
7)
SI
Pi
S1
Q)
.OLJ
4-)
0
a. I
60'
DAYTON ST.
T'STW I P 21 'N (CP) S T W T-P - T_7
EX 2 1 N 7C
0 J-2 1960 7
6 3:
to t�&
11/ 4" STUB
ILI30' 30
C.)
V)
Cr
L-Li
<1
A 206'Sl u A
1 2 0 7 S I
30'W—
............ --- - -- - - - -- - --- ----------
EX. 2" PE :P 21'W
11,4" 252's 01505-17". 1
1995
C
Lr,
4
.TIE—IN TO EX. 2 MPE IP
@ 21'W & 259'S C/L
INSTALL 2" MPE IP MAIN
@ 21'W
0�)
END 2" MPE IP MA IL N - —
@ 21'W & +/-509'S C/L
(@ N P/L OF 250 — 4 AVE. S)
G)
CROSS SECTION A -A
N. T. S
EX. 2" MPE IP MAIN 2 I'W _j
TIE-IN TO EX. 2" MPE IP MAIN
(D21'W AND INSTALL 2' MPE
@ 21'W C/L
11
\_ EX. WATER - 28.5' E C/L
E� CURB/GUTTER/-.SIDE.VA.LK--
X x X x X X X
X
X X X X X X X X, X
X X X
C7,
x X
F I( TEN, F'APRI'C'
x,UNDER, 'B- GRA-TE X 'x'
CB INLET PROTECTION
EXIST PAVED STREET
NO SCALE
1) FIELD LOCA-I-E ALL UTILITIES 48 HRS. PRIOR TO CONSTRUCTION AT 1-800-
424-555.
2) INSTALL ONE POUND ANODE EVERY 1000' OF DETECTION WIRE / INSTALL
ANODE AND TEST LEAD WIRES PER PSE STANDARDS.
3) ALL MAIN TIE-INS SHALL BE GAUGED AND MONITORED FOR CHECKING FEEDS.
4) INSTALL VALVES OUT OF TRAFFIC WHERE POSSIBLE.
5) ANY CHANGE IN ROUTE OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED
BY A PSE REPRESENTATIVE.
6) ALL ACTIVE SERVICES ARE SHOWN AS
7) ALL PROPOSED SERVICES ARE SHOWN AS
8) ALL 2' X 4' PAVING CUTS SHOWN AS IM
9) ALL WORK WITHIN THE COUNTY TO COMPLY WITH EROSION & SEDIMENTATION
CONTROL REQUIREMENTS OF CHAPTER 24-30-020 OF THE SNOHOMISH COUNTY
DRAINAGE ORDINANCE, WHICH INCLUDES THE FOLLOWING:
A. PAVED SURFACES TO BE CLEANE D OF SEDIMENT AT THE END OF EACH DAY.
B. SOIL STOCKPILES, IF ANY, SHALL BE STABILIZED AND PROTECTED WITH SED-
IMENT RETENTION BMP's WITHIN 24 HRS. EXCAVATED MATERIALS SHALL BE
PLACED ON THE UPHILL SIDE OF TRENCHES, AS SITE AND SAFETY CONSTRAINTS
ALLOW.
C. DISTURBED AREAS MUST BE STABILIZED WITHIN 2 DAYS. EROSION CONTROL
MATERIALS MUST BE KEPT ON SITE AND IN ADEQUATE CUANITIES AT ALL TIMES.
NO MORE THAN 500 FEET OF CONTINUOUS TRENCH MAY REMAIN OPEN AT ONE
TIME UNLESS CHECK DAMS ARE INSTALLED.
D. STORM SEWER INLETS THAT RECEIVE STORM WATER RUNOFF DURING CON-
STRUCTION SHALL BE PROTECTED WITH FILTER FABRIC OR OTHER MEANS TO
MINIMIZE SEDIMENT FROM ENTERING THE INLET.
10) CALL SNOHOMISH COUNTY INSPECTOR 48 HRS. PRIOR TO CONSTRUCTION AT (425)
388-3385.
11 ) RETURN ALL AS-BU I LTS TO DOUG US I TALO, EVT-01 -
13
12
11
10
9
8
7
6
5
4
1 1
12"MPE CAP
52-00649
3
1
2" ELECTROFUSION FITTING
58-00470
2
250'
#14 CP WIRE
85-00940
1
250'
2" MPE PIPE
70-00261
ITEM
CITY
DESCRIPTION
PART NO.
BILL OF MATERIAL
FITTER (Check Box if Complete)
Work area left in Clean/Safe condition. 0
Complete all Pine Tables and 0jas Pressure Stamp. C3
• Field changes Red -Lined on as -built. 0
• Material verified and Changes noted on paperwork. 0
• All Valve and Tie-in Location i noted on as -built. 0
• Note beginning of Main, EOM. & Line of Main Locations. C3
• Show Rope Locations & Cul-(Ie-sac Radius. C3
Fitter's Signature
Company Employee ID#
GAS MAIN INSTALLATION
SAP W/O #
SIZE
LEN61H
I YPE
- MANUF AC I URER
GAS
MAIN RETIREMENT
SAP W/O #
SIZE
MATERIAL
EST.
LENGTH
ACT.
LENGTH
ORIG
YEAR
ORIG. JOB#
F__1
GAS MAIR PRESSURE & TESTING
TYPE TEST:
PRESSURE;
TESTED BY:
DATE ON:
TIME ON:
DATE OFF;
TIME OFF:
IDESIGN:
IINSTALLE
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2 BUSINESS DAYS BEFORE YOU DIG
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
5 REAL ESTATE/EASEMENT PERMIT
4 CITY OF EDMONDS
3 FUNCTION CONTACT PHONE NO DATE
2 PROJECT MGR: D. USITALO (425) 356-7520 10/03/00
1 ENGR - POWER:
REV#j DATE BY DESCRIPTION ENGR - GAS:
COUNTY EMER SEC Work Center DRAWN BY: KAY KRISKO 10/03/00
SNOKOMISH NSNHG CHECKED BY:
1/4 SEC OP MAP PLAT MAP APPROVED BY:
SE-23-27-0-3 _.. 160-062 163-065 FOREMEN #1:
U-MAP# (POWER) C I R MAP# CIRCUIT# FOREMAN #2:
MAPPING:
JOINT FACILITIES ARRANGEMENTS
UTILITIES
CONTACT
PHONE#
INCIDENT#
EgGET 2", MPE IP MAIN EXTENSION
SOUND TO SERVE PROJECT# SAP SUPERIOR ORDER#
L?NER(;Y 250 - 4 AVE S 1070100097
SCALE: 1 40-7
CADD NO: ... \1 0701 0097SI. DGN
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Permit No:
City of Edmonds
N
RIGHT-OF-WAV,CONSTRUCTION PERMIT Issue Date:q:/,:2
A. Address or Vicinity of Construction: 250 4t,h
B. Type of Work (be specific): Verizon to place UG Cable xing 4th Av to supply new service to the
Work Order # 2100-9PO01GR506
Acct Code 2422.10
C. Contractor: VERIZON Contact: bob) 6AANALEV
Mailing Address: 2312-C W. Casino RD. Phone: 4/J5- 7/0- WT,
State ri-ce'nse
D. Building Permit # (if
Liability Insurance: Bond:
Side Sewer Permit # (if applicable)
"�� I i'�)
E. Commercial ff.�SiibdiVi�iqn ].-GityProjeC_v_�r'[_] Er-,,(1�,UP,,gTE, PSE, CHAMBERS, OVWD)
MultifF'amily Single Family 6tl;er
WO#2100-9POOIGR506
INSPECTOR-
401
F. PAVEMENT: YES E] NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: YES NO, .?
APPLICANT TO READ AND SIGN
IDEMNITY. Applicant understands by his/her signature to this application helshe holds the City ofEdmonds harmlessfrom injuries,
damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments'or employees, including but not limited to the defense of any legal proceedings including defense costs and
attorneyfees by reason ofgra�ting this permit.
- #q6
THE CONTRACTOR IS RESPONSIBLE FOR WOPMMANgffip.-AND MATERIALS FOR A Ioff i.AR-FOLLOWING THE FINAL
U
INSPECTION AND ACCEPTANCE OF THE WORK. ESTT4ATb-RESTORAT[ON FEES WILL BE HE . UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH, TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT.
xt �;;"
be in accor a
+ Traffic control and public s d nce 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 mai�jrial prior to the end of the workday — NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are required with the permit application.
IRAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK C9PY Of THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signature: Date:
Dave Haw-k1ns_-_Group Mgr. (Contractor or Agent) Access Design
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY
ro'ved I by':rlm�" fil
Time Authorized.-' Void After I 100
,E ONLY
Right-of-way Fee:
Disruption Fe e/Tund 111:
Restoration Fee:
Total Fee: 00.
Receipt
Issued b�y��
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPe ER 18.OQ OFTHE EDMONDS
COMMUNITY DEVEL ME�if CODE.
FINAL APPROVAL OF PERMITTED WORK:-
iNsPEcT6R'S SIGNATURE DATE:
For inspection requirements see Engineering'Information Handout.
9.
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PRIORITY ECAS
CONSTRUCTION 9-5-00
START DATE
IN SERVICE DATE 9-15-00
ALL WORK
COMPLETE DATE
DRIVERS FOR WORK ORDER
PLANT EXTENSION / DOR
PUBLIC REQUIREMENT
PERMITS
CONSTRUCTION
0 BLANKET
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0 COUNTY
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ki CITY
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0 SP�C.CONST.
56 NONE
ENGINEER DOW BRANDLEY
PHONE NO.425-710-4118
TECH. BOB V.
PHONE No.425-710-4144
FIELDED BY BOB FOSTER
MATERIAL
MATERIAL
ENGR
CONST
CODE
DESCRIPTION
EST
ACT
280450
125'
280480
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398820
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FIEER
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I CERTIFY THAT THE WORK I COMPLETED
ON THIS WORK ORDER AND AS -BUILT IS IN
COMPLIANCE WITH VERIZON DUALITY
STANDARS AS IDENTIFIED ON THE IPQIP
CHECKLIST.
(SIGNATURE AND DATE)
03=
EXCHANGE
COUNTY
HALLS LAKE
kNOHOMISH
TITLE.PLACE ENT. CABLE FOR
NEW OFFICE BLDG.
NICHOLSEN BUILDING
07
-0
250-4TH AV S
z 0
APPROVED BY DATE
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T. 27N R. 3E SEC.
SHEET1 or 1
NO.-
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23DD
Date:
To:
From:
Subject:
MEMORANDUM
September 7, 2000
Verizon 240 — 4th Ave S.
Maryanne Zukowski Traffic Engineer
Right of Way Permit traffic control conditions of approval
The inspector shall inspect all traffic control prior to work.
Traffic Control in the City Right-of-Wa
All signs, barricades and related equipment and their use must be in accordance with
Part IV, "Traffic Controls for Highway Construction and Maintenance Operations," of
the Manual on Uniform Traffic Control Devices, as prepared by the National Joint
Committee on Uniform Traffic Control Devices and per the City of Edmonds
Developmental Standards. Reasonable accommodations shall be made for distance
requirements in signage for geometrical conflicts.
Coordination with the City Inspector prior to all work. Particular attention should be
made to the following items:
There shall be at all times reasonable pedestrian and vehicular access to and
egress from the properties adjacent to the project, so far as possible.
Contact the affected homeowners directly to prevent conflicts.
The Public Safety Department (police and fire), 771-0200 and 771-0215,
Edmonds School District Transportation, and the Edmonds Public Works
Department 771-0235 shall be notified 24 hours prior to the construction. Proper
provisions shall be made for public convenience, safety and travel.
& Any asphalt concrete pavements, crushed surfacing, gravel base or water
required for maintaining traffic during the life of the project shall be placed by
the contractor immediately upon request by the engineer and/or inspector.
0 All unattended excavations shall be properly barricaded so as to prevent
accidents.
0 Construction along or across the City right-of-way shall be as per the contract
documents, City of Edmonds Standards, or as directed by the engineer and/or
inspector.
0 Coordination with all other construction activities within the vicinity prior to all
work.
City of Edmonds
0 DCN11237
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PLANT EXTENSION / DOR
PUBLIC REOUIREMENT
PERMITS CONSTRUCTION
C3 BLANKET
0 COUNTY 0 FLAGGING
CITY OF EDMS a CITY I BRUSHING
0 NONE
- 2303
0696
CAUTION
CUTS REOUIRED
POWER RLIG OR
0 YES W No
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—
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ENGINEER DOW BRANDLEY
PHONE NO.425-710-4118
TEML BOB
V.
PHONE NO.42S-710-4144
FIELDED BY
4ATERI ALI
R
I WEST
.
DESNP-TICiN
WACT
Iq
IF
ICERTIF-Y THAT THE WORK I COMPLETED
ON THIS WORK ORGER AND AS-BMT 19 IN
COMPLIANCE WITH vmzom OIAALITY
STANDARS AS ON THE VOW
CHECKLIST.
(SIGNATURE AND DATE)
umm —
HALT —LAKE I SNOHOMISH
�PLACE ENT.CABLE F
WE—W OFFICE BLDG.
NICHOLSEN BUILDING
250-4TH AV S
JRN
[TI. F27NR. 37—E EC. m"I
I C , , — -P
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. Address or Vicinity of Construction
B. Type of Work (be specific): 1J0
Permit No: 0 0C (do
Issue Date: 3- -/�V
C. Contractor: 4UM 5^0,Vlef&
Contact: 4v- E-t-
Mailing Address: flt tj' A;b/V*,10C 'V#Jzphone: 4f-z 3f 7-0
State License #: 6qz4— f 5�r Or? 0 7-9 Liability Insurance: LK Bond: $
D. Building Permit # (if appliea . Side Sewer Permit # (if applable,Z:.
E. F_� Commercial F] Subdivision E] City Projbct F] EUC (PUD, GTE, PSE, CHAMBERS, OVWD)
F1 Multi -Family E] Single Family F] Other
INSPECTOR-
F. PAVEMENT: E] YES �],NO. G. SIZE OF CUT X H.,Charge
CONCRETE i�UT: YES NO'
IDEMNITY.- Applicant understands by his/her signatur . e to this application helshe holds the City of Edmonds harmless from injuries,
damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any,of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and
attorneyfees by*reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK, ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
* Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger musi be trained as required by (WAQ 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.'
I HA VE READ. THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQ UIREMENEV AND A CKNO WLED GE
THA T I MUST Wn THE PVVK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
-1-/4-3
or Agent)
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CIT)
A�,proved b,"
;-'Titne Authorize,&., Void After 01 / 01
Spe'Cial Conditions:
E ONLY
Right-of-way Fee: -
Disruption Fee/Fund Ill:
Restoration Fee:
Total,Fee-. 7:15
Rece ip tNo:
Issued tj��
UPON COMPLETION OF PERMITTED WORK, ANENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CO E.
FINAL APPROVAL OF PE RMITTED WORK.
INSP�'CW' II*A�UR,�,DATE:
For� inspection requiremeM9 see Engineerid" Information Handout.
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eNGIMIERIM
250 4TH AVE. S.. SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DATE: 02/14/14
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STREET FILE FEB 14 2014 A-2
BUILDING
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
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STATE LICENSE NUMBER EXPIRATIONDATE 1_�CHECKED6Y)
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ZILEGAL DESCRIPTION OF PROPEPITYr)NCLUDE ALL EASEME14TS
0
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4 GARAGE RETAINING WALL
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RENEWAL
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(TYPE OF USE U NESS OR ACT EXeLAIN
kIV1
NUMBER
OF
NUMBER OF
DWELLING
CRITICAL
AREAS
STORIES -3-1
UNITS NA
NUMBER
DESCRIBE WORK TO BE DONE
r-� rIA10 )P)ld
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1PERMITEXPIRES
USE PERMIT
ZONE Vffj 1, 1 —
NUMBER
JOB SUITE/APT#
ADDRESS A�t �j�
LEGAL DESCRIPTION CHECK
SUBDIVISION NO.
LID NO.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved
EXISTING L'
REQUIRED DEDICATION
RW Permit Required 0--
Street Use Permit Req'd O�
Inspection Required 0-,-
PROPOSED
Sidewalk Required ,?.e 0
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YE NO 0
REMARKS
W
IAII- //1/�`,P;r/,, e- I V I I
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ENGINEERING MEMO DATED REVIEWED BY
,317-7100
FIRE MEMO DATED -k- ---��JREVIEWED BY
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VARIANCE OR CU
ADB#
SHORELINE #
�171- 97- 211
/1 1?b- -9 1 - -16
SEPA REVI64
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
E X, P I
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LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
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/e. IA�,,q 1 7- / /-,a 6,pIVIC I qq_ . GROUPq
SPECIAL INSPECT OCCUPANT'
REQUIRED 2 YES LOAD
A-74-2
all 15 t
REMARKS
PROGRESS INSPECT16NS PER'UBC 108
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FINAL INSPECTION REQUIRED
IVALUATION ' I FEE
4�7 1034 Ill:;;p
PLAN I CHECK FEE
FrEAT §06FICE
421,0
jt(jl�_A
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LOT SLOPE %
4,07,
BUILDING
4/1-
PLAI;lIrtHECK NO
q0j 136
VESTED DATE
PLUMBING
4Uhg-
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT CO ERS WORK TO
V
GRADING/FILL
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ONTHE PUBLIC
zi DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE
SEPARATE PERMISSION.
STATE SURCHARGE
M
W
PERMIT APPLICATION: 180 DAY S
PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
_S_T.ORM_PP,.AftgUEES
w "APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AN D* SUCCESORS
ENG INSPECTION -FEE
IN INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF
cc EDMONDS, WASHINGTON,
ITS OFFICIALS. EMPLOYEES, AND AGENTS FROV'ANY AND
x ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
Air i dW
ou
0 FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
_j DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0
PLAN CHECK DEPOSIT
4yv�
Wa<
NOR LIMIT INANYWAYTHE CITY'SABILITYTO ENFORCE ANYORDINANCE PROVISION."
TOTALAMOUNTDUE
/0 !jr�116_1
r
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I HEREBY ACKNOWLEDGE THAT � HAVE READ THIS APPLICATION; THAT THE INFORMATION
/
GIVEN IS CORRECT; AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION: AND IN DOING
CALL
THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
This application is not a permit until signed by the
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
Building Official or his/her Deputy: and Fees are paid. and
WORKMEN'S COM P ENSATI ON.1 NSU RANCE AND RCW 18.27.
receipt is acknowledged in space provided.
(425)
OW E
I N OR,,AGENT)
ATE SIGNED
D&.
OFFICIALS SIGNATURE DATE
fGNA:TURE
� _�A I
7A,
q9
" "
12
—
771-0220
1�/ I?
A17ENTION " I
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
5/98
RELEASED BY�,, DATE
ORIGINAL - FILE YELLOW - INSPECTOR
PINK - OWNER GOLD - ASSESSOR
�Z E RECEIVED
CITYOF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
11ye
MAILING ADDRESS
CITY ZIP TELEPHONE
NAME
CITY ZIP TELEPHONE
q.-4 7;6 - 6-1
NAME
ADDRESS
A�� /07%A-d-,,a /y,
CITY � ZIP TELEPHONE
!Sg�� z9!2.:g �,Ia r- 771- �; oao
STATE LICENSE NUMBER ' EXPIRATIONDATE 'CHECKEDBY
PROPERTY TAX ACCOUNTdPARCEL NO. -
0 NEW �
F] RESIDENTIAL
PLUMBING / MECH
0 ADDITION
COMMERCIAL
0
COMPLIANCE OR
CHANGE OF USE
REMODEL
C3 APARTMENT
El SIGN
REPAIR
E3 GRADING
o FENCE
CYDS
X FT)
DEMOLISH
TANK OTF!j�&,
o GARAGE
3 RETAINING WALL
E
0 RENEWAL
Z
CARPORT
ROCKERY
(TYPE OF USE, B USINESS OR ACTIVITY) EXPLAIN:
& "!'�
4Z isit2c
NUMBER
NUMBER OF
NU
r
CRITICALAPAI
OF
DWELLING
V
AREAS
o
STORIES
UNITS
U
-UMBER qi_pla�
7?
DESCRIBE WORK TO BE DONE
M.-
10 d
PERMIT EXPIRES
USE
ZONE
PERMIT
NUMBER
JOB
SLtlTEIAPT#
ADDRESS
P
P�T NAME/SUBDIVISION NO.
L
LOT NO.
LID NO.
LID FEE $
P U
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TIESCP Apprwed 0
RW Permit Required 0
Street Use Perinit Req'd (3
EXISTING PROPOSED
Impection Required 0
Sidewalk Required (3
REQUIRED DEDICATION—
FT
Underground
Wiring required 0
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
Y y S 0
ES0 NO 0
.
cc
REMARKS
LU
z
0 DWI
WNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
z
a
z
Uj
ENGINEERING . REVIEWED/DATE
DATE LU
U.
/VARIANCE OR Cut SHORELINE OR ADB# INSPECTION I PBOND
j REO'D OSTED
0 YES 0 NO
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE I EXEMPT ALL OWED PROPOSED ALLOWED PROPOSED
EXP I I
LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED FRONT SIDE REAR FRONT LIR SIDE REAR
z
z
PARKING LOT AREA PLANNING REVIEWED BY DATE 15
REO'D I PROVIDED I (L
H CKEDBY ITYPEQFCINSTRUCTION COD
OCCUPANT
1z: GROUP
SPECIAL INSPECTOR JAREA OCCUPANT
REQUIRED [3 YES I's Ck) son— LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC,108/FINAL INSPECTION RE0'Dj
VALUATION FEE
PLAN CHECK FEE Jdt
HEAT SOURCE GLAZING % LOT SLOPE % BUILDING 01
PLAN CHECK NO: VESTED DATE- PLUMBING
0 1 — I �, '--I
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE 48A=G�FILL
D
SEPARATE PERMISSION.
2 STATE SURCHARGE
uj PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS -ENS REVI I EW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
4WC-INSPECTION FEE
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS
(A
W
j IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
cc Wfn6AV7,*eAe
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECEIP
PLAN CHECK DEPOSIT ^7
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
RECYPX7,�,_
TOTAL AMOUNT DOE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THEOWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSUR��E AND RCW 18.27. OF =ALS R DATE
(OWNER ORyfNT) D�r (425)
771-0220 A— 1)
A4C 41,41-
R SE By DATE
ATTENTIdf4____'---- EXT/333
IT IS UNLAWFU� TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 1
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ 771-022
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL -FILE - YELLOW- INSPECTOR
5/98 FAX PINK - OWNER - GOLD - ASSESSOR
kWPRT RECEIV�D
�21). Aoo PERMIT EXPIR S
USE
ZONE PERMIT 21D0089
CITY OF EDMONDS NUMBER
JOB SUITE/APT#
CONSTRUCTION PERMIT APPLICATION ADDRESS
OWNER NAME/NAME OF BUSINESS 4
e )�9 /11 (-- 6 IVY C- )e� t-9 L 5`�7 PLAT NAM E/SUBDIVI SION NO. LOT NO. LID NO.
ft MAILING ADDRESS LID FEE
Uj
z TESCP Approved 0
3: — PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Permit Required 0
0 00 44-- Roe Y Street Use Permit Req'd 0
CITY ZIP ELEPHONE EXISTING — PROPOSED Inspection RequIred 0
Sidewalk Required 0
REQUIRED DEDICATION FT Underground
Wiring required 0
NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED
YES 0 NO 0 z
7 1 P_ r- / I 1—,-- 4 1) /) � , e -, " 0 1 1 M
W
ADDRESS REMARKS z
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAG,E
cc z
4 ��o 1p,41"Vr-" 71:6
CITY ZIP TELEPHONE be _/Z/�t /7,/- oc T
j5-7ZW,<) A/'A e1,?0.;20 1/-/ 951 7 71-- 4 CAP 117� /Y �W'IIPIIVIII�,1511a_J-
NAME
6- V,4 Iv2' 10eW57-,e41<:�, r/O/V ENGINEE�ING REVIEWED/DATE
cc ADDRESS
0
l'-
5_0 6 PL , A/
FIRE REVIEWED BY DATE W
t- CITY ZIP NE Cc
z
0 .20 LL
ITELEPHO
`/15- ///-. 341(.7-0
STATE LICENSE NUMBER EXPIRATION DATE CHECKE15-BY VARIANCE OR CU SHORELINE OR ADB# INSPECTION [PBOND
REO'D OSTED
0 YES 0 NO
/4 <:�5 /05 470 _Tq SEPA REVIEW SIGN AREA HEIGHT
PRO TY TAX CCOUNT PARCEL NO' COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED ED
< 71 PROPOS
W V
_j afl; , 1 :,7? 006 9 EXP
0 NEW RESIDENTIAL PLUMBING / MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR
M ADDITION Ej COMMERCIAL COMPLIANCE OR
CHANGE OF USE z
I PLANNING D. BY DATE
PARKING LOT AREA REVIEWE 1
F-1 REMODEL APARTMENT SIGN REQ'D I PROVIDED
REPAIR C:] GRADING 0 FENCE
CYDS X FT) REMARKS
DEMOLISH TANK 0 OTHER
Z GARAGE RETA' MING WALL C3 RENEWAL
0 CARPORT ROCKERY
P: (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
X) d5 A4 0 4 CHECKEDBY. ITYPEOF%
,qNSTRUCTION CODE OCCUPANT
yq- GROUP
NUMBER NUMBER OF CRITICAL r ('V
OF DWELLING AREAS SPECIAL INSPECTOR 17REA OCCUPANT
0 S ORIES. UNITS 4__� REQUIRED C:] YES LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'D
t b")
y
VALUATION FEE
PLAN CHECK FEE
HEAT SOURCE GLAZING % LOT SLOPE %
BUILDING
46)
PLAN CHECK NO: VESTED DATE PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL
SEPARATE PERMISSION.
STATE SURCHARGE
cc PERMIT APPLICATION: 180 DAYS
W
PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
"APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
ENG. INSPECTION FEE
w IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF, LANDSCAPING
_j
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND"
cc INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECEIPT
PLAN CHECK DEPOSIT
DEEMEDTO MODIFY, WAIVE OR REDUCEANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANYWAYTHE CITY'SABILITYTO ENFORCE ANY ORDINANCE PROVISION."
x
RECEIPTLnf
TOTAL AMOUNT DL f
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED, AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This appli I cation is not a permit until signed by the
TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION r ceigi is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
SIGN TURY OWNER OR AGENTe DATE LPN15D OFFIQIAVS SIGNATURE )ATE
(425)
A"I't ./ 7c)
;9/410_A� , z / I I ; i i c /(,
771-02:20 RELEASED BY DATE
ATTENTION V
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL EXT 333
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL - FILE YELLOW -'JNSPECTOR
5/98 FAX PINK - OWNER GOLD - ASSESSOR
ME
CITY OF EDMONDS ;6-NE PERMIT
CONSTRUCTION PERMIT APPLICATION joB NUMBER
OWNER NAME NAME OF BUSINESS ADDRESS
L AtJ A \A1 (11 16- 4T ]LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NI
-61 T Y ZIP
A.) c 0'
NAME
ADDRESS
FELEPHONE NUMBER PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
oEXISTING REOUIRED DEDICATION
METER SIZE LINE SIZE I NO. OF FIXTURES
NUMBER
T_ A N, K I o f -!� & -, 44'
ADORE SS a
'36 /1 U C1r_ 'S
2 CITY ZIP TELEPHONE NUMBER
-7
Z '73
L)
STATE LICENSE NUMBER
RATION DATE
Legal Description of Property - include all easements
,z S_ L 0 , t-T t P 6f 5-F,
8 AL L T H I�-i 0 r, C-
YLL ".1 —,A k �. I -re, uj M A ih P 3L '7 AJ J� A ik-1 (I E
ir
L) 3 pa. :;77 4
W
0 CD Ile 41.� A s'V_ L - L3 Gltl—,
0 S � s I N 44 T I,, Lo fu 4 4 ro " 4 . IL C
Property
Tax Account
Parcel NO. A3A 7 -03 - f- 11Y 0
FlNEW 1:1 RESIDENTIAL F1 PLUMBING
ADDITION 1:1 COMMERCIAL E] MECHANICAL
REMO DEL 1:1 APT. BLDG. El SIGN
GRADING FENCE
REPAIR — CYOS. El I x_ FT)
DEMOLISH WOODSTOVE SWIM POOL
INSERT El HOT TUB/SPA
GARAGE RETAINING WALL/
CARPORT E] ROCKERY RENEWAL
Z
o (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
NUMBER NUMBER OF CRITICAL
0 OF DWELLING AREAS
03 STORIES UNITS INUMBER
5� DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
fu-*v I r1 " I 1"VX A 1,� , , " � A
V
Liz- L T AA-) k
SUITE:APT 4
TESCP Approved
0
RW Permit Required
0
Street Use Permit Req*d
0
inspection Required
0
Sidewalk Required
0
Cc
PAV REQUIRED
W
YES 0 NO 0
Z
M
W
W
Z
0
Z
MEMO DATED
REVIEWED BY
SIGN AREA I COMP SEPA REVIEW ADB NO.
ALLOWED I PROPOSED LETE IEXEMPT I
I I EXP I I
VARIANCE OR CU PLANNING REVIEW BY I DATE
SETBACKS — FEET HEIGHT I LOT COVERAGE
Z
Z
FRONT SIDE REAR
REMARKS
CHECKED BY I TYPE OF CONSTRUCTION I CODE IOCCUPANT
SPECIAL INSPECTOR AHhA OCCUPANT
REQUIRED YES LOAD
REMARKS
PROGRESS INSPECTIONS PER LIBC 305
FINAL INSPECTION REOUIRED
FEE
PLAN CHECK FEE
BUILDING
Z
HEAT SOURCE:
GLAZING
I %
PLUMBING
Plan Check No.
MECHANICAL
T his Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewolks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant. on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
successors I n interest, agrees to indemnify, defend and hold
ow
harmless the City of Edmonds, Washington, its officials,
i
employees, and agents from any and all claims for damages of
<
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
0
3:
nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
Z 4;
provision."
---
I hereby acknowledge that I have read this application; that the
ATTE14TION
APPLICATION APPROVAL
information given is correct; and that I am the owner, or the duly
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
This application is not a permit until
state laws regulating construction; and In doing the work authoriz-
AUTHORIZES
signed by the Building Official or his/her
ed thereby, no person will be employed in violation of the Labor
ONLY THE
Code of the State of Washington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt is
tion Insurance and RCW 18.27.
INSPECTION
acknowledged in space provided.
SIGNATURE (OWNER OR AGENT) SIG NEO
DEPARTMENT
JDATE
'
W
CITY OF
T
OFF C DATE
I 'S ;VA U
EDMONDS
A4 7
CALL FOR
RELEASED BY: DATE
ATTENTION
INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220
ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY . HAS BEEN GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
E104 ow- 0741
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
PLAN CHECK:, #
APPLICANTT re
DATE RECEIVED U —9�
PROJECT ADDRESS,=;�15t-)
PROPERTY TAX ACCOUNT PARCEL #
DESCRIPTION OF WORK -17� \f-,e
OWNER
CONTACT PERSON CC
UNIT #
PHONE Q c-)G- 44c-,- S---7��
PHONE
FAX E-MAIL
MAILING ADDRESS
M FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DISCRETIONARY APPROVA�S ARE �,EQUIRED.
SIGNATURE DATE
CODE EDITIOiiS-,'- 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code)
. --J
TYPE OF CONSTRUCTION
NUMBER OF STORIES ?,
OCCUPANCIES
BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
EXISTING
............ PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED 11
EXISTING AUTOMATIC SPRINKLER SYSTEM [] MANUAL AUTO NONE
EXISTING FIRE ALARM SYSTEM YES NO
R T Y APPROVALS ADB CU OTHER
PLUMBING FIXTURES WAC Table 29-A (City Use Only)
OCC. SQ.FT. -WATER CLOSETS LAVATORIES
Existing Propos A Existing Proposed
R E M E . M E At- E
BARRIER FREE RESTROOMS EXISTING PROPOSED
PARKING INFORMATION (City Use Only)
SPACES
USE SQ.FT. FACTOR REQUIRED
TOTAL SPACES REQUIRED
TOTAL SPACES PROVIDED
BARRIER FREE SPACES REQUIRED
BARRIER FREE SPACES PROVIDED
STAFF COMMENTS
SEPARATE PERMITS (City Use Only)
MECHANICAL/HVAC E] FIRE SPRINKLER
PLUMBING
GREASE TRAP
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical in accordance with the
appropriate provision of city code or
state law does not approve any
items not to code specification.
i VIAO CODE COMPLIANCE INFORMATION (Table 3-4)t7
USE OCC, LOAD/ CFM TOTAL
SQ,FT FACTOR CEM
STAFF COMMENTS
OCCUPANT LOAD CALCULATIONS (City Use Only)
USE AREA FACTOR OCC.LOAD
TOTAL OCCUPANT LOAD
STAFF COMMENTS
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
FIRE REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
A PORTION OF SEC. 23, TWN. 27 N.2 R. 3 E*2 W.M,
FIRE HYDRANT
WATER VALVE-\
EXIST. SS C.O.
STA. 5+21.9
RIM EL. 110.22
S IE 103.63
ALLEY GUTTER,
SHEET C-3
TRASH ENCLOSURE
EXIST. CB (TYPE 1)
RIM EL. 109.76-
RAISE TO 110.09
SW IE 108.26, 6" CP
N IE 108.26, 6" SP
NW IE 108.56, 6" SP
RAISE FRAME & GRAr
INSTALL (1) 4" RISER SECT.
EXIST. CB (TYPE 1)
RIM EL. 109.68
SE IE 108.48
BENCH MARK
ELEVATION = 110.06
PK NAIL IN ACP
STA 3+35.0. IE 102.3±
INSTALL 6" TAP ON SEWER
MAIN PER CITY OF EDMONDS
TYPICAL SIDE SEWER DETAIL.
SEE SHT. C-5.
EXIST. CB (TYPE 1)
RIM EL. 109.12
NE IE 107.72, 6" CP
S IE 1106.90, 8" CP
W IE 106.90, 8" CMP
00
EXIST. CB (TYPE 1)
RIM EL. 109.91
N I E '10 6.81, 8:: C P
S IE 106.81, 8 CP
E IE 106.91, 6" CP
U)
V)
NJ I l3UT7ER
L'O � L./ 10. 1
1 LF
.UU01 I CB# 1
q
INSJ ALL- 1161bFW�LK C-L-O'Scb AkkF&t>�'
I
ZL AT ArMN ?Piofz 'ro
30'(1/2 ROW)
SCALE: 1 "= 10'
\> EXISTING ROCKERY
TO REMAIN
EXISTING BIR(J-1 MATCH EXISTING G7ADI, EL. 116.98
DO NOT REMOVE EXISTING LILAC EXISTING CAMELIA
DO NOT REMOVE DO NOT REMOVE --116 ------ /-EXISTING UTILITY POLE TO REMAIN
MAT
XIS.
- A.A-�
A rE
'130.00,
N 80-52T01" E 4 y
14
/-NEW SIDEWALK .4
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�,; L 3/4.1'X1" REDUCER
0
4 4
A-. COUPLING & 1
GATF VALVE
4 - q' %
E--q
TV
8 L F� 3/4- TY E
.4%
CORPER FIR
SLAB LANDSCARE OMI
c_-) /j
EXT UDED CONCF ETE CURB FF EL. 112.19 IRRIGATIO EXIS. ING METE�
f? F_ K,
KSTALL SEE it., SHI.- C-5 I-c! 7-OTi L LLJ SYSTEM 4.: V 1:�Fk 0
No 1 110 VI
BE DESKNED r -4, IN' o�LL MISWU)
fT
2 7 3 4 5 6 7 8 9>
3"0 0 4,* 44
BY OTHEtS
1 " L -4
SCH
NSTA DOUBL 4
8.5'
0" DT EC
V .4
HEC VALVE EXISTING 5/8X3/4
CL L '/ I
'A
A'
DF EEM NDS M
4SSEh LY PER C WATER METER TO, RE MAIN
AS LANDSCAPE ETER
PR POSED 14
U-
0, NE k D DETi
_j = :�o 0 1/11 11 A
PARIKING W c (p I I I
L0 0
K) En
M '4 INSTALL NEW DRIVEWAY.
BLDG ABO
q
14' WIDE THRO�T W
X
4% 57 LF 24,"w'MP 57. o B#3 27 LF 6"PVC -14% A
�,x CENTERED ON FRONTAGE
0 4.3
\15 4-
S=.005 S=2% M OF PROPERTY. I SEE DETAIL - A.
CB#2 EXISTING ACP
4,. ON SHEET C-6. FLOW 57<'.
TO BE REMOVE :, .
LINE EL. APPR X. 117 uj
12 LF'TRENCH ui
M t>r- wV\If4EI1t T 1z r-A I- I 1i I .'.' , . . . . . I. 4z
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12" DT
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18 1p CONCRfTE CURB
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M 7 3"0 LOBBY 15 GUTTER
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FF EL. 112.19 0-
ooio
!1_r 40
N PVC 6" DT y-1 16 F4 P, I PF_ (TYP)
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8.!5,
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4". 4
.4 i � . . ' -:4
MP i RINFORMATION
; . . . :4 4 . /I
1 4 -4. 4.,.: 0, 1MAX* 4 CITY WILL INSTALL
-4 �'4
AMP. 1-12 41 -T
VkVE I v A L-1- In, -MA - 2" DOUBLE STRAP
2" CATE R�Mpol:l '!14
8rp, �o
LANDING SERVICE SADDLE
Rcm PE, SDR 7 \LANUIN(3A'_L. 87 LF 9"0 P R 7 4 0 L F �OTY P�E R CORP STOP. SEE
=.005 130.00' 4 ". -
X 16 I ___LTB�CH MARK DETAIL SHEET C-5
2 X 0* ff -8 9-'5-2- - 0 Y ff- - - 'T'_ - I
ROCKERY, HEIGHT
BE D VARIES TO 3' MAX .4.4 ELEVATION = 118.17 FT.
EXISTING LILAC 7.% N1b PK NAIL IN CP
DO NOT REMOVE 7 7,3
CIAF-e-K A�&�KIBGY INSTALL 06ER
4'X6' OIL/WATER �EK CITY,,R6C>'_e, ASSEMBLY. SEE MATCH EXISTING GRADE, EL. 118.10
SLI SEPAR1\1OR, SEE SHT C-3 15"0 DETENTION PIPE FOP, FtkF- LI-N.6, DETAIL SHEET C-5
FOR PUD PROPERTY WATER METER
SSMH (EXISTING)
STA. 0+00
RIM EL 1114.35
N. IE. 1,00.00
LEGEND:
[3
T
BUI�LDING
TELEPHONE LINE
-P,T-
UN I DERGROUND POWER
AN P TELEPHONE LINE
P
OVERHEAD POWER LINE
- S -
D
SA I NITARY SEWER LINE
ST6RM DRAIN LINE
- W -
W#ER LINE
G
GAS LINE
- X
FE CE LINE
CONTOURS
CATCH BASIN
0
S�NITARY SEWER MANHOLE
0
STORM DRAIN MANHOLE
Ff IIE HYDRANT
GATE VALVE
I
ER
-0-
WATER METER
P8WER POLE
I
ELEV
St I au I ELEVATION
\--EXIST. CB (TYPE 1)
RIM EL. 112.37 FT
W IE 108.37
(3ENERAL SITE PLAN A
SCALE: 1 " = 10'
" 1W
"M
BUILDING OR STRUCTURE
CONCRETE SIDEWALK
ASPHALT ROAD
OR PARKING
CONTOURS
SILT FENCE
SANITARY SEWER PIPE
-S
STORM DRAIN PIPE
-D-
WATER PIPE
_w
UNDERGROUND ELEC.
-E
SIGN
CATCH BASIN TYPE I
CATCH BASIN TYPE 11
GATE VALVE
WATER METER
SANITARY SEWER CLEANOUT 0
EXIST. CB (TYPE 1)
RIM EL. 113.01 FT
W IE 108.91
JRR ENGINEERING
SCALE: 1 is = 10,
Iwo DATE: 05/21/99 CION'TIZOLLEb ID015-11-Y rl Q For we_ Z" C-OV
DRAWN: JES 10/16/99 PER CITY REVIEW COMMENTS
ICHECKED: RKR No. DATE RE14SION
CURRENT/NICKOLSON/C-1j.DWG DATE PREPARED: MAY 21, 1999
C-1 GENERAL CIVIL
SITE PLAN
C-2 DEMOLITION &
EROSION CONTROL PLAN
C-3 GRADING AND DI
AINAGE PLAN
C-4 SEWER AND WATER
IMPROVEMENTS
C-5 SEWER AND WATER
DETAILS
C-6 TYPICAL DETAILS
C-7 SPECIFICATIONS
f SURVEY NOtES:
1. THIS SURVEY WAS
FERFORMED BY FIELD TRAVERSE USING A
10 SECOND "TOTAL
STATION" THEODOLITE SUPPLEMENTED
WITH A 100 Fr. STE
EL TAPE.
2. CONTOUIR INTERVAL
1 FT.
3. PARCEL -AREA = 9,750
SQ. FT.
4. UTILITIES - UNDERGROUND
STORM AND WATER LOCATIONS ARE
BASED UPON AS-BLILT
UTILITY INFORMATION' PROVIDED BY THE
CITY OF EDMONDS.
UNDERGROUND WATER INFORMATION PROVIDED
BY THE CITY OF EDMONDS
IS INADEQUATE TO DETERMINE ACTUAL
UNDERGROUND LOCATIONS.
HOWEVER ALL SURFACE UTILITY
STRUCTURES SHOWN
HEREON WERE ACCURATELY LOCATED BY
FIELD MAPPING.
5. VERTICAL DATUM =
%SSUMED ELEVATION 100 FT. AT INVERT ELEVATION
FOR SANITARY SEWER
LOCATED 170' WESTERLY OF THE INTERSECTION
OF 4TH AVE. S. AN[
1 WALNUT ST.
GENERAL NoTco;
IT
THE CONTRACTOR SHALL
VERIFY THE LOCATION OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION,
AND SHALL CALL THE
UTILITIES UNDERGROUND I.00ATION
CENTER AT (1 -800-424-5555)
TWO WORKING DAYS BEFCRE
BEGINNING EXCAVATION. ALL
EXISTING UTILITIES MAY N
BE SHOWN ON THE PLANS. THOSE
UTILITIES SHOWN ARE APFIROXIMATE.
THE CONTRACTOR SHALL
USE DUE CARE AND CAUTION
DURING EXCAVATION FOR NEW
UTILITIES AND ALL COSTS
OF IDENTIFYING, MAINTAINING,
PROTECTING, STABILIZING
ND/OR REPAIRING SAID UTILITIES
SHALL BE INCLUDED IN T-IE
PROJECT BID AMOUNT. CONTRACTOR
SHALL RECORD THE LOCATION
OF ALL EXISTING UTILITIES
ENCOUNTERED AND IMPRCVEMENTS
INSTALLED DURING
CONSTRUCTION ON THE RECORD
DRAWINGS.
THE CONTRACTOR SHALL
7AKE ALL NECESSARY PRECAUTIONS
TO AV016 EROS ION/SEDI M
-_NTATI ON DURING CONSTRUCTION.
MATERIAL TO BE REMOVED
FROM THE SITE SHALL BE DISPOSED
CONTRACTOR
I A MANNER CONSISTENT WITH STATE
AND- LOCAL REGULATIONS.
UNLESS OTHERWISE AGREED, NO
SEPARATE PAYMENT WILL
BE ALLOWED FOR REMOVAL OR
DISPOSAL OF MATERIAL.
ALL WORK ASSOCIATED WITH THIS
TASK SHALL BE CON
TAL TO THE PROJECT.
THIS PLAN SHEET IS NOT
INTENDED -TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTOR
IS DIRECTED TO REVIEW ALL
ARCHITECTURAL, STRUCTUIRAL,
ELECTRICAL, MECHANICAL, AND
THE FOLLOWING CIVIL SHEETS
FOR ADDITIONAL CONSTRUCTION ITEMS.
.81QNA(3E:
CONSTRUCTION PERIOD RI
HT -OF -WAY SIGNAGE SHALL COMPLY
WITH CITY OF EDMONDS
EQUIREMENTS AND PART VI OF THE
MANUAL ON UNIFORM T
FFIC CONTROL DEVICES (MUTCD).
k,
APF-7.1-
IN
DATE:--M am� V7;
CITY ENGINEER
iED I Z�-
THE NICOXOLSON OFFICE BUILDING
OWNER: BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
(425) 771-8475
ENGINEER: Ronald K. Riach, P.E., d.b.a. JRR Engineering
16030 52ND Ave. W., Edmonds, WA. 98026
1(425) 787-6020, FAX 742-5221
1
SHEET
c - 1
OF1��,4,
7
SHEETS
t
A PORTION OF SEC. 23, TWN. 27 N, R. 3 E*j W.M.
I FIRE HYDRANT
VVAI.t.N VALVE-\
EXIST. SS C.O.
STA. 5+21.9
RIM EL. 110.23
S IE 103.63
EXIST. CB (TYPE 1)
RIM EL. 109.76------�,
SW IE 108.26, 6" CP
N IE 108.26 ' 6" SP
NW IE 108.56, 6" SP
EXIST. CB (TYPE 1)
RIM EL. 109.68
SE IE 108.48
BENCH MARK
ELEVATION = 110.06
PK NAIL IN ACP
LOCATE EXISTING SEWER
SERVICE, CUT & CAP AT
PROPERTY LINE & ABANDON cN4
SIDE SEWER IN PLACE. P
EXIST. CB (TYPE 1)
RIM EL. 109.12
NE IE 107.72, 6" CP
S IE 106.90, 8" CP
00
EXIST. CB (TYPE 1) -
RIM EL. 109.91
N IE 106.81 8" CP
S IE 106.81: 8" CP
E IE 106.91, 6" CP
FILTER FABRIC
MATERIAL
2" BY 2" BY 14 GA.
WIRE FABRIC OR EQUIV.
PROVIDE 3/4')-1.511
WASHED GRAVEL
BACKFILL IN TRENCH
AND ON BOTH SIDES
OF FILTER FABRIC ON
THE SURFACE
2X4 WOOD POST ALT:
STEAL FENCE POSTS
6' O.C. (TYP.)
U)
(n
PLACE FILTER FABRIC
UNDEf 1, GRATE T
I I,,--
S c
SIMH EXIII ING)
STA. 0 0 0
RIM E 114.35
N. IE. 100.00
NOT TO SCALE
IME
r
CD
C-4
SAWCUT EXISTING ACP AT NORTH PROPERTY LINE & 1' WEST
OF WEST PROPERTY LINE AND REMOVE & DISPOSE OF
APPROXIMATELY 1970±SF AS REQUIRED. ALTERNATIVELY,
CONTRACTOR MAY SAWCUT & PULVERIZE IN PLACE.
—EXISTING BIRCH
DO NOT REMOVE
130.00'
89-52'01" E
2
C14
1970±SF. ACP
TO BE REMOVED
LO
61,
REMOVE EXISTING TREES XCEPT
WHERE OTHERWISE SHOW SEE
ARCHITECTURAL PLANS FO ADDITIONAL
LANDSCAPE AND VEGETATI N
I
RETENTION REQUIREMENTS
16" DT
12" DT
EXISTING LILAC
DO NOT REMOVE
DISCONNECT EXISTING
OVERHEAD SERVICE &
RECONNECT FOR
TEMPORARY SERVICE
CONNECTION.---\
EXISTING ROCKERY
TO REMAIN
EXISTING CAMELIA_\
DO NOT REMOVE
0
:�E
0 LLJ
ct�
C/)
x M
0
V)
0 V)
0 D
0
30'(1/2 ROW)
I
SAWCUT EXISTING SIDEAALK
AT PROFERTY
/1' LINE AND REMOVE & DISPOSE
OF
CONCRETE ALONG FRONTAGE AS
REQUIRED. SEE NOTEQITHIS
SHEET
/-EXISTING UTILITY POLE
T RE
-4
SAWCUT EXISTING CL
3
AND GUTTER EACH S
DE
OF EXISTING DRIVEWW
&
4
REMOVE & DISPOSE
)F
CONCRETE
0
4
IZZ::Z
Cl)
T.4
EXISTING 5/8X3/4
4
WATER METER TO REMAIN
AS LANDSCAPE METEF
SHUT OFF
ETER & -
q4
CONFIRM
PE &
W
CONDITION
EXISTING
OF
RVICE
4
SAWCUT & REMOVE
LINE. DISC NNECT
EXISTING CURB AND
EXISTING
ATER
GUTTER AT THIS LOCATION
SERVICE
METER
Ld
'4
IFOTHER
THAN
COPPER
R
C)
0 'Coll
POLYETH
ENE IN
6
GOOD C
DITION.
r_
4.4 q
00
: , 4 ... /—CONCRETE CURB
4 GUTTER
4 4 W
SAWCUT EXISTING 31DEWALK AT
'.4q . '4 PROPERTY LINE A D REMOVE
C
DISPOSE OF CONC ETE ALONG
FRONTAGE AS REQ IRED. SEE
NOTEQ)THIS SHEET
IBENCH MARK
�F89*52 00" _E ROCKERY, HEIGHT
..4.4 ELEVATION = 118.17 FT.
E\7 71
PROPERTY LIN VARIES TO 3' MAX PK NAIL IN ACP
EXISTING LILAC COINCIDES WITH
DO NOT REMOVE
113 CLEARING LIMITS ON I-N \
NORTH & SOUTH
15"0 DETENTION PIPE r_1
FOR PUD PROPERTY I WATER METER
EXIST. CB (TYPE 1)
RIM EL. 112.37 FT
W IE 108.37
SCALE: 1 " = 1
14" DT
EXIST. CB (TYPE 1)
RIM EL. 113.01 FT
W IE 108.91
41
W
I
VJF.NF.KAL NUT 15:
THE CONTRACTOR SHALL TAKE17LLNECESSARY PRECAUTIONS
TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION.
MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED
OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE
AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO
SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR
DISPOSAL OF MATERIAL. ALL WDRK ASSOCIATED WITH THIS
TASK SHALL BE CONSIDERED IN"31DENTAL TO THE PROJECT.
THIS PLAN SHEET IS NOT INTEN DIED TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL
ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND
SCALE: 1"=10' THE FOLLOWING CIVIL SHEETS FDR ADDITIONAL CONSTRUCTION ITEMS.
NOTE(D EXISTING CURB, GU7 R AND SIDEWALK TO BE
INSPECTED BY CI�Y ERGINEERING INSPECTOR.
[PHONE: (425) 771j-0220 EXT. 329] REMOVE
AND REPLACE AS REQUIRED.
JRR ENGINEERING
SCALE: 1 it = 10'
DATE: 05/21/99
DRAWN: JES
CHECKED: RKR
FILE NAME: NICKOLSON/C-2DEMO
4 4
STABILIZATION OF EXPOSED AR
ALL SOILS EXPOSED BY LAND DISTURBING
..4
ACTIVITIES SHALL BE STABILIZED
BY SUITABLE APPLICATION OF BMP's,
INCLUDING, BUT NOT LIMITED TC,
SOD, HYDROSEEDING, OR OTHER VEGETATION,
PLASTIC COVERING, OR MULCH[
ALL BMP's SHALL BE SELECTED, DESIGNED,
AND MAINTAINED IN ACCORDANC
WITH THE MANUAL. THE EXPOSED SOILS
SHALL BE STABILIZED ACCORDIN
TO AN APPROVED TIMETABLE. (TYPICALLY, NO
44
SOILS SHALL REMAIN EXPOSED
OR MORE THAN TWO (2) DAYS FROM OCTOBER
1 THROUGH APRIL 30 AND NOICORE
THAN SEVEN (7) DAYS FROM MAY 1
THROUGH SEPTEMBER 30).
4v' 44
4..
CONSTRUCT1011
SEQUENCE
1I.Schedule and attend Pre-coistruction
meeting w/City of Edmonds. Call one -call
at 1-800-424-5555
V)
2.Provide construction staking
or limits of clearing, line and grade of proposed
utilities and misceflaneous structures
as shown on the approved construction plans.
Z'
4'
Ln.
3.lnstall temporary erosion anc
sedimentation control (TESC) measures as shown on
x
these plans and required by t
e City.
4.Sawcut, remove and dispose
of pavement from areas to receive landscape,
4 . J
building, or other improvements.
4>�
WQ
5.Clear, grub and haul material
from the site and dispose of as required.
6.Rough grade for proposed access
construction, drainage improvements, and
4<1�
utility alignments.
7.Construct improvements as
hown on the approved plans (drainage, utilities,
paving, etc.).
A V A
8.Perform final grading, cleanlp
and application of ground cover.
4
9.Remove TESC measure
/1\ 10/18/991 PER CITY REVIEW COMMENTS
No. d DATE I REVISION
I DATE PREPARED: MAY 21, 1999
\AG
�p
R = 25' MIN.--1
,+"-8" QUARRY SPALLS
12" MIN. THICKNESS
AS REQUIRED 100' MIN. EXCEPT
MAY BE REDUCED TO 50' MIN.
FOR SITES WITH LESS THAN 1
ACRE OF EXPOSED SOIL.
!'gy;ev
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
NOT TO SCALE
";top Will
AW-7
W. a
M y r c -2 7 2000
CITY ENGINEER
SHEET TITLE: THE NICKOLSON OFFICE BUILDING
DEMOLITION & OWNER: BRUCE NICKOLSON
TESC PLAN 9829 CHERRY ST.
EDMONDS, WA 98020
JOB NUMBER: (425) 771-8475 SHEET
RKIR 99-36 ENGINEER: Ronald K. Rlach, P.E., d.b.a. JRR Engineering C — 2
APP'D WENT NO.: 16030 52ND Ave. W., Edmonds, WA. 98026 OF
(425) 787-6020, FAX 742-5221 7
99-36 SHEETS
1!
41
it
TIM
K -me r, CS-ev 1 5
V,
\j� CAMELjjA
it
_1k
41 W-
x- rq m- -t-*
4-
-4. L__
A.
-1 A
T
-4
-T
1�01
WROo2
T15
Pe+2, OlTy,15TIF
-2
r
Ei� tm!5q P�WKSFZ�
it
0
L
it, _R
It
It _a�
it
LILL& li�� . -.6
q!p
-W,
U.
7�
�j I
W/O
ro
H \A/, Pj:;�NS—
K� t5, IPA W�y
� % a 'k
7
Mll
P':
zA
01TT 15TP5
.0
-MOLIT]ON PLAN - 1/16
T.
q
DE ALI
*qT fa;�hc, K,
% 7
1! 1 W, ww!
I it I I , I
LANDSCAPING NOTES.
1% Contractor �hall be responsible for familiarizing himself with all other site improvements prior
to starting landscape work.
2. Contractor shall use caution while excavating to avoid disturbing any existing utilities. If any
are encountered, contractor is to promptly advise general contractor.
3. Notify general contractor or architect if any drainage problems are found during const ruction.
.
4. Upon, completion of finish grading, perform fine grading re�uired in planting areas, using S. oil
obtained from the site.
All plant material shall conform to AAN standards for nursery stock, latest edition. Bare root
material shall be accepted for those plants for which it is appropriate if planting occurs
st
between October 31 and March 15t'. Verify with architect.
6. Plant nursery stock immediately upon delivery to the site and approval by the owner except
that, if this -is not feasible,'heel-in all bare root and balled materials with damp soil and protect
from sun and wind.
7. Planting: Fill holes with backfill mixture of three parts soil taken from the 11ole and one parl
peat moss by volume.
8. Fertilize all plant material with Agro transplant fertilizer 4-2-2 (per manufacturers.
recommendation) and 21 gram tablets (4 per tree, 2 per shrub, and 25.gram. tables per
groundco'ver).
9. Install a minimum of 2" medium bark mulch in all planting beds.
it
D C&A P ^H` D-1 I
-PLAN T I N G ut
i1SYMBOL
"ROTANW�&L./COMMONNAME'
QUANITY.
SIZE
....SPAWNG
�s65K 619Z
'14TUN\
PW Ag� APP�t5`
I W, 16 if 120,! 5) V&r P
nc�
Hy pl;Z'i P U 1��
At,�, EP� ��-T * 0 K- - I W H i fe 5 F I H r,
nz
r14e9*T1.HA
(.0
qwb, R p
7
uq� -upw
PF191 WN
H07C-o", rp�,Ov I P 5 N-,\ I cKoo- Po Z- L,7kep F I ri, P�kpg 6H I P, L)
9 10 /V\ 1.1f. r-, IkL-L.- P��Wrllllls_ 1X\F_5A05#
1.40
I �'qV7,
-e — -
40; 6� lo 11 /P 1. e) & * 0 1
LI
W
LU
T
_W
-�-,)'Q'rFL4)PW 62Pt�6 A
LEV
�.E A NO H
7r
*Lo?�V All
--clew
4:� 19j- - - -, - I
x jor
7M&
N,
�7
Flom
7:
10 - . I �L =\. !1 .4, .
KANIe
17,
'KAAAr j
Clio*
r
!VV. -Y
T),j OC&D
00000,
A0
MNI
PAC
I to, 1 �4 5, T
e
SiTE.'! -PL N. 14�1_ Tr
-A ftRMNOTLAR.,
.... .. ....
A � rze_o
LA
7
A K F=-,Y'
7-
WuHr�"H(VT Cot
ns, Dad
_7'
KI
_J�
-20 1999
1.1 f
z z \
j DEVEL PMENT SERVICES CTQ_
Pvp ITY OF EDMONDS
X.
_=*9440"M 0
"To
JUAI
OP"..
1999
op V1
.Z ff D6,S CrR.
�VAh"LAIJON OF AVELRAU, ELXVAjJVa2,UML.
'Ille el
MGM 1111111111bers indic,
tied bclOw Were difCcIlySpolled at die proposed b i ig
IR
comets or tare lideq3olations of EXE,'UING GRADE for flie Pfojectcd Comers (froin
survey prepared by Chadwick and Wbilers, 111C., P.S.. May. 1998.)
qv,Te:. Q1150ELW
�AAIT
Kep- NORTI IWEsT CORNER SPO-n-ED (@: 112.15
NOwni FA' Tl* CORN r- R INTERPOLATED (0: 114.51
souTi iwEs*r CORNER -SPOITED rd:
111.26
C.
111WRN I CORNER SPOTTED 11,114.50
>
T(A'ALS: 452.42' 4 3.11,
113'- 1 5/16"(AVERAGE- ELFVJVFION)
0
W
Z
W
0
"o, W Too.
UJI
X
-S D. BY
3
S 0
s,
0 60 /@ A040 Q0)/
0/
—50 t
NN
U�114 07, 60
t ING
'_LA NDS CAPE PL A*
A
j!rA,/4L_
07.'!
it QF191�..
ON
��46 �o I
OCT 20
1999
Vic
,Rl'y O"F"'ESDFA4RfLwcD-,Ss crq,
Cape
111. 7�q
r-T-AT
101)
V6 H
l\J11.
5�45 WW cee
\
: Q
—1, rA p
fl I/ L41 f;�r
C42'
wl'W'Ai�vvl; W'of'
11 1-�2 119,
7,
Owl
kkX
-A
v�A
5; . 2 r." e"'�/
,Ile
EXIST. SS C.O.
STA. 5 + 21.9
RIM EL. 110.2"
S IE 103.63
ALLEY GUTTER,
SHEET C-3
TRASH ENCLOSURE
EXIST. CB (TYPE 1)
RIM EL. 109.76-
RAISE TO 110.09
SW IE 108.26, 6" CP
N IE 108.26 ' 6" SP
NW IE 108.56, 6" SP
RAISE FRAME & GRATE
INSTALL (1) 4" RISER SECT.
EXIST. CB (TYPE 1)
RIM EL. 109.68
SE IE 108.48
BENCH MARK
ELEVATION = 110.06
PK NAIL IN ACP
STA 3+35.0. IE 102.3±
INSTALL 6" TAP ON SEWER
MAIN PER CITY OF EDMONDS
TYPICAL SIDE SEWER DETAIL.
SEE SHT. C-5.
EXIST. CB (TYPE 1)
RIM EL. 109.12
NE IE 107.72, 6" CP
S IE 106.90, 8" CP
W IE 106.90, 8" CMP
IQL v)
Is 0
134
R 0 6
0
L.L
-, I N D
c-,111 VUTIER
04
u) L.A 10. 1
wl
A PORTION OF SEC. 23, TWN. 27 N., R. 3.E.) W.M.
EXISTING BIRCH
DO NOT REMOVE
130.00'
N 89-5i7017' E
.4
4
-.4 4
4 4.-
:4
1.4
rA -I V-7 1\ It
�y \ V
SLAB
EXTR
.,UDED CONCRETE CURB FF EL. 112.19
<STALL SEE DETAII., SHT. C- 3
14 No 1
L� 3"o 2 3 4
ZN I/
SCH 0 PI f 0 8.5'
TYP
0
-.4. PRI POS -D
3:
to 0 PARIKING W
to V) BLDG ABOVE.
4% 57.
->%9.1 57 LF 24 CMP
CB# S=.005 . I - EXISTING ACP
/-i TO BE REMOVE�
():5e
t>F- LuWf4Et%( ' TOIZM
�IHAk
PAV6 Lessx
_r(No
r-FE T or OVE-7p,
12 13
0 LI -
FIRE HYDRANT
WATER VALVE-,
" \_ INS -TALL- 1�61bF �LK_ C_L-05C[>
ZL Sl&�bk6-F_ AfT '>A) T-OM PIP'loo. -ro
C-LOSIMC, -61bF7u)ALIC Fk>Z
c_0Ne.-rp_0c_T 10;q.
30' (1 /2 ROW)
EXISTING ROCKERY
TO REMAIN
XISTING LILAC EXISTING CAMELIA M I ATCH EXISTING GRADIf, EL. 116.98
DO NOT REMOVE DO NOT REMOVE CEXISTING UTILITY POLE TO REMAIN
144
SCALE: 1 "= 10'
S I ALL JIK_1�.CAS corts:5 As _,SHOWN /-INLW NUtWALK
T A L 'ST-4�S- CORG SHALL 3-F_ t- F6 By
csiz )4 11 Vj Ir*_'1 op- 4. A.
if, i.:: - I 1�/ ��I'Xl REDUCER
3/4,
FrwVFb r.-OVAL�.) <�;, �w - -7
5
0 " DT
14 12" DT
LOBBY
FF EL. 112.19
�Vc k/ 16)" DT
A I
COUPLING & 1
GAT� VALVE
4
A, I, TYPE
44.. 8 � Fj 3/4
N1 4 4
71 4
LANDSCAWE A
-y 4
p z 2 Tw COPPER FROM
77T
A IRRIGATIC q EXIEYING ME�l
rER
R.5,
1-ij /"A, SYSTEM "0 4.: V
IN T&LL NF�qm,
-.10 4
6 7 8 9> BE DESK NED
4q,
BYOTHEIS G-, 44
7�- Al
S
> 4
N TA DOUBIL
4:
HEC VALVE
LJ EXISTING 5/8X3 14
. .0 4.
SSEN LY PER 11� A'
00 0 IZ: Eli- 4 WATER METER TO, RE MAIN
AS LANDSCAPE METER
'A. F EIM NDS
11 1-41
0 TAN E k D DQ <
v)
M >
�4 INSTALL NEW DRIVEWAY.
><
W W Qj
14' WIDE THROA
CB#3 1/27 LF 6"PVC I d 'T 0
M0. Y CENTERED ON , FRONTAGE
0 0C 9':
S=2% MIN. OF PROPERTY. ISEE DETAIL
4,. ON SHEET C-6. F W
12 LFF` TRENCH .4 LINE EL. APPROX. 117.7 Ld
4Z 4
DRAI�-'*SEE DETAIL
0 THIS 11 HEET. 41
S 0 N '0 R S. V u;pvj FOf
PAimT cu
6 r;l 6�,RAT E e I Z,07 D q "04 5' r-F-r:;-T- oN CH
0 ul CI_
t" P % j �4>�
W fA
A. F
61 14
"PVC
MIN.
CH
D T IL
E 7A
cl cQ
0
.4 �.i I
R
F-i 010 �
L6 tlerM11,11111D. 00- 31
45 .4. 4,
15 1P/ 17 .18 q /-CONCR6E CURB
G UT�' 9
.4 ER
C.O.#2
Q2 Per
.4�2 ------
4 4
CATEE�- R MP.
RAMP. I
% 27
VAL, F
S
00 Q,
EXIST. CB (TYPE 1)
RIM EL. 109.91
N I E 10 6.81, 8:: C P S D
S IE 106.81, 8 CP T
E IE 106.91, 65" CP
SSMH (EXISTING)
STA ' 0+ 0
RIM EL P114.35
N. IE. 100.00
LF 2"0 LANDING
E, SDR 7 -j 87 LF 9"0 PE-
130.001
2 X 0* N 89*52'06" E_
BE D
EXISTING LILAC
DO NOT REMOVE
4'X6' OIL/WATER
SEPARATOR,,SEE SHT C-3 15"0 DETENTION PIPE
FOR PUD PROPERTY
LEGEND:
ED BUI�LDING
T - TELEPHONE LINE
-P,T UN DERGROUND POWER
AN TELEPHONE LINE
P - OV RHEAD POWER LI�E
- S S�NITARY SEWER LINE
D - STORM DRAIN LINE
- w WA�TER LINE
I
G - GAS LI N E
- X FE�CE LINE
CONTOURS
C TCH BASIN
0 SAINITARY, SEWER MANHOLE
0 STORM DRAIN MANHOLE
\c� FIff HYDRANT
M GATE VALVE
I
ER W�TEIR METER
-0- P?WER POLE
. ELEV SPOT ELEVATION
EXIST. CB (TYPE 1)
RIM EL. 112.37 FT
W IE 108.37
I p F_ (Typ)
!4
5FF_ '5�PEC_
S'AT C-7
'4 q.* .,4
'4
W
4
S EE SHT. r'-A
FOR
E TS
A� OMPLET EVER
& WATER
. . . .
. . . .
.4 4'
-CITY WILL INSTALL
A 41
2" DOUBLE STRAP
SERVICE SADDLE &
CORP STOP. SEE
--,,,�DIR 7 4'
40 LF _�O TYPE K COPPER
- -
ROCKERY,
\7.VARIES
I 7_W�T7�__
HEI HT
9:.,.4
\-44
1 -
18 '�H MARK
IDETAIL SHEET C-5
TO
3' MAX
15.
ELEVATION =
118.17 FT.
74
INST6u, bigL-WECIOR
1, .
19.
PK NAIL IN ACP
C(AF-e-K Ae,,Sl�,KISGY
INSTALL 2" METER
e�/
T' LE F, C IT Y,,�R FQCS
ASSEMBLY. SEE
MATCH EXISTING GRADE,
EL. 118.10
F-OP, FtkE LIN9,
DETAIL SHEET C-5
GENERAL SITE PLAN A
SCALE: 1 " = 10'
BUILDING OR STRUCTURE
CONCRETE SIDEWALK
ASPHALT ROAD
OR PARKING
CONTOURS
SILT FENCE
SANITARY SEWER PIPE
-S
STORM DRAIN PIPE
-D-
WATER PIPE
W_
UNDERGROUND ELEC.
-E
SIGN
CATCH BASIN TYPE I
CATCH BASIN TYPE 11
GATE VALVE
WATER METER M
SANITARY SEWER CLEANOUT 0
EXIST. CB (TYPE 1)
RIM EL. 113.01 FT
W IE 108.91
WATER METER
IL,e �
LL. rth
INSrA "':5-1bF-vJALk C-L-Osl -
A14F-4b'/ Ar
WALMU7- -!5�TP_('F_Tj. Pi-,10e
To c"s11,14, - 60' ROW
'S1bj;�VJ4\LK- FSk
JRR ENGINEERING
SCALE: 1 90 = 10, 1 1
DATE: 05/21/99 A\ C'0N'T90tLEb 'DVII.Ify rILL For-e- Z##
DRAWN: JES 10/1009 PER CITY REVIEW COMMENTS
rwrrterne PVP KI n A +C-
V. r% r_ V 101 V114
FILE NAME: CURRENT/NICKOLSON/C- 1j.DWG DATE PREPARED: MAY 21, 1999
C-1 GENERAL CIVIL
SITE PLAN
C-2 DEMOLITION &
EROSION CONTROL PLAN
C-3 GRADING AND
DRAINAGE PLAN
C-4 SEWER AND
R IMPROVEMENTS
C-5 SEWER AND WATER
DETAILS
C-6 TYPICAL DETAILS
C-7 SPECIFICATIONS
SURVEY N0`+E-9:
1. THIS SURVEY WAS
FERFORMED BY FIELD TRAVERSE USING A
10 SECOND "TOTAL
STATION" THEODOLITE SUPPLEMENTED
WITH A 100 FT. STEEL
TAPE.
2. CONTOUR INTERVAL
= 1 FT.
3. PARCEL AREA = 9,750
SQ. FT.
4. UTILITIES - UNDERGROUND
STORM AND WATER LOCATIONS ARE
BASED UPON AS-BLILT
UTILITY INFORMATION PROVIDED BY THE
CITY OF EDMONDS.
UNDERGROUND WATER INFORMATION PROVIDED
BY THE CITY OF ED14ONDS
IS INADEQUATE TO DETERMINE ACTUAL
UNDERGROUND LOCATIONS.
HOWEVER ALL SURFACE UTILITY
STRUCTURES SHOWN
HEREON WERE ACCURATELY LOCATED BY
FIELD MAPPING.
5. VERTICAL DATUM =
�SSUMED ELEVATION 100 FT. AT INVERT ELEVATION
FOR SANITARY SEWER
LOCATED 170' ± WESTERLY OF THE INTERSECTION
OF 4TH,AVE. S. AND
WALNUT ST.
GENERAL N0TES:
THE CONTRACTOR SHALL
ERIFY THE LOCATION OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION,
AND SHALL CALL THE
UTILITIES UNDERGROUND I.00ATION
CENTER AT (1-800-424-5555)
TWO WORKING DAYS BEFCRE
BEGINNING EXCAVATION. ALL
EXISTING UTILITIES MAY NDT
BE SHOWN ON THE PLANS. THOSE
UTILITIES SHOWN ARE APFIROXIMATE.
THE CONTRACTOR SHALL
USE DUE CARE AND CAUTION
DURING EXCAVATION FOR NEW
UTILITIES AND ALL COSTS
OF IDENTIFYING, MAINTAINING,
PROTECTING, STABILIZING
AND/OR REPAIRING SAID UTILITIES
SHALL BE INCLUDED IN TIE
PROJECT BID AMOUNT. CONTRACTOR
SHALL RECORD THE LOCATION
OF ALL EXISTING UTILITIES
ENCOUNTERED AND IMPRCVEMENTS
INSTALLED DURING
CONSTRUCTION ON THE RECORD
DRAWINGS.
THE CONTRACTOR SHALL
TAKE ALL-W,
-CESSARY- PRECAUTIONS
TO AVOID EROSION/SEDIMENTANON
-4 - DORIN��_%CONSTRUCTION.
MATERIAL TO BE REMOVED
FROM THE SITE SHALL BE DISPOSED
OF BY THE CONTRACTOR
IN A MANNER CONSISTENT WITH STATE
AND LOCAL REGULATIONS
UNLESS OTHERWISE AGREED, NO
SEPARATE PAYMENT WILL
BE ALLOWED FOR REMOVAL OR
DISPOSAL OF MATERIAL.
ALL WORK ASSOCIATED WITH THIS
TASK SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
THIS PLAN SHEET IS NOT
INTENDED TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTOR
IS DIRECTED TO REVIEW ALL
ARCHITECTURAL, STRUCTUIZAL,
ELECTRICAL, MECHANICAL, AND
THE FOLLOWING CIVIL SHEETS
FOR ADDITIONAL CONSTRUCTION ITEMS.
ISMNAGE:
CONSTRUCTION PERIOD
HT OF -WAY SIGNAGE SHALL COMPLY
WITH CITY OF EDMON DS
EQI;
IREMENTS AND PART VI OF THE
MANUAL ON UNIFORM Tj
FFIC CONTROL DEVICES (MUTCD).
`0 R
AP
EMTg:._M 1 -7 �zo dr p
CITY ENGINEER
SHEET TITLE: THE NICKOLSON OFFICE BUILDING
GENERAL CIVIL OWNER: BRUCE NICKOLSON
SITE PLAN 9829 CHERRYST.
EDMONDS, WA 98020
ZKk JOB NUMBER: (425) 771-8475 SHEET
RKR 99-36 ENGINEER: Ronald K. Riach, P.E., d.b.a. JRR Engineering C - 1
APP'D WENT NO.: 16030 52ND Ave. W., Edmonds, WA. 98026 OF
99-36 (425) 787-6020, FAX 742-5221 7
SHEETS
EXIST. SS C.O.
STA. 5 + 21.9
RIM EL. 110.2�
S IE 103.63
EXIST. CB (TYPE 1)
RIM EL. 109.76----\
SW IE 108.26 ' 6" CP
N IE 108.26, 6" SP
NW IE 108.56, 6" SP
EXIST. CB (TYPE 1) -
RIM EL. 109.68
SE IE 108.48
BENCH MARK
ELEVATION = 110.06
PK NAIL IN ACP
LOCATE EXISTING SEWER
SERVICE, CUT & CAP AT
PROPERTY LINE & ABANDON
SIDE SEWER IN PLACE.-
EXIST. CB (TYPE 1)
RIM EL. 109.12
NE IE 107.72, 6" CP
S IE 106.90, 8" CP
EXIST. CB (TYPE 1) -
RIM EL. 109.91
N IE 106.81 8" CP
S IE 106.81: 8:: CP
E IE 106.91, 6 CP
U)
0
0
00
LL_
-PLACE FILTER FAB IC
UNDE GR E
00 V__
FILTER FABRIC
MATERIAL
2" BY 2" BY 14 GA.
WIRE FABRIC OR EQUIV.
PROVIDE 3/4"-1.5" -
WASHED GRAVEL
BACKFILL IN TRENCH'
AND ON BOTH SIDES
OF FILTER FABRIC ON
THE SURFACE
2X4 WOOD POST ALT:
STEAL FENCE POSTS
6' O.C. (TYP.)
SSMH (EXISfING)
STA. 0+00 1
RIM EL 114.�5
N. IE. 100.00
NOT TO SCALE
SD
C)
- I
C-4
�A PORTION OF SEC. 23, TWN. 27 N*2 R. 3 E., W.M.
SAWCUT EXISTING ACP AT NORTH PROPERTY LINE & 1' WEST
OF WEST PROPERTY LINE AND REMOVE & DISPOSE OF
APPROXIMATELY 1970±SF AS REQUIRED. ALTERNATIVELY,
CONTRACTOR MAY SAWCUT & PULVERIZE IN PLACE.
EXISTING BIRCH
DO NOT REMOVE
P 130.00'
'L N 89*52'01" E
CA
1970±SF ACP
TO BE REMOVED
CD
1��
070
REMOVE EXISTING TREES �XCEPT
WHERE OTHERWISE SHOWN. SEE
ARCHITECTURAL PLANS FO� ADDITIONAL
LANDSCAPE AND VEGETATION
RETENTION REQUIREMENTS1'
16" DT
EXISTING LILAC
DO NOT REMOVE
5%
a Is] t,
EXIST. CB (TYPE 1)
RIM EL. 112.37 FT
W IE 108.37
SCALE: 1 1
12" DT
EXISTING LILAC
DO NOT REMOVE
14" DT
DISCONNECT EXISTING
OVERHEAD SERVICE &
RECONNECT FOR
TEMPORARY SERVICE
CONNECTION.--\
EXISTING ROCKERY
TO REMAIN
EXISTING CAMELIA
DO NOT REMOVE
LLJ
>
0
0 LLJ
�7 n-,
V)
M
x
LL]
0
Cf)
0
0
0
----116
SHUT OFF
PETER &
CONFIR M
PE &
N
CONDITION
OF
EXISTING
"Ill
RVICE
SC
LINE. DISC
NNECT
EXISTING
ATER
A
SERVICE
METER
R
IF OTHER
THAN
Tl'
COPPER
R
R
POLYETH
ENE IN
GOOD C
DITION.
__j 3QQp'
N 89'52 00" E ROCKERY, HEIGHT -
\\\—PROPERTY LINE\7VARIES TO 3' MAX
COINCIDES WITH
113 CLEARING LIMITS ON
RTH & SOUTH
PROPERTY
EXIST. CB (TYPE 1)
RIM EL. 113.01 FT
W IE 108.91
41
30'(1/2 ROW)
I FIRE
WATER VALVE
AWCUT EXISTING SIDE:ALK
AT PROFERTY
LINE AND REMOVE &
I
ISPOSE
OF
CONCRETE ALONG.FRQNTAGE AS
REQUIRED. SEE NOTEQ�THIS
SHEET
—EXISTING UTILITY POLE
T REMAIN
SAWCUT EXISTING CU
B
AND GUTTER EACH S
E
OF EXISTING DRIVEW&I
REMOVE & DISPOSE
CONCRETE
0
C/I
T1
EXISTING 5/8X3/4
WATER METER TO RE
MAIN
AS LANDSCAPE METER
W
-SAWCUT & REMOVE
EXISTING CURB AND
GUTTER AT THIS LOC*ATION
<!�
CL
00
/—CONCRETE CURB
GUTTER
-SAWCUT EXISTING IDEWALK AT
PROPERTY LINE A D REMOVE &
C
DISPOSE OF CONC ETE ALONG
FRONTAGE AS RE6 IRED. SEE
NOTE�DTHIS SHEE
IBENCH M
WATER METER
SCALE: 1 10'
-4
4 4
4 ..
Aj* 44
. . . . . * . -*
A"'.
q...
4.
4 Z'
x
411
4>�
CL*
: A
�4
_1- 1 '4 -4
'.I. A
/ATION =1 118.17 FT.
NAIL IN ACP
NOTE�a> EXISTING CURB, G R AND SIDEWALK TO BE
INSPECTED BY CI"U7EI
� ENGINEERING INSPECTOR.
[PHONE: (425) 771j-0220 EXT. 329] REMOVE
AND REPLACE AS REQUIRED.
JRR ENGINEERING
SCALE: 1 10,
DATE: 05/21/99
DRAWN: JES
CHECKED: RKR
FILE NAME: NICKOLSON/C-2DEMO
/1\ 10/18/991 PER CITY REVIEW COMMENTS
No. DATE I REVISION
I DATE PREPARED: MAY 21, 1999
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS
TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION.
MATERIAL TO BE REMOVED FROM . THE SITE SHALL BE DISPOSED
OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE
AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO
SEPARATE' PAYMENT -WILL BE ALI.OWED FOR REMOVAL OR
DISPOSAL OF MATERIAL. ALL W)RK ASSOCIATED WITH THIS
TASK SHALL BE CONSIDERED IN'JIDENTAL TO THE PROJECT.
THIS PLAN SHEET IS NOT INTEN DED TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL
ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND
THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS.
STABILIZATION OF EXPOSED AMC. ALL SOILS EXPOSED BY LAND DISTURBING
ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMP's,
INCLUDING, BUT NOT LIMITED TC, SOD, HYDROSEEDING, OR OTHER VEGETATION,
PLASTIC COVERING, OR MULCHING. ALL BMP's SHALL BE SELECTED, DESIGNED,
AND MAINTAINED IN ACCORDANC- WITH THE MANUAL. THE EXPOSED SOILS
SHALL BE STABILIZED ACCORDIN"7" TO AN APPROVED TIMETABLE. (TYPICALLY, NO
SOILS SHALL REMAIN EXPOSED :'OR MORE THAN TWO (2) DAYS FROM OCTOBER
1 THROUGH APRIL 30 AND NO AORE THAN SEVEN (7) DAYS FROM MAY 1
THROUGH SEPTEMBER 30).
1.Schedule and attend Pre—collstruction
meeting w/City of Edmonds. Call one —call
at 1-800-424-5555
2.Provide construction staking
for limits of clearing, line and grade of proposed
utilities and miscellaneous struotures
as shown on the approved construction plans.
3.Install temporary erosion anc
sedimentation control (TESC) measures as shown on
these plans and required by the
City.
4.Sawcut, remove and dispose
of pavement from areas to receive landscape,
building, or' other improvementg.
5.Clear, grub and haul matericl
from the site and dispose of as required.
6.Rough grade for proposed a.-cess
construction, drainage improvements, and
utility alignments.
7.Construct improvements as shown
on the approved plans (drainage, utilities,
paving, etc.).
8.Perform final grading, cleanjp
and applicaflon of ground cover.
9.Remove TESC measur(
R 25' MIN.--1
4"-8" QUARRY SPALLS
12" MIN. THICKNESS
AS REQUIRED 100' MIN. EXCEPT
MAY BE REDUCED TO 50' MIN.
FOR SITES WITH LESS THAN 1
ACRE OF EXPOSED SOIL.
16
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
NOT TO SCALE
. FZAP
11 A,
M cat rc -2 7 2 00 0
CITY ENGINEER
SHEET TITLE:
DEMOLITION &
TESC PLAN
THE NICKOLSON
OWNER:
OFFICE BUILDING
BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
(425) 771-8475
SHEET
C — 2
OF
7
SHEETS
JOB NUMBER:
99-36
ENGINEER:
Ronald K. Riach, P.E., d.b.a. JRR Engineering
16030 52ND Ave. W., Edmonds, WA. 98026
(425) 787-6020, FAX 742-5221
RKR
APP'D
WENT NO.:
99-36
NO) R# 3 E, W.M. FIRE HYDRANT--\,,,\ GENERAL
A PORTION OF SEC. 23, TWN. 27 VVA I tt< VALVE-\ THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE
ID ONTRACTOR IS DIRECTED TO REVIEW ALL
CONSTRUCTED. THE C
ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND
DRAINAGE SYSTEM INFORM ATI
THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS.
CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING
UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH
BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION
MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY
EXIST. SS C.O.
AND
OWNER OF CONFLICTS ENCOUNTERED. DETENTION SYSTEM, CATCH
STA. 5 + 21.9
RIM EL. 110.23
BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS
SHALL COMPLY WITH CITY OF EDMONDS DESIGN AND CONSTRUCTION
W
S IE 103.63
STANDARDS.
CATCH BASIN #1 (TYPE 1) CATCH BASIN #3 (TYPE 2)
RIM EL. 110.50 RIM EL. 111.60
W IE 106.99, 8" CPEP W IE 107.51, 24" CMP
E IE 106.99, 8- CPEP E IE 108.71, 6- PVC
CATCH BASIN #2 (TYPE 2) CONNECT DOWNSPOUTS & 30'(1/2 ROW)
EL. 110.35
SCALE: 1 10, 8110 CMP
BEGIN ALLEY GUTTER,
RIM EL. 110.44 FOOTING DRAINS AS REQUIRED.
RISER
MATCH EXISTING GRADE.------\
+
S IE 107.22, 24" CMP
E IE 107.22, 24" CMP EXISTING ROCKERY
REMOVABLE WATERTIGHT
COUPLING OR FLANGE-----__,_,_.__
TO REMAIN MATCH EXISTING GRAD�,
-rM,AT,(
EL. 116.981
INSTALL 44 LF OF
ALLEY GUTTER, SEE
UTILITY POLE T�
ORIFICE
REMAIN i I.E. 108.55
DETAIL ON THIS
,,/-EXISTING
4 T
130.00'
A
SHEET.+ DIRECT
NEW SIDEWALK
RUNOFF TO EXIST.
89'52'0 1 E
:.4
W A.
CB .4
4
U rMf%l n(ZHOP
4 4 �L
�4
LA
"Xl" REDUCER
01 3/4p
4 16" MAX.1 I I
Mi VALV E
:4
GAT
EXIST. CB (TYPE 1) .4 14. LATE
8 L 0! 3/4" TYPE V. RESTRICTOR P
W/ I- --Mir ICE
.5tuo
RIM EL. 109.76 COPpER FROM
LANDSCA 'E
.09 v
4N EXISTING METER SHARP -EDGED
RAISE TO 110 V) 4/
0
26 6" CP U) SLAB SHOP DRILLED
SW IE 108. FF EL. 112.19 IRRIGATIO ] I / ... . . I
6" SP UDED CONCRETE CURB SYSTEM''O 4.'
N IE 108.26 EX
4: 44
NW IE 10836 6" SP SEE It, SHT. C- BE DESIC NED
S ELBOW RESTRICTOR
BY OTH E . ......
RAISE FRAME & GRATE
INSTALL (1) 4" RISER SECT. 14 LF 3"0'
NSTAL DOUBL' NOT TO SCALE
(TYPE 1) SCH 0 P �A
EXIST. CB ( .0 11 G 5/8X3/4 4..
8.51 -CHEC� VALVE EXISTIN
ET U
RIM EL. 109.68 4' ER METER TO RQMAIN
> TYP 00 ASSEN LY PER C WAT
4.
.9V AS LANDSCAPE METI
SE IE 108.48 F E[ M NDS
n 0 A�- F) n FT;
.0
OVERFLOW ELEV. TO
LL 5TAN E PROVIDE DETENTION
BENCH MARK r- I -i . + INSTALL NEW DRIVEI�AY-
0 cn W
Lr) 0 A AND OIL SEPARATION 1'- 0" MIN.
(D
ELEVATION = 110.U6 n W 14' WIDE THROAT ELEV. 110.35
r
PK NAIL IN ACP #3 27 LF 6"PVC CENTERED ON FIR NTAGE 4+' Z'
OF PROPERTY. SEE, DETAIL> A'
-�1�57 LF 24 CMP 5% M on I .. . . PIPE SUPPORTS:
> S=2% MIN. ON SHEET C-6. F , W X. 3N.090 GAGE
Uj 0 4
0- U) S=.005 N w 4 17 4z
U) CB#2 a 21' LINE EL. APPROX. .7 BOLTED OR IMBEDDED
12 LF TRENCH 0. v 2" IN WALL AT MAX.
Pas g 0
'00 ND L) S F c- t4 vq RK Pi c!) 12: DRAIN SEE ��L 0 * 4 �7' 3' SPACING, MINIMUM
U- 0 'FF-Sr 6OUERl-
t4 4
4
S
F
4
L\F24 0
5t
�A�VF- L.F-!!�§ r-QA THIS SHEET. 4 OF TWO SUPPORTS
4>�
C14 ! 1 L,
5' V) 0
U R ELBOW RESTRICTOR
C14 E1 00 SEE DETAIL ABOVE.
STA 3+35-0. IE 102,3± LO L. 10-19 8' 1 4L
4
INSTALL 6" TAP ON SEWER
'0 CMP
MAIN PER CITY OF EDMONDS 8"0 CMP
CONCRETE CURB : 4
TYPICAL SIDE SEWER DETAIL. S,'=0.005
4. 4 - GUTTER
LOBBY
SEE SHT. 4
51, . :
0 20 L, YO FF EL. 112.19 Ni
N
SCH -P,O.C.
c INVERT ELEV. 107.05
p 4''
-0
-11 LF Al 1 LF 6%
PVC S=. c Ebb .44 EE SHT. C-4 FOR
C.O,#2 6
OMPLETE SE ER WATER,
i -INSTALL 2" DOUBLE
d 17-F INFORMATION
1811 4
4
414 A
M \ 2 RA
p. \1 - 1 .14 STRAP SERVICE
4
EXIST. CB (TYPE -A '4
GA
$PC .4
4
STOP. SEE DETAIL
4 --LANDIb4 EL. 110 UZ 116
MID
7 SADDLE & CORP 11 RESTRICTOR PLATE
F. 3 /4
RIM EL. 109.12 P 8LF 2 Q"0-/ 4 SHEET C-5 *V-r&+"0 ORIFICE
NE IE 107.72, 6" C S=.005 CB#j LANDING �-7Lr `DR 7 40 SHARP EDGED
S IE 106.90 8" CP C 4 L r- 19"0 CMP PE, S- D* R 7 -'t�UNDIN C. 130. BENnH MARKI SHOP DRILLED
-P-89*52 00" E ROCKERY, HEIGHT
W IE 106.9d, 8" CMP 005 005� 0'
2.0",90' ELEVATION =1 118.17 FT.
RIES TO 3' MAX PK NAIL IN AjCP
BE D 7
NN 2 N1b N MATCH EXISTING GRAD EL. 118.10 CONTRI
INSTALL METER NOT TO SCALE
00
4'X6' OIL/WATER ASSEMBLY. SEE
SEPARATOR, SEE SHT C-3 DETAIL SHEET C-5
15"0 DETENTION PIPE
EXIST. CB (TYPE 1) WATER METER
SD FOR PUD PROPERTY
RIM EL. 109-91 to C CO N F i v4r--b j>I4-,C-HAF-c--F- IS TO
N IE 106.81, 8 P
FIELb 00,1SE-12-V %OM!5 cf;� IN ALLEY. I
S IE 106. 81, 8:: CP
E IE 106.91, 6 CP
EXIST. CB (TYPE 1) A
EXIST. CB (TYPE 1) RIM EL. 113.01 FT I ROW
RIM EL. 112.37 FT W IE 108.91
W IE 108.37
9.8 9. 8
tiv 0 Anima a DRAINAGE PLAN Al ................. ...........
SSMH (EXIqTING)
STA. 0+00�
RIM EL 11 1.35
N. IE. 100-100
2 9 - off
------ aft- o.05 FT -/FT'
FT./FT.
J>
t>
it -Opp
NOTES:
1 FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY
REPLACE EXPANSION JOINT INT RFACE BETWEEN THE CURB
AND ADJACENT DRIVEWAY.
2. AT CATCH BASIN PROVIDE 1 FOOT WIDTH OF SECTION SHOWN
ON ALL SIDES.
CEMENT CONCRETE AL a
NOT TO SCALE I
SCALE: 1 " = 10'
JOINT
CEMENT CONCRETE PAVEMENT
DRIVEWAY, SEE PLAN.
R=111
NEW PAVEMENT -
DEPTH PER PLAN.
NOT TO SCALE
R=11.5"
6"0 (NOM.)
ELBOW
ALUMINUM ROD, 1/,,2" ROUND STOCK
i7HANDLE TO BE 18 MAX. FROM
RIM WITH GATE DOWN.
SQUARE INSPECTION COVER
MARKED "STORM"
WITH LOCKING BOLTS,
UNLESS OTHERWISE
APPROVED BY CITY.
. t, .. .4
MAX. W. - 110, 3.;-
CLEANOUT SHEAR GATE.
(PER WSDOT STD. B-3)
0
4
UTILITY VAULT COMPANY, MODEL # 660-SA SEPARATOR
W 660-ST TOP SECTION AND 660-SB VAULT
W� (2) 12" 660-LA RISERS & SLOPED LID
To MATCH PROPOSED FINISH GRADE.
TOP 111.3 SEE PLAN FOR INLET LUUAIIUN
5.2" SEE CONTROL
3.9 STRUCTURE DETAIL
39.37" SHEET THIS
\"4.E. 107.05 IZ110
13
H 8" CMP, IE. 107.05 F#�bZICPTDP, TO CPkLV- Atr-TF-R r-hBRIC-6,1710H,
ACO DRAIN 100 2
OILMATER 5,51EPARATOR DETAIL
If- .- � Ark
4" PVC -J H Oimension K100-1 = 5.9" NOT TO SCALE ON& . 11� �j �P R
Outlet K100-2 = 7.9" APr-
K100-3 = 9.8"
3
--up-4 3.5- -a*-- A4
ACO POLYMER RODUCTS INC.
rc 0 0 0
TRENCHDRAIN 800/543-4764� TOLL -FREE
NOT TG SCALE
C ENCAINEE14
JRR ENGINEERING SHEET TITLE: DING
GRADING & OWNER: BRUCE NICKOLSO
-ILL F09<71 Cp DRAINAGE PLAN 9829 CHERRY ST.
-T) D r V 9- R
zq-\ C-04T FOLL r =95 ITI f2K EDMONDS, WA 98020
0. 11-0
3&Ao -Dps;,�r\ rtucsiovx 4�r Ijy 11, N- -8475 SHEET
SCALE: 10, /2 Lep JOB NUMBER: (425) 771
3 (oloa -P;P-,r ceji-a"i JRR Engineering C 3
DATE: 05/21/99, - RKR 99-36 ENGINEER: Ronald K. Riach, P.E., d.b.a [IF
DRAWN: JES 10/18/99 PER CITY REVIEW COMMENTS JAPP'D CLIENT NO.: 16030 52ND Ave. W., Edmonds, WA. 98026 7
CHECKED: RKR N No. DATE REVISION 99-36 (425) 787-6020, FAX 742-5221 SHEETS
FILE NAME: NICK,-/C-3DRAIN.DWG DATE PREPARED: MAY 21, 1999
A PORTION OF SEC. 23, TWN. 27 N.; R. 3 E. 2 W.M.
z
CS1
EXIST. SS C.O.
STA. 5+21.9
RIM EL. 110.22
S IE 103.63
TRASH ENCLOSURE
EXIST. CB (TYPE 1)
RIM EL. 109.76- ... ... . ......
SW IE '108.26, 6" C P
N IE 108.26 ' 6" SP
NW IE 108-56, 6" SP--------"'
EXIST. CB (TYPE 1) -
RIM EL. 109.68
SE IE 108.48
BENCH MARK
0'
ELEVATION = 110-06
PK NAIL IN ACP
r n
0
STA 3+35.0. IE 102.3± Lo
INSTALL 6" TAP ON SEWER
MAIN PER CITY OF EDMONDS
TYPICAL SIDE SEWER DETAIL.
SEE SHT. C-5. 1� I
EXIST. C13 (TYPE 1)
RIM EL. 109.12
NE IE 107 72 ' 6" CP
S IE 106.90, 8" CP
0
- IS
co
EXIST. CE3 (TYPE 1)
RIM EL. 109.91$'
N IE 106.81 8 CP
S IE 106.81: 8" CP
E IE 106,91, 6" CP
X�
FINISHED GRADE
�WK
0
ID 130.00,
7 TE-N 89-52'01" E
4. 4
d.
.4
T\ NSFORNER & VAU PER SLAB
:1U REQUI REMENTS. I[NNLTALL FF EL. 112.19
BOLLA 7DS NS SHOWN (6 TOTAL)
1 LF 3"0
'SCH 0 P` 8.5'
�3 PR POSED
U Lo PARIKING W/
n V)
0 P
BLDG ABOVE.
.4
�E TR
S U
LL FF 112
OTAL)
B. 5
P R P O�
5%
4%
wgremom Iml
n�j
SSMH (EXISTING)
STA. O+bO
RIM EL 1114.35
N. IE. 1,00.00
COMPACTED � BACKFILL
UNDISTURBED EARTH
SD
"-USE SPECI�L CARE IN PLACING BACKFiLL
TO THIS POINT TO MINIMIZE ROCK/PIPE CONTACT.
INSTALL COPPER WIRE WITH PIPE IF
FUTURE LOCATING IS DESIRED.
I
OLYETHYLENE (PE), PVC OR COPPER PIPE.
PIPE MATERIAL AND SIZE AS REQUIRED TO
TO COMPL� W/ CODE. PE & PVC PIPE MUST
NOT BE IN�TALLED UNDER ANY STRUCTURE
OR MOBIL HOME TO COMPLY W/ UPC -
/010
LOBBY
LI 3"0 - FF EL.
H. VC P.O.C.
1C 417-,f
C.O.#�
�j :.j4
GAT 2
A 14 .4
V
ALVE,
81 F 9-0"0-1 LANDING
P E S 1) IR 7 87 LF 2"o P�
�LAND.11,NG/ EL. 116.1 ----j 30.D
2 2 1 -A'
IS 89'bZ 00 E
BE D
EXIST. C8 (TYPE 1)
RIM EL. 112.37 FT
W IE 108.37
15"0 DLE-TENTION PIP
FOR PUD PROPERTY
r-ikile�l ir'r% f%DAME"
----116
30'(1/2 ROW)
FIRE HYDRANT
TER VALVE-\.
EXISTING UTILITY POLE TO REMAIN
SCALE: 1 "= 10'
a Mye,:T N-v :.4
3/49X1" REDUC R
COU.' LING & 1
4
GAT0- VALVE
E
14. 8 LIt, 3/4' TYPE A 4
COPOER FROM 4
CA-NDSCAPE---' V-
EXIONG METER
IRRIGATION
SYSTEM TO
A� .
BE DESIGNED 4 A
BY OTHERS
44
NSTAL DOUBIL
CHECK VALVE EXISTING 5/8X3/4 4..
SSEM LY PER CIT� WATER METER TO IRE MAIN
AS LANDSCAPE METER
F ED NDS
NDA D D
V)
.4
w
4- A
V)
4
U-1 .4 41 .4
0
Cq 4>�
L0 0
Qw
0
oCL
CL,
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00
q
"�TE CURB
CONCRIi
4. (,-UTTER
4
.4 4 'qd
A
F-6 Ik-
4- JIN:$TALL
695
4 C-Iry or L
lvALU
-6%
..A 1 Eb CA 6M INSTALL 2" DOU13LE
k)(4
4- 4. P-j- L2 Ak., STRAP SERVICE
'4 /SADDLE & CORP BY (-ITY
4
----E- 11 576'2� 1161 STOP. SEE DETAIL
\SDR 7 1 40 LF TYPE K COPPER SHEET C-5
ROCKERY, HEIGHT
\1�7VARIES TO 3' MA
71 z N "N� N I
e1A
INSTA 2" R
ASSEMBLY. SEE
DETAIL SHEET C-5
EXIST. CB (TYPE 1)
RIM EL. 113.01 FT
\N IE 108.91
Z
16 A"
A
YELLOW PLASTIC INDICATOR
TAPE MARKED "ELECTRICAL"
COMPACTED BACKFILL
UNDISTURBED EARTH
SAND BEDDING MATERIAL
SCH 40 PVC OR DIRECT
BURIAL CABLE
ADDITIONAL AS REQUIRED
I SECTION
IBENCH MARK
EL
PK NAIL IN /,CP
I�W R METER
Secondary
Distribution Trench
With Joint Utilities
Fhal Grade
f Conductor
24!' Min.
36' Max
Water/
36" Sewer
127 Min. � �- �i -�a ; 1-0.
Telephone
Natural Gas: Staked or Shaded vvith
backfin every 101 as required to maintain
separation.
JRR ENGINEERING
SCALE: 1 to = 10, -[--
DATE: 05/21/99 Mo/ro Per YP- U � P,- - e- V-1 vv%.-e 14- --; -
DRAWN: JES 16/18/9'a PER CITY REVIEW COMMENTS
CHECKED: RKR No. REVISION
FILE NAME: NICKOLSON/C-lS&W.DWG I DATE PREPARED: MAY 21, 1999
THIS PLAN SHEET IS NOT INTEND D * TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTOF IS DIRECTED TO REVIEW ALL
ARCHITECTURAL, STRUCTURAL, ELE ' CTRICAL, MECHANICAL, AND
THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS.
CONTRACTOR IS CAUTIONED THAT
POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND
UTILITIES AND STRUCTURES EXIST.
PROPOSED SEWER ACCESS POINTS (MANHOLES)
AND WATER LINE ANGLE POINT LOCATIONS
ARE PROVIDED BASED ON AVAILABLE
INFORMATION AND MAY REQUIRE
AINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY
OWNER OF CONFLICTS ENCOUNTERED.
ALL SEWER AND WATER IMPROVEMENTS
SHALL COMPLY WITH CITY OF ED
ONDS DESIGN AND CONSTRUCTION STANDARDS.
UNLESS OTHERWISE INDICATED, Al
SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
SDR 35, WITH RING TITE JOINTS.
WATER SERVICE PIPE SHALL BE COPPER, TYPE K
OR POLYETHYLENE (PE) SDR-7-:)E
3408, AND SHALL CONFORM TO ASTM D2239-81.
PRESSURE REDUCING VALVES MAr
BE REQUIRED TO COMPLY WITH MAXIMUM PRESSURES
ALLOWED BY THE UNIFORM PLUMBING
CODE.
C.O. #11, 6"0
RIM EL. 110.60
IE 105.60
C.O. #2, 6"0
RIM EL. 112.15
IE 109.65
I
6"(T-YP)
(TYP)
01
0
0 0 0
EXIST GROUND
I lur VILVV
RESILIENT SEATED SHUTOFF
TEST COCKS VALVES (2 REO'D)
3- (TYP)
(4 REO-D)
0
J:
2 UNIONS REO'D
PLASTIC OR CEMENT METER BOX
to
--- >77
SIDE VIEW GRAVEL (12 MIN)
1. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH
2. DESIGNED FOR BACK SIPHONAG-- AND BACK PRESSURE.
3. TEXT COCKS TO EITHER FACE OUTWARDS OR UPWARDS FROM ASSEMBLY.
4. ALL TEXT COCKS MUST BE PRCVIDED WITH PVC PLUGS OR EQUAL.
5. THOROUGHLY FLUSH LINES PRIOR TO INTALLATION OF BACKFLOW PREVENTER.
6. THE DCVA CAN BE INSTALLED /BOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES
ARE MET.
7. DO NOT INSTALL IN AN AREA SJBJECT TO FLOODING.
8. MUST BE PROTECTED FROM FR,,EZING CONDITIONS. VED MODEL.
9. THE 13ACKFLOW PREVENTION AS3EMBLY MUST BE A WASHINGTON STATE APPRO
MUST BE TESTED AFTER INSIALLATION AND YEARLY THEREAFTER! BY A WASHINGTON STATE CERTIFIED
BACKFLOW ASSEMBLY TESTER, THE TEST REPORT MUST BE SENT TO THE CITY OF EDMONDS WATER
DIVISION
R E\,'I S 10 N S STANDARD DETAIL_
I: R-MMBLY
(STANDARD D.C.U.'X'AND SMALLER)
I SCALE .�,
DATE 1 /400 DWG NO.
"U90-199u 1 1 1
VIAPIF
ron
i WN
Vt
U00
CITY ENGINEER
SHEET TlTil:
THE NICKOLSON
OFFICE BUILDING
SEWER & WATER
OWNER:
BRUCE NICKOLSON
IMPROVEMENTS
9829 CHERRY ST.
EDMONDS, WA 98020
SHEET
(425) 771-8475
JOB NUMBER:
99-36
ENGINEER:
C - 4
OF
Ronald K. Riach, P.E., d.b.a. JRR Engineering
RKIR
16030 52ND Ave. W.,
Edmonds, WA. 98026
7
APP'D CUENT NO.:
(425) 787-6020, FAX
742-5221
99-36
-SHEETS
NOT TO
2
(FOR FUTURE DEVELOPMENT)
PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE
3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH
HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND
ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE
WRAPPED AROUND PIPE AND 2X4
- LAMPHOLE COVER
TO BE PLACED AT FINISHED GRADE
(SEE STD SEWER CLEANOUT DETAIL)
6" WYE AND 45* BEND
6" LATERAL SEWER LINE
PE- 2% MIN. TO
50% MAX y
RUBBER JOINT BISCUIT PLUG OR
OTHER APPROVED WATERIGHT PLUG
NOTE:
AN INSERTA-TEE SHALL [EBE USED. 22.5* OR
1. WHEN TAPPING INTO EXISTING MAIN
PLACEMENT OF TEE SHA. L DEPEND 45* BEND
ON DEPTH OF SEWER MAIN. AS A
MINIMUM, THE TEE SHALL BE PLACED
AT A 45 DEGREE ANGLE�
2. IF CONNECTING SIDE SEWER TO EXIST
CONCRETE LATERAL, A CONCRETE/PVC ADAPTER
SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS.
I
EDM,ONDS STANDARD DETAIL
TYPICAL SIDE SEWER
FINISHED GRADE
SEAL SAWCUT JOINTS
W/ AR-400OW
TO SCALE
.0 0,19
MENT REPAIR
NOT TO SCALE
TRENCH EDGES MUSI
BE SAW -CUT AND
TACKED PRIOR TO
FINAL TRENCH PATCH
6" MIN DEPI
5/8" CSTC
U- LO
�7_
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cc
wM
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M g
0
C-) 0
LjLj
z
0
REFER TO SPECI 11TIONS
ui
FOR TYPES OF PIP9 CL
(L
E
C) o'09
IP
6" TEE
POSSIBLE
SEWER MAIN
LOCATION
POSSIBLE
SEWER MAIN
LOCATION
WHERE TRENCHING THROUGH
EXISTING ACP IS REQUIRED,
MATCH EXISTING ASPHALT DEPTH
OR 3" MIN., PROVIDE 6"
COMPACTED DEPTH OF CRUSHED
SURFACING TOP COURSE BELOW.
MAX TRENCH PATCH
PAY WI DTH
(SEE TABLE BELOW)
------------------
------------------
------------------
R TO CITY OF EDMONDS MODIFICATION TO THE
)ARD SPECIFICATIONS FOR TYPE AND GRADATION.
TABLE 1: MAX TRENCH PATCH PAY WIDTH
TRENCH DEPTH PAY WI DTH
3" MIN DEPTH CL 'B'
AC TRENCH PATCH
BACKFILL MATERIAL
(SEE NOTE BELOW)
u-se- C_bF wHEN 4��
PIPE- 6-0\JEP- IS LF-5-S
"FH A N
1 '-4p 40"
4'- 10' 60"
10'-20' 72"
DMONDS STANDARD DETAIL
NOT TO SCALE
NOT TO
CLEAN
uj
z
ZI
RESIDENCE
0
CLEANOUT WITH 45* COL:
BENDAND CAP
CLEANOUT (WYE WITH CAP
AND LAMPHOLE COVER)
12"+/-
WATER TIGHT CAP
RISER
4" OR 6" SIDE SEWER
GENERAL CLEANOUT DETAIL
12-
ASPHALT SURFACE
LAMPHOL
12" PV(
SLEEVE
601 RI!
6" WYE AND 45*
AND 1/8 BENC
4" OR 6" SIDE SEWE
CLEAN OUT DETAIL AT PROP
z
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Lu
V)
C-ITY 1MS-FAt_L_F_b
tN5TA
M ER BOX
& LID, 3 PIECE BALL
ANGEL METER VALVE
W/DROP IN
C.I. READER
LID. 8" TOP
SECTION, 10"
BOTTOM SECTION
INSTALL METER BOX
BROOKS 65
4" BEHIND CURB OR
SIDEWALK
FINISHED STREET
:011
CURB GRADE
CHECK VALVE
12"
F3
METER
30" 36"
�Iuvr_r% 2-90' ELBOWS
2" COMPRESSION X
2X2.5 RLPf
ttTft
F.I.P.T. COUPLING
eewfq:E
0
1 (MUELLER CAT. NO. H-15454
OR APPROVED EQUAL)
-2-T
10
COPPER TUBING TYP
INSTALL 15" METER YOKE
CAT.
(MUELLER NO. B2422-2
'ORPORATION STOP
-
2-5r' PE SERVICE ITEM #660-999 OR APPROVED
kWWA INLET x I.P. OUTLET
LINE TO BLDG. EQUAL)
)ONES J-45
METER LAYING LENGTHS:
WATER MAIN
1-1/2" = 13"
2" = 17"
PLUS 1/2" FOR GASKETS
SER VICE SADDLE
DOUBLE STRAP
ROCKWELL TYPE 313
STUB
to
STANDARD 2 WAT
R SERVICE
T TO SCALE
LINE
LAMPHOLE COVER (OLYMPIC FOUNDRY CO
6" RISER MODEL 5931 OR EQUAL
12" PV"-�SLEEVE
PVC CAP NOTE:
SIDE SEWER JOINTS SHALL BE
t GASKETED
TYPICAL C - NOUT UNDER ASPHALT
OR CONCRETE
EDMONDS STANDARD D ETAI L
SEWER CLEANOUT DETAILS
NOT TO SCALE
LIMIT OF PIPE ZOI"f_
IMPORTED MATERIAL
REQUIRED PER
SPECIFICATIONS AND
TYPE OF PIPE
FOUNDATION LEVEI
IPE BASE
Kp
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY
EDMONDS STANDARD DETAIL
PIPE BEDDING
NOT TO SCALE
JRR ENGINEERING
SCALE: AS NOTED
DATE: 05/21/99 &\ 31QYloo c b I= -6 A c K F I L L_ P e E, e- IT Y 6 0 M
DRAWN: JES PEF
, 0TY Revievi eomj-jet,(I-�
CHECKED: RKR No. DATE REVISION
FILE NAME: CURR-/NICKOLSON/C-5 DATE PREPARED: MAY 21, 1999
cn
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0
PIN"
M"
V)
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D
9
to
a
C<L
M
0
T E CH EDGES MUST BE AW-CUT
AND TACKED PRIOR TO FIN %L TRENCH
PATCH
40" MAX. TF ENCH CL "B" ASPHALT TRENCH PATCH
fwef+_f;kA%f..4 vlr%.ri 1 (2" MIN DEPTH -COLLECTOR STREETS)
,,—(3l' MIN DEPTH -MAIN MATERIALS)
MIN
5/8- CSTC
SEE SPECFICATIONS FOR
BACKFILL MATERIALS
GRADATION
SEE SPECIFICATIONS FOR
DOMESTIC SERVICE AND
A.R.V. CONNECTION
DETAILS
45
1/4 PIPE O.D. MIN.
4'w MIN
4. __A
PIPE BASE SHALL BE REQUIRED ONLY
AS DIRECTED BY THE ENGINEER. SEE
SPECIFICATIONS FOR PIPE BASE CIl.ASS 52 DUCTICLE IRON PIPE
MATERIAL GRADATION. UNLESS SPECIFIED OTHERWISE
A� TYPICAI
NOT TO SCALE
SHEET TITLE:
SEWER &
WATER DETAILS
JOB NUMBER:
99-36
5?kR CLIENT NO.:
APP'D
99-36
LINE T�ENCH SECTION U JON
NEM
_`KOLSON OFFICE BUILDING
THE NIC
OWNER: BRUCE NICKOLSON
9829 CHGERRY ST.
EDMONDS, WA 98020
(425) 771- 8475 SHEET
ENGINEER: Ronald K. Riach, P.E., cl.b.a. JRR Engineering C-5
OF
16030 52ND Ave. W., Edmonds, WA. 98026
(425) 787-6020, FAX 742-5221 7
SHEETS
10112,30.2 1", Lei
\7
4 ': d.'
4" MIN. 'd -d
TRENCH
WIDTH
EXISTING OR
/-NEW UTILITY
CEMENT CONC.
CLASS 2000
PIPE
UNDISTURB
EARTH
UTILITY
12" CROSSING
MIN�-
M I
NOTES:
1. CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT WHERE NECESSARY TO
TO PROTECT EXISTING UTILITI�S IN THE EVENT THAT A 6" SEPARATION
CANNOT BE PROVIDED. CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWING
TO ANTICIPATE CONFLICTS AND PROVIDE AND INSTALL CONCRETE ENCASEMENT
WHERE NECESSARY. I
NOT TO SCALE
NOT TO SCALE
2" COMPACTED DEPTH CLASS "B" ACP
4" COMPACTED DEPTH, CRUSHED SURFACING,
TOP COURSE (CSTC)
6" COMPACTED DEPTH GRAVEL BORROW OR EXISTING MATERIAL,
AS DETERMINED BY ON -SITE GEOTECHNICAL ENGINEER.
REMOVE DELETERIOUS MATERIAL AND COMPACT
AS REQUIRED TO ACHIEVE 95% OF MAXIMUM DRY
DENSITY BY ASTM D-1557 (MODIFIED PROCTOR)
,NY.
INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
EXPANSION JOINT DUMMY
JOINT
-4
4
4
4.1
4
14
.4
10, O.C.
5' O.0
5' TO 7'
.. A.
7
COMPACTED NATIVE MATERIAL
UNLESS OTHERWISE SP�CIFIED
BY ENGINEER
FULL DEPTH 1/2' EXPANSION JOINT
MATERIAL
NOTES:
1. CONCRETE
SHALL BE CLASS 3- 300OPSI
2. CONCRETE
SHALL BE BROOM FINISHED
3. SIDEWALK
THICKNESS SHALL BE 5-1/2"
AND 6" THICK AT DRIVEWAYS
4. CURB AND
GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK
5. CONCRETE
SHALL BE SPRAYED WITH CLEAR CURING COMMPOUND
OR SHALL
BE COVERED AND KEPT MOIST FOR 72 HOURS.
EDMONDS STANDARD DETAIL
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
F.
RESIDENTIAL —
10'-0" MIN.
20'-0" MAX.
COMM./INDUSTR.
25'-0" MIN.
35'-0" MAX.
6- VARIES
0.0 M
2- FT./FT. AX-
3
O.01LH_-/_F.T. MAX.
RIGHT-OF-WAY LINE
CEMENT CONCRETE MATCH EXISTING
DRIVEWAY 5" THICK DRIVEWA( GRADE
SECTION A-
K.
WAS
9
01 '9 TSS $
110 sh
EXPIRES: 10-25-2001
NOT TO SCALE
JRR ENGINEERING
RIGHT-OF-WAY LINE
Y
r8
;;,* �pjv
CURB TAPER
0.
SIDEWALK
PLANTING STRIP, IF ANY
NOTES:
1 . A REVERSE SLOPE DRIVEWAY IS SUBJECT TO APPROVAL BY
ENGINEER CONSIDERING NEED FOR AND COMPATIBILITY
OF THIS FEATURE.
2. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY
BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF
THE ACTIVITY SERVED. ALL COMM ERCIAL/IN DUSTRIAL
DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED
MID -WIDTH. SEE SEC. 3.04.
3. A STORM SEWER INLET SHALL BE LOCATED WITHIN 20' BUT
NO CLOSER THAN 10' UPGRADE FROM NEAREST EDGE OF
CURB TAPER.
4. SEE SEC. 3.01.
5. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS.
ROUND TO RECTANGU R OR
REDUCER COUPLER TO CONNECT
TO DOWNSPOUTS.
FINISHED GRADE
SHEET TITLE:
TYPICAL
DETAILS
4"
ADS RISER
LENGTH
AS
REQUIRED
4"
ADS TO 4"
PVC
ADAPTER COU
4"
PVC I
=LING.-
4" PVC PIPE-+—,
NOT TO
GROUT FRAME
TO CATCH BAS
SCALE: AS NOTED
DATE: 05/21/99 JOB NUMBER:
DRAWN: JES 10�18/99 PER CITY REVIEW COMMENTS RKR 99-36
-CHECKED: RKR No. D ATE I REVISION APP'D CLIENT NO.:
FILE NAME: CURR--/NICKOLSON/C-6 DATE PREPARED: MAY 21, 1999 99-36
0
00 LL_
10
01p a
0 uj _j
00 00
Z
uj
V)
M
00 0C.0
C,00 0
0000 0
0 ('0
0 000
0 00
0
OE
GROUT pq
N P LAC E---f 4 MIN
(TYP.)
NOT TO SCALE
BURIED FILT R
FABRIC
BLDG BY OTHERS
"-4" PERF. PVC PIPE WITH MIN. 4"
DEPTH 1 1/2- WASHED ROCK ABOVE
AND BELOW. WRAP W/ FILTER FABRIC.
UNDISTURBED EARTH
FILTER FABRI
/--DUCTILE IRON FRAME
AND SLOTTED GRATE
DEPRESSED X BELOW
ELEV. SHOWN ON PLANS
GRATES SHALL BE MARKED
"DUMP NO WASTE DRAINS
TO STREAM"
— CONCRETE RISER
— CORRUGATED HDPE WITH
,--SMOOTH INTERIOR UNLESS
NOTED OTHERWISE.
PRECAST CONCRETE CATCH
BASIN TYPE I OR TYPE IL
CONCRETE INLET AND TYPE 2
SIMILAR.
FOUNDATION GRAVEL AS REQUIRED
TO PROVIDE ADEQUATE SUPPORT.
UNDISTURBED EARTH.
CATCH BASIN INLET PROTECTION (TYP)
NOT TO SCALE
or �A If -
- I = c; FOR
.. a U!'X81"
ION
?-c z -7 ze 0 0
MIGINEER
THE N CKOLSON OFFICE BUILDING
OWNER: BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
(425) 771— 8475 SHEET
ENGINEER: Ronald K. Riach, P.E., d.b.a. JRR Engineering C-6
16030 52ND Ave. W., Edmonds, WA. 98026 OF
(425) 787-6020, FAX 742-5221 7
SHEETS
A PORTION OF THE
SE 1/4 OF
SEC. 23, TWN. 27 Nt R. �3 E, W.M.
GENERAL NOTES
1 All work and materials shall be in accordance with these Plans and Specifications, City Design
& Construction Standards and Specifications and Washington State Department of
Transportation 1998 Standard Specifications for Road, Bridge, and Municipal Construction - (WSDOT).
2. Prior to any site construction to incluce clearing/logging or grading the site/lot clearing limits
shall be located and field identified.
3. All work within the site and City right-of-way (R.O.W.) shall be subject to the inspection of
the City inspector or a designated re resentative. Prior to any site work, the Contractor shall
contact the Engineering Division at ( 1125) 771-0220 to schedule a pre construction
conference. Field changes (revisions) will require engineered as-builts be supplied prior to
site approval.
4. The temporary erosion/sedimentation cpntrol measures shall be constructed prior to any
grading or extensive land clearing in accordance with the approved temporary
erosion/sedimentation control plan. The Contractor is responsible to satisfactorily maintain
these facilities until construction and andscaping is complete and the potential for on -site
erosion has passed.
5. Trench backfill of new utilities and sto m drainage facilities shall be compacted to the
percentage of maximum density (modfied proctor) as indicated on these plans.
6. Noncompliance with erosion control recuirements, water quality requirements, or clearing
limits may result in violations and/or revocation of project permits, plan approval, and bond
foreclosures.
STORM DRAINAGE NOTES
1. Unless otherwise noted, all storm drainage (SD) pipe shall be corrugated high density
polyethylene pipe (CPEP) with smooth interior. CPEP shall be ADS N-12 or Hancor Hi-q
or equal as approved by the city prior to construction. Where other pipe is indicated, it shall
be concrete pipe (CP) nonreinforced,. M C-14 (24" diameter and larger to be reinforced ASTM
C-76), or corrugated metal pi CMP to be galvanized steel with treatment 1 asphalt
coating or better. All CP and CMP s all have rubber gaskets. Minimum coverage
requirements for pipe shall be per manufacturer's requirements.
2. All pipe shall be placed on stable eart I h, or if the existing foundation is unsatisfactory, the
Contractor shall over excavate and ba I ckfill with a gravel material as necessary to support the
pipe.
3. Pipe backfill shall be placed equally on
I both sides of the pipe or pipe -arch in layers with a
loose average depth of 6", maximu depth 8", thoroughly tamping each layer. These
compacted layers must extend for one diameter on each side of the pipe or to the side of the
trench. Materials to complete the filli over pipe shall. be as shown on the plans and indicated
in these and the referenced specifications.
4. All grates (inlet and catch basin) shall be depressed 0.1 feet below pavement level.
5. All catch basins shall conform to WSDOT Standard Type 1. unless otherwise noted.
6. The Contractor shall be responsib,le for adju*sting all manhole, inlet, and catch basin frames
and grates just prior to pouring of c, rbs and paving.
7. All catch basins with a depth over 5.0 feet to the flow line shall be a Type 2 CB.
8. All catch basins shall h1ave lock%ig lids.
9. Standard ladder steps shall be provide in all catch basins/manholes exceeding 5 feet in depth.
10. Catch basins shall have standard cast iron frame and grates and shall be Olympic Foundry or
approved equal.
11. All storm drain work must be staked for line and grade prior to starting construction.
12. Storm drainage stub outs shall be marked with a 2x4 and labeled "STORM." Locations
of these installations shall be placed on the Record Drawings and submitted to the City.
13. Storm water retention/detention facilities, storm drainage pipe and catch basins shall be
flushed and cleaned prior to City of Edmonds acceptance.
14. Prior to any site work pertaining to di I "inage, the Contractor shall contact the City of Edmonds
to schedule an inspection.
15. The drainage system shall be installed in accordance with the approved plan.
16. One set of approved drainage plans shall be on -site at all times for drainage inspection.
17. No part of the drainage system shall be covered, concealed, or put into use until it has been
tested, inspected, and accepted by t e City.
18. Stencil storm drain grates with 'I DUMP NO WASTE, DRAINS TO STREAM".
SITE GRADING AND T.E.S.C.P. �OTES
1 . All site work must comply to Appendix 33 of the Uniform Building Code. (1997 edition).
1
2. The Temporary Erosion and Sedimenta�,un Control System shall be installed and inspected
by the Public Works Inspector prior to all other construction.
3. If cut and fill slopes exceed a maximum of two feet horizontal to one foot vertical, a rock or
concrete retaining wall may be required. All rock retaining walls greater than four (4) feet
in height are to follow City specifications and to be designed and certified by a Civil Engineer
experienced in soils mechanics. 1
4. As construction progresses and seasonal conditions dictate, the erosion control facilities shall
be maintained and/or altered as req ired by the City Engineer to ensure continuing
erosion/sedimentation control.
5. Temporary siltation ponds and all temporary siltation controls shall be maintained in a
satisfactory condition until such time that clearing and/or construction is completed,
permanent drainage facilities are operational, and the potential for erosion has passed.
6. All disturbed land areas shall be stabiized as required by the City of Edmonds.
See sheet C-2
7. Where possible, natural vegetation will be maintained for silt control.
8. Stockpiles are to be located in safe areas and adequately protected by temporary seeding and
mulching. HYDROSEED preferred. I
9. The public ROW shall be kept clean.
in work stoppage.
ITracking of mud and/or debris from the site will result
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
1. INSTALLATION: The area of the entrance should be cleared of all vegetation, roots, and
other objectionable 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.
2. AGGREGATE: 4" to 6" crushed rock, quarry spall.
3. ENTRANCE DIMENSIONS: The aggregate layer must be at least 6 inches thick. It
must extend the full width of the vehicular ingress and egress area. The length of the entrance
must be at least 20 feet.
4. WASHING: If conditions on the site are such that most of the mud is not removed from
vehicle tires by contact with the 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 rock may also be used to make washing more convenient and
effective.
5. 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 perliodic top dressing
with 2-inch stone, as conditions demand, and repair and/or cleaning 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.
HYDROSEEDING GENERAL NOTES
1. CONSTRUCTION ACCEPTANCE: Will be subject to a well established ground cover which fulfills
the requirement of the approved construction plans and these specifications.
2. All seeded areas shall be protected from trespass and trampling by erecting temporary fences,
barriers, signs, and the like as required. Do not work in, over, or adjacent to seeded areas
without proper protection and safeguards. Seeded areas shall be kept moist until well -
established, and showing a vigorous, uniform stand of gross.
3. All disturbed surfaces within the site, or affected R.O.W., not otherwise covered by buildings,
asphalt, gravel, concrete, mulch, or other plant material/landscape items as indicated on Plans
shall be hydroseeded.
Hydroseeding shall be in accordance with these plans and requirements of the City of
Edmonds. Install seed, fertilizer, and mulch for hydroseed mix at the following
application rates:
Seed: 4 pounds per thousand square feet.
Fertilizer: 12 pounds per thousand square feet.
Mulch: 60 pounds per thousand square feet.
Jute or excelsior matting shall be placed on all regraded slopes steeper than 2 1/2:1.
regardless of whether slope is seeded or planted.
4. PREPARATION OF SURFACE: All areas to be seeded shall be cultivated to the
satisfaction of the City Inspector. This may be accomplished by discing, raking, harrowing
or other acceptable means.
EXCAVA,i"10.11, GRADING, AND FILL
1. Excavation, fill, and grading shall conform to the 1998 WSDOT Standard SpecilcoUlons,
UBC Appendix 33, 1997 edition, and City requirements. Work shall proceed
to the finished surfaces at the elevations and contours shown on the drawings.
2. Approximate locations of existing utilities have been obtained from available records and are
shown for convenience. The Contractor shall be responsible for verification of locations and
to avoid damage to any additional utilities not shown. If conflicts with existing utilities arise
during construction, the Contractor shall notify the Engineer and any changes required shall
be approved by the Engineer prior to commencement of related construction on the project.
3. Materials excavated in areas requiring cut grading may be used as fill if they meet the
requirements for fill material outlined below. No boulders, concrete or asphalt chunks greater
than 4" in its largest dimension may be used. Such material shall be disposed of off -site.
4. After clearing & grubbing is complete, the ground surface shall be prepared as fcllows:
a. All areas to be surfaced with pavement, concrete, walks or steps, and building slabs shall
have the top 12" of existing soils stripped and recompacted to at least 95% of the
maximum density determined by ASTM D-1557 (Modified Proctor).
b. Prior to recompaction of the stripped material all areas shall be proof rolled in the
presence of the geotechnical engineer of the Owner's choice. Any areas deemed
unsuitable by the geotechnical engineer shall be overexcavated and replaced with
compacted fill material at an agreed unit price based on truck measure of replacement
fill.
5. Imported fill shall be free -draining granular material without organics, and shall conform to
WSDOT Section 9-03.10 for Gravel Base, 9-03.14 for Gravel Borrow, or alternate material
approved by the Engineer in writing prior to its use. Fill shall have no more than 5% passing
the, #200 sieve.
6. Submit samples of proposed fill material for testing for the determination of the optimum
moisture - density relationship per ASTM D-1557 (Modified Proctor), pHor to any filling or
overexcavation and replacement.
7. Place fill in 10" thick maximum lifts (loose) and compact to 95% of the maximum dry density
per ASTM D-1557 (Modified Proctor).
8. Compact all fill using suitable compaction equipment.
9. Add moisture to the soils or scarify to dry soils as necessary to achieve specified compaction.
10. Contractor is responsible for soil and compaction testing in conformance with these
specifications.
11. Soils may also be tested by Owner.
12. Contractor shall strip and re -compact all soils not meeting specified compaction at no
additional cost to Owner.
13. For placement of ballast, gravel base, and/or crushed surfacing beneath Asphalt
Concrete Paving (ACP), refer to the typical pavement section sheet C-6.
MAINTENANCE OF SILTATION BARRIERS
I
1. Siltation Barriers shall be inspected immediately after each rainfall and at least daily during
prolonged rainfall. Close attention shall be paid to the repair of damaged bales, end runs and
undercuttingl beneath bales. Necessary repairs to barriers or replacement of bales shall be
accomplished promptly. Sediment deposits should be removed after each rainfall. They must
be removed1when the level of deposition reaches approximately one-half the height of the
barrier. Any sediment deposits remaining in place after the straw bale barrier is no longer
required sho 11 be dressed to conform to the existing grade, prepared and seeded.
ASPHALT CO�CRETE PAVING
1. Materials and, workmanship shall conform to the 1998 WSDOT Standard Specifications.
Contractor should possess and be familiar with these Standard Specifications.
2. Paving work shall consist of new Asphalt Concrete Pavement (ACP) as shown on the
approved drawings.
3. All edges of existing ACP shall be sawcut to provide for neat joints with new asphalt or other
surfaces where new grades meet existing. Removed asphalt chunks shall be disposed of off
site in an approved manner, or broken into pieces with 4" maximum dimension and compacted
within the fill greater than 6" below subgrade.
4. Class "B" As halt Concrete Pavement shall be furnished and placed in conformance with the
materials, methods and tolerances of the WSDOT Standard Specifications Sections 5-04.1
through 5-04.3(21 . Final compacted depth of asphalt concrete pavement shall be a minimum of
2" or as shown on the approved plans.
PAVEMENT MARKINGS
1. Point stripinc I shall be accomplished as indicated on the approved plans and details.
2. Unless other7ise noted, painted stripes shall be 4" in width.
3. Striping point shall be as listed in these specifications, or one of the following or an equal
approved in I advance by the Owner.
Sherwin -Will ams Pro -Mar Traffic Marking Paint White 829 W 1
i Yellow B29 Y 2
OR Preserva I tive Traffic Point
OR Norton/Morris
Application hall be in accordance with manufacturer's directions.
4. Paint stripes! for handicapped stalls shall conform with the current city and state barrier free
code provisions and the City of Edmonds requirements.
WATER DISIRIBUTION
1. All materialsishall be new and undamaged. Unless otherwise approved by the Engineer, the
some manufacturer of each item shall be used throughout the work. Contractors shall furnish
a watertightl plug of the appropriate size which shall be installed in the end of the water main
anytime work is delayed or stopped.
2. All-weter-miain-distribution-piping-shajILbe--ductile-iron-pipe,cement-4ined,standard--tb-takness- No VJATF--P-
Z _1a -ss- - 5 d-sholt_=nform to the Stari-d- ds of USA-Standard--A-21-.51-(AVT'i�iA-"C'-I-!51), and
-rHis PRO'Tic-r,
be installed in accordancqL.-witft--the-manuac"' i ini ic ess
sholl-be-irf=:acuo--r.ddiFce--*w'- ith- USA -Sta ndo rd -A2-1-. -G-1 04).r
3-.2, No connection to the existing mains will be allowed except by means of an approved
backflow prevention device prior to satisfactory flushing, testing, disinfection, and receipt of
satisfactory bacteriological test results.
"O�
-4-.3, Taps on ex ting mains will be made by the _hGi4V_4nspertionr-
5; q, All work and materials must conform to City of Edmonds Standards.
-&.51 The City of Pdmonds Utility Inspector must be notified at least
24 hours prior to commencing construction.
-7-G The Owner a r the Owner's authorized agent shall notify Utilities of a person who can be
contacted regarding problems during construction on a 24 hour basis.
SANITARY SEWER NOTESA
1. Sanitary sewer pipe to be PVC conforming with ASTM D-3034, SDR 35. Pipe bedding
shall compl I with City of Edmonds requirements.
Z' Adi-manholes,-sholl-have-a-.ia-feet--drop-between-4nver-t-4rr-and-4nvert-out-unless:�t-qo s5MH 1-141S l"r_0.TF_CT,
etherwise-speeified-.
-All- m an h a lee-sholl-have-iocking=rovers.-- 7�-
4:2, Side sewer I ocations to be verified in the field prior to construction.
-All-new-n ioll-conform-to-eity-of-Edmonds , re uirements-.
6-.,3. All side sewers shall be capped with a water�ight plug and shall be marked for location
with a 2"x 4" board, painted white, marked sewer" and noting the depth of the stub.
I
10 gouge locator wire is required on all plastic pipe.
-7-.,1. All testing a I d connec ions to existing mains shall be done in the presence of a
representati e from the City of Edmonds.
.&5. Sewers shall be pressure tested per City of Edmonds requirements.
Tests will be at a minimum of : psi for 15 minutes.
9/. - 4he-eentreetler--shalHnstaii,---at--a3I Ito Innectione-to-existing-downstream--menholes,---Otms X-
tG-pr-eyent4efeign-debri n-entering-existing--systemr--J-he-plug--eha"main-4n-
-pleGe-unti"naHnspection-and-after-the-debilts-is-pumped-from-the--structu, e.
+9-.6. All sewer pipe shall be placed on stable earth. Where the existing foundation
is unsatisfactory it shall be excavated below grade and backfilled as required by
%J
the City of Edmonds. Sewer bedding shall be placed to proper grade and shall
provide unyielding continuous support for the pipe.
Z000
, Fw_
JRR ENGINEERING
4 9 SCALE: AS NOTED
18 TS f �6
'-tOIXAL 271, DATE: 05/21/99
DRAWN: JES
EXPIRES: 10-25- CHECKED: RKR
to_X9;_Z00\ I FILE NAME: CURR,-,/NICKOLSON/C-7
SHEET TITLE:
SPECIFICATIONS
I JOB NUMBER:
Wishm ?r:-?, CrrY -P�vievi comrirur.5 P_ I<e 99-36
No. DATE REVISION APPD WENT NO.:
I DATE PREPARED: MAY 21, 1999 99-36
0.. 1 "' CM ENGINEER— --
THE NICXOLSON OFFICE BUILDING
OWNER: BRUCE NICKOLSON
.9829 CHGERRY ST.
EDMONDS, WA 98020
(425) 771- 8475 SHEET
ENGINEER: Ronald K. Riach, P.E., d.b.a. JRR Engineering C-7
16030 52ND Ave. W., Edmonds, WA. 98026 OF
(425) 787-6020, FAX 742-5221 7
SHEETS
ON OF SEC. 23, TWN. 27 N., R. 3 E-2 W.M. FIRE HYDRANT--\.,\ GENERAL NOTES:
A PORTI WATER VALVE-\,
...... ..... THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL
DRAINAGE SYSTEM INFORMATION ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND
THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS.
CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING
UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH
BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION
AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY
EXIST. SS C.O. OWNER OF CONFLICTS ENCOUNTERED. DETENTION SYSTEM, CATCH
STA. 5+21.9 BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS
RIM EL. 110.23 SHALL COMPLY WITH CITY OF EDMONDS DESIGN AND CONSTRUCTION
S IE 103-63
STANDARDS.
C CH BASIN #1 (TYPE 1) CATCH BASIN #3 (TYPE 2)
AT
RIM EL. 110.50 RIM EL. 111.60
W IE 106.99, 8" CPEP W IE 107.51, 24" CMP
E IE 106.99, 8- CPEP E IE 108.71, 6" PVC
30' (11 /2 ROW) EL. 110.35
CATCH BASIN #2 (TYPE 2) CONNECT DOWNSPOUTS &
BEGIN ALLEY GUTTER RIM EL. 110.44 FOOTING DRAINS AS REQUIRED. SCALE: 1 1 Of 8"0 cMP
RISER
MATCH EXISTING GRAbE.-----\ S IE 107.22, 24" CMP
REMOVABLE WATERTIGHT
E IE 107.22, 24" CMP EXISTING ROCKERY COUPLING OR FLANGE- 6"0 (NOM.)
TO REMAIN -4-MATCH EXISTING GRAD�, EL. 116.981
I ELBOW
JNZ�IMLL 'rr 1_* I
ALLEY GUTTER, SEE ORIFICE
U) /-EXISTING UTILITY POLE T REMAIN I.E. 108.55
DETAIL ON THIS
130.00, 4
. �y 4
SHEET. DIRECT 1 .0 /-NEW SIDEWALK
RUNOFF TO EXIST. 89-52'01" 1 :.4.
kz 41'.
CB 47' . .<4 .
_7T_ 7
.4
A LING & 1 4
4 C 0 Upi
TRASH ENCLOSURE 4 3/4RX1" REDUCER
6" MAX]
GATO,, VALVE
EXIST. CB TYPE 1) 1.4 E
14 4 / .1
RIM EL. 1006- 8 L 3/4'- TYPE 4 RESTRICTOR PLATE
4.
k COPr
.09 g ER FROM A W/ 1.56"0 ORtME-
RAISE TO 110 0) 9FI _D§C`A-ff__'
4 EXIS�TING METER SHARP -EDGED
SW IE 108.26 6" CP (n SLAB IRRIGATIO 42.
4
N IE 108.26 6" SP DIED CONCRETE LCURB FF EL. 112.19 SHOP DRILLED
EX U S�ST'EIM - '0 4.
NW IE 108-56, 6" SP SEE 1, / ..
RAISE FRAME & GRATE SHT. C- 5 BE DESI(NED 4 4 4o- 44
BY OTHE'S
N_
41
4
INSTALL (1) 4" RISER SECT. or E�- ELBOW RESTRICTCIR
'14 LF )'q)
I I A M, A
EXIST. CB (TYPE 1) FU r - I // ) NSTAL DOUBL 4 i : . NOT TO SCALE
FT 8.5' _'HEC� VAUVE EXISTING 5/8X3/4 4.,
RIM EL. 109.68 > TYP T<1 . ,
SE IE 108.48 ASSEN U� PER CIT� 4. WATER METER TO RqMAIN
0 OF EE M NDS AS LANDSCAPE METjj
To
0
0, STAN D D ET/ I I
OVERFLOW ELEV. TO
BENCH MARK a_-
0 LO 0 cn INSTALL NEW DRIV PROVIDE DETENTION F
0" MIN.
ELEVATION = 110.06 (f) +4+H r 14' WIDE THROAT �14 W AND OIL SEPARATION 1'
ELEV. = 110.35
PK NAIL IN ACP iv Ri: . 0'. 1
14% CENTERED ON FRONTAGE Z'
5% 0 B#3 27 LF 6"PVC zr 4
IL S=.005 wl- ON SHEET C-6. F -OW PIPE SUPPORTS:
4
N 0 w 3"x.090 GAGE
V) 1 0 21' LINE EL. APPROX. 117.7- 4z A
CB#2 %p1 - BOLTED OR IMBEDDED
N�o 57 LF 24 CMP_ M OF PROPERTY. SEE DETAIL>
> S=2% MIN.
go 12 LF TRENCH
00 Ly's c-be wt4FN Rrk PI F 5 1 -F 2" IN WALL AT MAX.
A f DRAIN SEE DETAIL
ND ".. J Tl� Fr COU6 '0 3' SPACING, MINIMUM
I.A�VC L 5 114A 0 'FE THIS SHEET. 0
LLE-f \ r
04 4>� OF TWO SUPPORTS
C'4 UMR ui C)
04 ELBOW RESTRICTOR
Q2
STA 3+35-0. IE 102.3 L. 10.19 0
Lo E 00 SEE DETAIL ABOVE.
4
INSTALL 6" TAP ON SEWER (n
MAIN PER CITY OF EDMONDS 4<1"
8"0 CMP
CONCR.TE CURB 14
4 w
TYPICAL SIDE SEWER DETAIL. 4 S=0.005
SEE SHT. C-5.------\ A B 4 GU 'ER
EXIST. CB (TYPE
1)
RIM EL. 109.12
NE IE 107 72 6"
'8"
C
=.00!
S IE 106.60
CP
W IE 106.96, 8"
CMP
00
EXIST. CB (TYPE
1)
RIM EL. 109-91
N IE 106 81, 8::
CP
S IE 106:81, 8
CP
E IE 106.91, 6"
CP
ALUMINUM ROD, ld2" ROUND STOCK
HANDLE TO BE 1 , MAX. FROM
RIM WITH GATE DOWN.
,/--SQUARE INSPECTION COVER
MARKED "STORM"
WITH LOCKING BOLTS,
UNLESS OTHERWISE
APPROVED BY CITY.
. C. . .4
MAX. W.S. 110.3�_
20 3" 112-19
1 4..
S C i 0 PVC -P.O.C. 4 4 V
C14
04 �1 LF 6"Opw 11LEV. 107.05
S= <
9 .4 '�EE SHT. 1, 1 011 04
,_7VC - C V-) '.4 4
11 LF 6"0
.042
1. - . -
ilbOMPLETE SEV� ER & WATER
9 T '14'M 4 <A 'INFORMATION INSTALL 2 DOUBLE
4 2 RAY c)
:4 4 D"."'GATE X
"P STRAP SERVICE z
A- V t
4
44-.' -E
14 --LANDIU.9- LL. 115-15' 116 RESTRI"IOR PLATE
RAM *1 1444��
SADDLE & CORP
8LF 2.1 LANDING J.. 40 LF 2"0 TYPE K COPPER STOP. SEE DETAIL w// .81'0 ORIFICE
g=.CM al CMP PE, SDR 7 -CANDING 87 4 SHEET C-5 SHARP EDGED
CB#1 ro-/ L5
00 00 1,30.00'
.0" \90' 9*5210001 E ROCKERY, HEIGHT BENCH MARK! SHOP DRILLED
2 ELEVATION =1 118.17 Fr.
BEI`- D 7VARIES TO 3' MAX
71 PK NAIL IN 4CP
IN 1\1b
11,3 x I CONTROL STR CTURE
LL 2" METER
I N STA MATCH EXISTING GRAD , EL. 118.10i
4'X6' OIL/WATER ASSEMBLY. SEE NOT TO SCALE
SEPARATOR, SEE SHT C-3 DETAIL SHEET C-5
15"0 D�ETENTIO,
t�!�
SD FOR PUD PROPERTY WATER METER
CZ N F (PuVIS-t� j>IdSCt4,A1?.1rmE IS 'TO
FIELb IN ALLEY.
SSMH �LAI�IINU)
STA. 0+00 1
RIM EL 114.35
N. IE. 100.,00
2f - Of'
lha- o.05 Ff-/FT'
0.05 FT./FT. A
1>
>
t>
t>
T71
1>
tj'
NOTES:
1. FOR INTEGRAL POUR CONSTRUCTION1, 1/4" EDGED GROOVE MAY
REPLACE EXPANSION JOINT AT INT RFACE BETWEEN THE CURB
AND ADJACENT DRIVEWAY.
2. AT CATCH BASIN PROVIDE 1 FOOT WIDTH OF SECTION SHOWN
ON ALL SIDES.
CEMENT CONCRETE ALLEY G
NOT TO SCALE i
CLEANOUT SHEAR GATE
(PER WSDOT STD. B-3)
EXIST. CB (TYPE 1) 1 V I
EXIST. CB (TYPE 1) RIM EL. 113.01 FT 60' ROW
R'IM EL. 112.37 FT
W IE 108.37 W IE 108.91
UTILITY VAULT COMPANY, MODEL # 660-SA SEPARATOR
9. 6" 9.6" W/ 660-ST TOP SECTION AND 660-SB VAULT
W1 (2) 12- 660-LA RISERS & SLOPED LID
TO MATCH PROPOSED FINISH GRADE.
GRADING & DRAINAGE PLAN A A C 0
. . . . . . . n.q. .
SCALE: 1 " = 1 Of
JOIN
CEMENT CONCRETE PAVEMENT
DRIVEWAY, SEE PLAN.
R=1
NEW PAVEMENT -
DEPTH PER PLAN.
NOT TO SCALE
100
5" R-1 * 511
5.2" TOP 111.3 SEE PLAN FOR INLET LOCATION
3.9" SEE CONTROL
39.37" ISO- STRUCTURE DETAIL
SHEET THIS
8" CMP, IE. 107.05 I.E. 107.05 IZ"O
ACO DRAIN =--m-K 100 2 H FiNbRICATOP, TO CALV- Ar-*rF-(Z Fh6RIC46rTION,
-w 11
OILMATER 1EIEPARATOR DETAIL
4" PVC
Outlet L_ _j H Dimension K100-1 = 5.9" NOT TO SCALE -^R
K100-2 = 7.9" Apr
K100-3 = 9.8"
3.5-
COW
ACO POLYMER PRODUCTS INC. rc
TRENCH DRA N, 800/543-4764 TOLL -FREE
NOT TO SCALE
CRY ENGINE5K
JRR ENGINEERING
SHEET TITLE: THE NICKOLSON OFFICE BUILDING
GRADING & OWNER: BRUCE NICKOLSON
DRAINAGE PLAN 9829 CHERRY ST.
lq\ C-0WP0U_[-:D DEASITV r-ILL r-OR<7-' COVER EDMONDS, WA 98020
SCALE: 1 1 Of /2K 3&A0 1>e5hLjr, rtutsio-A (425) 771-8475 SHEET
JOB NUMBER:
DATE: 05/21/99 316,100 99-36 ENGINEER: Ronald K. Riach, P.E., d.b.a. JRR Engineering C - 3
DRAWN: JES 10/18/99 PER CITY REVIEW COMMENTS RKR WENT NO.: 16030 52ND Ave. W., Edmonds, WA. 98026 OF
DATE REVISION APP'D -5221 7
D, CHECKED: RKR No. 99-36 (425) 787-6020, FAX 742 SHEETS
FILE NAME: NICK,-/C-3DRAIN.DWG DATE PREPARED: MAY 21, 1999
EXIST. SS C.O.
STA. 5 + 21.9
RIM EL. 110.2"'
S IE 103.63
TRASH ENCLOSURE
EXIST. C13 (TYPE 1)
T
RIM EL. 109,76---
SW IE 108.26, 6" C P
N IE 108.26 , 6",SP
NW 1E 108,56, 6' SP-,----'
EXIST. C13 (TYPE 1)-
[RIM EL. 109.68
SE IE 108.48
BENCH MARK
ELEVATION = 110.06
0 ,
PK NAIL IN ACP
11
I
STA 3+35.0. IE 102.3± L0
INSTALL 6" TAP ON SEWER
MAIN PER CITY OF EDMONDS
TYPICAL SIDE SEWER DETAIL.
SEE SHT. C-5.
0
EXIST. CB (-rYPE 1)
RIM EL. 109.12
NE IE 107.72, 6" CP
S IE 106.90, 8" CP
0
W
^ Is
EXIST. C13 (TYPE 1)
RIM EL. 109-91
N IE 106 ' 81 8" CP
S IE 106.81: 8:: CP
E IE 106,91, 6 CP
A PORTION OF SEC. 23, TWN. 27 N-2 R. 3 E.2 W.M.
130.00'
Tit- N 89052'0.1 E
R7L
.4-
4 -A 1 4 4 4 z
4 4 4 :-1
.4
L 1.4
NSFORNER & VAU-T PER SLAB
U REQUIREMENTS. INSTALL FF EL. 112.19
U DS SHOWN (6 TOTAL)
1 LF 3"0
�SCH 0 P"d 8.5'
TYP
TAL)
S
F 112
P P0
.Rt
SED
U PARIK I N G ; W
to 0 0\
V) (n E.
BLDG A B
'I -v .5% 1
I
q)
<\ Aco
/A�
0
@
OQ\
LOBBY
FF EL. 112.19
C.
LF 6-0
2 I:L 3 OV
V
P
P C
0 P
LF 6-0
Ir - I
.4 4 2.0"-` GATE. P 141 .1412 2--
4
4- R
�14
VALV
r
EILF 2.0"0 LANDING
PE, SDR 7 I-A-RDING/EL. I I j. 11 130. 87 LF 2"0 PE
�0' ,
2 89*52 00' E
B D
15"0
- -EF-E1JTIQ-N-0-P-E--------
S D FOR PUD PROPERTY
SSMH ( XISTING)
STA. 0 + 0
RIM EL 114.35
N. I E. 1
FINISHED GRADE
0
01
X� COMPACTED BACKFILL
C14 �>
X� <
x EARTH
UNDISTURB D
49'
USE SPECI�L CARE IN PLACING BACKFILL
TO THIS POINT TO MINIMIZE ROCK/PIPE CONTACT.
. . . . . . . . . INSTALL COPPER WIRE WITH PIPE IF
FUTURE LOCATING IS DESIRED.
I
OLYETHYLENE (PE), PVC OR COPPER PIPE.
PIPE MATE�IAL AND SIZE AS REQUIRED TO
To COMPLY1 W/ CODE. PE & PVC PIPE MUST
NOT BE IN�TALLED UNDER ANY STRUCTURE
OR MOBIL HOME TO COMPLY W1 UPC -
EXIST. C8 (P(PE 1)
RIM EL. 112.37 FT
W IE 108.37
f-lkllf�tAffr% JMDAnC'
YELLOW PLASTIC INDICATOR
TAPE MARKED "ELECTRICAL"
COMPACTED BACKFILL
UNDISTURBED EARTH
SAND BEDDING MATERIAL
SCH 40 PVC OR DIRECT
BURIAL CABLE
ADDITIONAL AS REQUIRED
30' (1/2 ROW)
FIRE HYDRANT
TER VALVE --\-
� 1
Ij I . 11/-EXISTING UTILITY POLE TO REMAIN
SCALE: 1 "= 10'
.14 4
3/0-X I REDUCER
4 ..
LING & 1
4 COU. A
GATI�� VALVE
14, 4 8 L95 3/4" TYPE
C A P
[A-NDSCAP-E
4
COPO ER FROM
4
T '0 N
IRRIGATION
EXISTING METER
C)
4.
4
T
S SYSTEM TO
4
BE DESIGNED
A: q 4
4
i
44
HER
BY OTHERS
LLN
2
L
NSTAL DOUBLE
' C
O'HECK VALVE
EXISTING 5/8X3/4
TO
IREMAIN
4..
�'S _ M CIT
NSSEM LY PER CIT�
WATER METER
DF EDMbNDS
AS LANDSCAPE METER
-- 14%
co
6%
4. 4x4 4 4 -2
4 -P-A- kip 1:
..- ." -4
El 11 11R
D
.4
z*
477�
4" 4'
57<'.
4
Ld
Lij
.1
4
v
-04
4>�
Ui C)
Q
0
DO
.4.
4<4.
U CONATE CURB
4.
.4
& GUTTiER
14
r I "i
�4,
.4 '1 -4
.4
lNsTAu- Ibr>L, DE-TSCTI�
4
ro 4 VALVF-. Ar!!ZF-MP,4,y cirV or
-P 0 1 rx in E7� trs.
EbMW Fc
INSTAL
L 2" DOUBLE
TAX CZTPAP 4Z;7PVlrF'
- ROCKERY, HEIGHT��
\-177.g RIES TO 3' MA
.1-N Nb
INSTALL 2- 4�ER--�,-
ASSEMBLY. SEE
DETAIL SHEET C-5
EXIST. C8 (TYPE 1)
RIM EL, 113.01 FT
W IE '108.91
A
4 SADDLE & CORP
A 13Y C, I TY
40 [F-2'0- TYPE COP STOP. SEE DETAIL
.. 4 ER SHEET C-5
WATER METER
Secondary
Distribution Trench
With Joint UU11ties
Final Grade
B&CM Conductor
24'Min.
36"Max
Water I
36" Sewer
127 Min.
Ca ble
Telephone
Natural Gas: Staked or Shaded with
backfil every 1V as required to maintain
separatior.
JRR ENGINEERING
IBENCH MARK
ELEVATION = 118.17 FT.
PK NAIL IN ACP
W
SCALE: 1 10, 1
5/ V01 1� V'P-U�ee� 4_-Oe-,V-Uewx��
DATE: 05/21/99 Mo/
izi DRAWN: JES 11�1/18/991 PER C11Y REVIEW COMMENTS
I
17 CHECKED: RKR No. DATE REVISION --
F" E NAME: NICKOLSON/C- 1 S&W.DWG 1 1 DATE PREPARED: MAY 21, 1999
THIS PLAN SHEET IS NOT INTEND D'TO SHOW ALL ITEMS TO BE
CONSTRUCTED. THE CONTRACTO IS DIRECTED TO REVIEW ALL
ARCHITECTURAL, STRUCTURAL, EL CTRICAL, MECHANICAL, AND
THE FOLLOWING CIVIL SHEETS FO ADDITIONAL CONSTRUCTION ITEMS.
�1
CONTRACTOR IS CAUTIONED THAT
POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND
UTILITIES AND STRUCTURES EXIST,
PROPOSED SEWER ACCESS POINTS (MANHOLES)
AND WATER LINE ANGLE POINT LOCATIONS
ARE PROVIDED BASED ON AVAILABLE
INFORMATION AND MAY REQUIRE
AINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY
OWNER OF CONFLICTS ENCOUNT
ED. ALL SEWER AND WATER IMPROVEMENTS
SHALL COMPLY WITH CITY OF ED
JONDS DESIGN AND CONSTRUCTION STANDARDS.
UNLESS OTHERWISE INDICATED, A-L
SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
SDR 35, WITH RING TITE JOINTS.
WATER SERVICE PIPE SHALL BE COPPER, TYPE K
OR POLYETHYLENE (PE) SDR-7-3E
3408, AND SHALL CONFORM TO ASTM D2239-81.
PRESSURE REDUCING VALVES MA'
BE REQUIRED TO COMPLY WITH MAXIMUM PRESSURES
ALLOWED BY THE UNIFORM PLUM31NG
CODE.
C.O. #1, 6"0
RIM EL. 110.60
IE 105.60
C.O. #2, 6"0
RIM EL. 112.15
IE 109.65
6"(TYP)
3" (TYP)
D 0 0
EXIST GROUND
All-
LINIMNINTA
TEST CqCKS RESILIENT SEATED SHUTOFF
VALVES (2 REQ-D)
3- (TYP)
(4 REO D)
U0
0
2 UNIONS REQ'D
PLASTIC OR CEMENT METER BOX
PL
I I A-/
SIDE VIEW GRAVEL (12" MIN)
I . APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND.
2. DESIGNED FOR BACK SIPHONAG--- AND BACK PRESSURE.
3. TEXT COCKS TO EITHER FACE OUTWARDS OR UPWARDS FROM ASSEMBLY.
4. ALL TEXT COCKS MUST BE PRC VIDED WITH PVC PLUGS OR EQUAL. '
5. THOROUGHLY FLUSH LINES PRIOR TO INTALLATION OF BACKFLOW PREVENTER.
6. THE DCVA CAN BE INSTALLED I BOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES
ARE MET.
7. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING.
8. MUST BE PROTECTED FROM FREEZING CONDITIONS.
9. THE BACKFLOW PREVENTION AS3EMBLY MUST BE A WASHINGTON STATE APPROVED MODEL.
MUST BE TESTED AFTER INSIALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED
BACKFLOW ASSEMBLY TESTER THE TEST REPORT MUST BE SENT TO THE C17Y OF EDMONDS WATER
DIVISION
.0MION.D.S.:
RE\JISIONS STANDARD DETAIL
RESIDENTIAL DOUBLE CHECK ASSEMBLY
(STANDARD D.C.V.A. 2" AND SMALLER)
DATE SCALE NO.
1a90-199V - J/ 1 I/WW I " Ivi.
U00
-7
CrrY ENGINEER
SHEET TITLE:
THE NCKOLSON
OFFICE BUILDING
SEWER & WATER
IMPROVEMENTS
OWNER:
BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
SHEET
C - 4
OF
7
- SHEETS
(425) 771-8475
JOB NUMBER:
99-36
ENGINEER:
Ronald K. Rlach, P.E., d.b.a. JRR Engineering
16030 52ND Ave. W., Edmonds, WA. 98026
(425) 787-6020, FAX 742-5221
RKR
APP'D
CUENT NO.:
99-36
NOT TO SCALE
z
RUBBER JOINT BISCUIT P
OTHER APPROVED WATER7
(FOR FUTURE DEVELOPMENT)
PLACE 20 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE
3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH
HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND
ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE
WRAPPED AROUND PIPE AND 2X4
- LAMPHOLE COVER
TO BE PLACED AT FINISHED GRADE
(SEE STD SEWER CLEANOUT DETAIL)
6" WYE AND 45* BEND
6" LATERAL SEWER LINE
S PE- 2% MIN. TO
50% MAX
OR
PLUG
NOTE:
AN INSERTA-TEE SHALL BE USED. 2-2.5
1. WHEN TAPPING INTO EXISTING MAIN
* OR
PLACEMENT OF TEE SHA-L DEPEND 45* BEND
ON DEPTH OF SEWER MAIN. AS A
MINIMUM, THE TEE SHALL BE PLACED
AT A 45 DEGREE ANGLEJ
2. IF CONNECTING SIDE SEWER TO EXIST
CONCRETE LATERAL, A CONCRETE/PVC ADAPTER
SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS.
FINISHED GRADE
SEAL SAWCUT JOINTS
W/ AR-400OW
I
EDMONDS STANDARD DETAIL
NOT TO SCALE
MENT REPA
NOT Td SCALE
TRENCH EDGES MUS1
BE SAW -CUT AND I
TACKED PRIOR TOI
FINAL TRENCH PATCH
6" MIN DEPI
5/8" CSTC:
LO
U-
y cn
(n
z
<M Lu
an
-p W:2
0
cn CL :2
C-)
z
r14
REFER TO SPECIFICA
,TIONS
Lu
FOR TYPES OF PIP� q:
IrF
RESIDENCE
6" TEE
CLEANOUT WITH 45*
POSSIBLE NDAND CAP
SEWER MAIN
LOCATION
NOT TO EXCEED 100' BETWEEN
CLEAN OUTS
CLEANOUT (WYE WITH CAP
AND LAMPHOLE COVER)
SEWER MAIN
LOCATION
POSSIBLE 12-+/-
WATER TIGHT CAP
RISER
WHERE TRENCHING THROUGH
EXISTING ACP IS REQUIRED,
MATCH EXISTING ASPHALT DEPTH
OR 3- MIN., PROVIDE 6"
COMPACTED DEPTH OF CRUSHED
SURFACING TOP COURSE BELOW.
MAX TRENCH PATCH
PAY WI DTH
(SEE TABLE BELOW)
--------------- --
------------------
------------------
NOTE:
REFER TO CITY OF EDMONDS MODIFICATION TO THE
STANDARD SPECIFICATIONS FOR TYPE AND GRADATION.
ElI
TABLE 1: MAX TRENCH PATCH PAY WIDTH
TRENCH DEPTH PAY WIDTH
3" MIN DEPTH CL 'B'
AC TRENCH PATCH
BACKFILL MATERIAL
(SEE NOTE BELOW)
4/,A\
U�se C-:t>F WHEN
E_ C-O\j E P, 5-S
-T-H A H
1 *-4* 40"
4'- 10' 60"
10'-20' 72"
DMONDS STANDARD DETAIL
NOT TO SCALE
4" OR 6" SIDE SEWER
GENERAL CLEANOUT DETAIL
12-
ASPHALT SURFACE
z
M
�7_
CL
0
CL
LAMPHOL
12" PV(
SLEEVE
6" Rl�
6" WYE, �ND 45*
AND 8 BENE
4" OR 6" SIDE SEWE
CLEAN OUT DETAIL AT PROP
z
uj
cn
LAMPHOLE COVER (OLYMPIC FOUNDRY CO
MODEL 5931 OR EQUAL
6" RISER 12" P , 'VC SLEEVE
NOTE:
PVC Cel-'p
SIDE SEWER JOINTS
GASKEI'ED
TYPICAL C_ NOUT UNDE,i� ASPHALT
OR CONCRETE
EDMONDS STANDARD D ETAI L
NOT TO
LIMIT OF PIPE ZOt"-
IMPORTED MATERIAL
REQUIRED PER
SPECIFICATIONS ANC
TYPE OF PIPE
FOUNDATION LEVEI
E BASE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY
EDMOND1r__3 STANDARD DETAIL
PIPE BEDDING
NOT TO SCALE
JRR ENGINEERING
STUB
LINE
SHALL BE
SCALE: AS NOTED I
DATE: 05/21/99 Cbr- BNCKFILL PeP_ 61TV 6OM'
DRAWN: JES _PF_K CITY RFV(FtAj e0Mj-jr_j1,(
CHECKED: RKR No. DATE REVISION
-
FILE NAME: CURR-/NICKOLSON/C-5 DATE PREPARED: MAY 21, 1999
QTY 1jtS-j-ALLF_b
C_ ITY
JN5T
(METER BOX)& LID, 3 PIECE B
W/DROP IN C.I. READER
LID. 8" TOP SECTION, 10"
BOTTOM SECTION
BROOKS65
12?'
CHECK VALVE
METER
-2-T COPPER TUBING
--"'OYINSTALL 15" METER YOKE
gieo (MUELLER CAT. NO. B2422-2
2-So PE SERVICE ITEM �660-999 OR APPROVED
LINE TO BLDG. EQUAL)
METER LAYING LENGTHS:
1- 1 /2" = 13"
2" = 17"
PLUS 1/2- FOR GASKETS
STANDARD 2
NOT TO SCALE
TRENCH EDGES MUST BE
AND TACKED PRIOR TO F1
PATCH
40" MAX.
z
uj
V)
(n
H
Z
ui
>0
0 LO
CD
z
0
0
ANGEL METER VALVE
INSTALL METER BOX
4" BEHIND CURB OR
SIDEWALK
FINISHED STREET
I -,--CURB GRADE
119
30" - 36" 2 90* ELBOWS
COVER
2" COMPRESSION X
F.I.P.T. COUPLING
(MUELLER CAT. NO. H-15454
7 OR APPROVED EQUAL)
- 10
RATION STOP
INLET x I.P. OUTLET
J-45
WATER MAIN
SERVICE SADDLE
DOUBLE STRAP
ROCKWELL TYPE 313
-CUT
TRENCH
H
CL "B" ASPHALT TRENCH PATCH
MIN DEPTH -COLLECTOR STREETS)
(2
/.--(3- MIN DEPTH -MAIN MATERIALS)
MIN
5/8- CSTC
SEE SPECFICATIONS FOR
BACKFILL MATERIALS
GRADATION
SEE SPECIFICATIONS FOR
DOMESTIC SERVICE AND
A.R.V. CONNECTION
DETAILS
45
_T7 1/4 PIPE O.D. MIN.
4' MIN
L. ... 2' " - " '. .. . , * A
PIPE BASE SHALL BE REQUIRED ONLY
AS DIRECTED BY THE ENGINEER. SEE CIASS 52 DUCTICLE IRON PIPE
SPECIFICATIONS FOR PIPE BASE
MATERIAL GRADATION. U�LESS SPECIFIED OTHERWISE
EDMONDS STANDARD DETAIL
&TYPICAL WATER LINE TRENCH SE
NOT TO SCALE
SHEET TITILE:
SEWER &
WATER DETAILS
THE Nl('.%,OKOLSON
OWNER:
OFFICE BUILDING
BRUCE NICKOLSON
9829 CHGERRY ST.
EDMONDS, WA 98020
(425) 771- 8475
JOB NUMBER:
99-36
SHEET
C-5
OF
7
SHEETS
ENGINEER:
Ronald K. Riach, P.E., d.b.a. JRR Engineering
16030 52ND Ave. W., Edmonds, WA. 98026
(425) 787-6020, FAX 742-5221
APP'D
CUENT NO.:
99-36
UTIL11Y
112"1 � CROSSING
EXISTING OR
TY
NEW UTILITY
3" MIN.
CLEARANCE
Z CEMENT CONC.
CLASS 2000
d
4" MIN PIPE
UNDISTURBED—/""X
TRENC H EARTH 12*0
WIDTH MIN.
1\
NOTES:
1 CONTRACTOR SHALL PROVIDEJ CONCRETE PIPE ENCASEMENT WHERE NECESSARY TO
TO PROTECT EXISTING UTILITIES IN THE EVENT THAT A 6" SEPARATION
CANNOT BE PROVIDED. CONTMCTOR SHALL BECOME FAMILIAR WITH THE DRAWING
TO ANTICIPATE CONFLICTS AID PROVIDE AND INSTALL CONCRETE ENCASEMENT
WHERE NECESSARY.
NOT TO SCALE
NOT TO SCALE
2" COMPACTED DEPTH CLASS "B" ACP
4" COMPACTED DEPTH, CRUSHED SURFACING,
TOP COURSE (CSTC)
6" COMPACTED DEPTH GRAVEL BORROW OR EXISTING MATERIAL,
AS DETERMINED BY ON —SITE GEOTECHNICAL ENGINEER.
REMOVE DELETERIOUS MATERIAL AND COMPACT
AS REQUIRED TO ACHIEVE 957. OF MAXIMUM DRY
DENSITY BY ASTM D-1557 (MODIFIED PROCTOR)
RIGHT—OF—WAY LINE
RIGHT—OF—WAY LINE
\-- NOVIEUXIMME
CRETE DRIVEWAY 5" THICK
NOT TO SCALE
7 k 6' 00f-P,
5'�-0'1 I 15L0pF_,
— SIDEWALK
PLANTING STRIP, IF ANY.
RIGHT-OF-WAY LINE
INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
//—DUM�
—EXPANSION JOINT AY JOINT
A
-4 4 At
4" V
.,Ad
4 4. .4 '40.
'A
.4:
4 4
4
4.
.4 4 4.
A
A .,A 444 .4.
A -4 4 4
4 . J. .,. . <�
. A .
4 -.4
10, O.C. 5, O.0
5' TO 7'
-----2%
A
A 4. V UT
A
.4 A TT
VA
4,
.4
4
A
V4
X7
COMPACTED NATIVE MATERIAL
UNLESS OTHERWISE SPECIFIED
BY ENGINEER
FULL DEPTH 1/2- EXPANSION JOINT MATERIAL
NOTES:
1.
CONCRETE
SHALL BE CLASS 3— 300OPSI
2.
CONCRETE
SHALL BE BROOM FINISHED
3.
SIDEWALK THICKNESS SHALL BE 5-1/2"
AND 6" THICK AT DRIVEWAYS
4.
CURB AND
GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK
5.
CONCRETE
SHALL BE SPRAYED WITH CLEAR CURING COMMPOUND
OR SHALL
BE COVERED AND KEPT MOIST FOR 72 HOURS.
EDMONDS` STANDARD DETAIL
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
RESIDENTIAL -
10'-0" MIN.
20'-0" MAX.
COMM./INDUSTR.
25'-0" MIN.
35'-0" MAX.
6" VARIES VARIES
CEMENT CONCRETE
DRIVEWAY 5" THICK
RIGHT-OF-WAY LINE
-.od-
L.02 FT.LFT. _MAX.
)3 FT./F.T. MAX.3
MATCH EXISTING
DRIVEWA'( GRADE
SECTION Az
K.
WA 8,�,
'71 S T
-tONAL Sh
F-EXPIRES: 10-25-2001
NOT TO SCALE
JRR ENGINEERING
SCALE: AS NOTED
DATE: 05/21/99
DRAWN: JES _jL1
CHECKED: RKR No.
FILE NANE: CURR—/NICKOLSON/C-6
7�y
w w
CURB TAPER
0.
SIDEWALK
PLANTING STRIP, IF ANY
NOTES:
1 . A REVERSE SLOPE DRIVEWAY IS SUBJECT TO APPROVAL BY
ENGINEER CONSIDERING NEED FOR AND COMPATIBILITY
OF THIS FEATURE.
2. COMM ERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 35' MAY
BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF
THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL
DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED
MID -WIDTH. SEE SEC. 3.04.
3. A STORM SEWER INLET SHALL BE LOCATED WITHIN 20' BUT
NO CLOSER THAN 10' UPGRADE FROM NEAREST EDGE OF
CURB TAPER.
4. SEE SEC. 3.01.
5. SEE SEC. 4.01 FOR SURFACING REQUIREMENTS.
—00
�18/99 PER CITY REVIEW COMMENTS
ATE REVISION
DATE PREPARED: MAY 21, 1999
mm
ROUND TO RECTANGUIAR OR
REDUCER COUPLER TO CONNEC
TO DOWNSPOUTS.
FINISHED GRADE
4"
ADS
RISER
LENGTH
AS
REQUIRED
u
CIO
4"
ADS
TO 4"
PVC
uj _j
ADAPTER
COUPLING.
w-j'_
u_ U-
4"
PVC
WYE —
�d Z
uj 0
V)
4"
PVC
PIPE
0
00 000
oftk-'O.
000
0 00
0 OG C,
0 0 0
00 E
NOT TO
GROUT FRAME
TO CATCH BASIN
V) - -
GROUT P�
>< N PLACE
SHEET TITLE:
TYPICAL
DETAILS
JOB NUMBER:
99-36
CLIENT NO.:
99-36
NOTTO SCALE
BURIED FIU
FABRIC
NOT TO SCALE
BLDG BY OTHERS
"-4" PERF. PVC PIPE WITH MIN. 4"
DEPTH 1 1/2- WASHED ROCK ABOVE
AND BELOW. WRAP W/ FILTER FABRIC.
UNDISTURBED EARTH
FILTER FABRI
'DUCTILE IRON FRAME
AND SLOTTED GRATE
DEPRESSED .1' BELOW
ELEV. SHOWN ON PLANS
GRATES SHALL BE MARKED
"DUMP NO WASTE DRAINS
TO STREAM"
CONCRETE RISER
CORRUGATED HDPE WITH
SMOOTH INTERIOR UNLESS
NOTED OTHERWISE.
PRECAST CONCRETE CATCH
BASIN TYPE I OR TYPE IL
CONCRETE INLET AND TYPE 2
SIMILAR.
FOUNDATION GRAVEL AS REQUIRED
TO PROVIDE ADEQUATE SUPPORT.
UNDISTURBED EARTH.
Er FOR
TION
.4 M.
ENGINEF.R
THE NICKOLSON OFFICE BUILDING
OWNER: BRUCE NICKOLSON
9829 CHERRY ST.
EDMONDS, WA 98020
(425) 771— 8475 SHEET
ENGINEER: Ronald K. Riach, P.E., d.b.a. JRR Engineering C-6
16030 52ND Ave. W., Edmonds, WA. 98026 OF
(425) 787-6020, FAX 742-5221 7
SHEETS
A PORTION OF THE
SE 1/4 OF
SEC. 23, TWN. 27 N2 Ro
3 E2 W.M9
GENERAL NOTES
1 All work and materials shall be in acc?r�ance with these Plans and Specifications, City Design
& Construction Standards and Specifi tions and Washington State Department of
Transportation 1998 Standard Specific tions for Road, Bridge, and Municipal Construction - (WSDOT).
2. Prior to any site construction to include clearing/logging or grading the site/lot clearing limits
shall be located and field identified.
3. All work within the site and City right of -way (R.O.W.). shall be subject to the inspection of
the City inspect or a designated re resentative. Prior to any site work, the Contractor shall
contact the Eng?inreering Division at ( 25) 771-0220 to schedule a pre construction
conference. Field changes (revisions will require engineered as-builts be supplied prior to
site approval.
4. The temporary erosion/sedimentation cpntrol measures shall be constructed prior to any
grading or extensive land clearing in accordance with the approved temporary
erosion/sedimentation control plan. The Contractor is i responsible to satisfactorily maintain
these facilities until construction and landscaping is complete and the potential for on -site
erosion has passed.
5. Trench backfill of new utilities and sto m drainage facilities shall be compacted to the
percentage of maximum density (modi I fied proctor) as, indicated on these plans.
6. Noncompliance with erosion control/reauirements, water quality requirements, or clearing
limits may result in violations and or revocation of project permits, plan approval, and bond
foreclosures. I
STORM DRAINAGE NOTES
Unless otherwise noted, all storm drairlage (SD) pipe shall be corrugated high density
polyethylene pipe (CPEP) with smooth I interior. CPEP shall be ADS N-1 2 or Hancor Hi-q
or equal as approved by the city prior to construction. Where other pipe is indicated, it shall
be concrete pipe (CP) nonreinforced, ASTM C-14 (24" diameter and larger to be reinforced ASTM
I (CMP). CMP to be galvanized steel with treatment 1 asphalt
C-76), or corrugated metal pipeMP
coating or better. All CP and C sl�iall have rubber gaskets. Minimum coverage
requirements for pipe shall be per m9nufacturer's requirements.
2. All pipe shall be placed on stable eart I , or if the existing foundation is unsatisfactory, the
Contractor shall over excavate and backfill with a gravel material as necessary to support the
pipe.
3. Pipe backfill shall be placed equally on both sides of the pipe or pipe -arch in layers with a
loose average depth of 6", maximum depth 8", thoroughly tamping each layer. These
compacted layers must extend for one diameter on each side of the pipe or to the side of the
trench. Materials to complete the fill, over pipe shall be as shown on the plans and indicated
in these and the referenced specifica ). ions.
4. All grates (inlet and catch basin) shall, be depressed 0.1 feet below pavement level.
5. All catch basins shall conform to WSD I T Standard Type 1, unless otherwise noted.
6. The Contractor shall be responsible for- adjusting all manhole, inlet, and catch basin frames
and grates just prior to pouring of cirbs and paving.
7. All catch basins with a depth over 5.0 feet to the flow line shall be a Type 2 CB.
8. All catch basins shall have locking lids..
9. Standard ladder steps shall be provide n a ca ch basins/manholes exceedlig 5 feet in depth.
10. Catch basins shall have standard cast iron frame and grates and shall be Olympic Foundry or
approved equal.
11. All storm drain work must be staked for line and grade p6or to starting construction.
12. Storm drainage stub outs shall be ma ked with a .2x4 and labeled "STORM." Locations
of these installations shall be placed on the Record Drawings and submitted to the City.
13. Storm water retention/detention facilities, storm drainage pipe and catch basins shall be
flushed and cleaned prior to City of Edmonds acceptance.
14. Prior to any site work pertaining to clLinage, the Contractor shall contact the City of Edmonds
to schedule an inspection.
15. The drainage system shall be installed in accordance with the approved plan.
16. One set of approved drainage plans s all be on -site at all times for drainage inspection.
17. No part of the drainage system shall be covered, concealed, or put into use until it has been
tested, inspected, and accepted by t e City.
18. Stencil storm drain grates with "DUMP NO WASTE, DRAINS TO STREAM".
SITE GRADING AND T.E.S.C.P. �OTES
1 All site work must comply to Appendix 33 of the Uniform Building Code. (1997 edition).
1
2. The Temporary Erosion and Sedimentation Control System shall be installed and inspected
by the Public Works Inspector prior t6 all other construction.
3. If cut and fill slopes exceed a maxim[im of two feet horizontal to one foot vertical, a rock or
I
concrete retaining wall may be required. All rock retaining walls greater than four (4) feet
in height are to follow City specifications and to be designed and certified by a Civil Engineer
experiienced in soils mechanics.
4. As construction progresses and seasogal conditions dictate, the erosion control facilities shall
be maintained and/or altered as required by the City Engineer to ensure continuing
erosion/sedimentation control. 1
5. Temporary siltation ponds and all temporary siltation controls shall be maintained in a
satisfactory condition until such time that clearing and/or construction is completed,
permanent drainage facilities are operational, and the potential for erosion has passed.
6. All disturbed land areas shall be stabi ized as required by the City of Edmonds.
See sheet C-2
7. Where possible, natural vegetation will be maintained for silt control.
8. Stockpiles are to be located in safe areas and adequately protected by temporary seeding and
mulching. HYDROSEED preferred.
9. The public ROW shall be kept clean. Tracking of mud and/or debris from the site will result
in work stoppage.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
1. INSTALLATION: The area of the entrance should be cleared of all vegetation, roots, and
other objectionable 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.
2. AGGREGATE: 4" to 6" crushed rock, quarry spoll.
3. ENTRANCE DIMENSIONS: The aggregate layer must be at least 6 inches thick. It
must extend the full width of the vehicular ingress and egress area. The length of the entrance
must be at least 20 feet.
4. WASHING: If conditions on the site are such that most of the mud is not removed from
vehicle tires by contact with the 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 rock may also be used to make washing more convenient and
effective.
5. 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 cleaning 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.
HYDROSEEDING GENERAL NOTES
1. CONSTRUCTION ACCEPTANCE: Will be subject to a well established ground cover which fulfills
the requirement of the approved construction plans and these specifications.
2. All seeded areas shall be protected from trespass and trampling by erecting temporary fences,
barriers, signs, and the like as required. Do not work in, over, or adjacent -to seeded areas
without proper protection and safeguards. Seeded areas shall be kept moist until well -
established, and showing a vigorous, uniform stand of gross.
3. All disturbed surfaces within the site, or affected R.O.W., not otherwise covered by buildings,
asphalt, gravel, concrete, mulch, or other plant mate ria I/la ndsca pe items as indicated on Plans
shall be hydroseeded.
Hydroseeding shall be in accordance with these plans and requirements of the City of
Edmonds. Install seed, fertilizer, and mulch for hydroseed mix at the following
application rates:
Seed: 4 pounds per thousand square feet.
Fertilizer: 12 pounds per thousand square feet.
Mulch: 60 pounds per thousand square feet.
Jute or excelsior matting shall be placed on all regraded slopes steeper than 2 1/2:1,
regardless of whether slope is seeded or planted.
4. PREPARATION OF SURFACE: All areas to be seeded shall be cultivated to the
satisfaction of the City Inspector. This may be accomplished by discing, rc!",ing, harrowing
or other acceptable means.
EXCAVATION, GRADING, AND FILL
1 Excavation, fill, and grading shall conform to the 1998 WSDOT Standard Specifications,
UBC Appendix 33, 1997 edition, and City requirements. Work shall proceed
to the finished surfaces at the elevations and contours shown on the drawings.
2. Approximate locations of existing utilities have been obtained from available records -and are
shown for convenience. The Contractor shall be responsible for verification of locations and
to avoid damage to any additional utilities not shown. If conflicts with existing utilities arise
during construction, the Contractor shall notify the Engineer and any changes required shall
be approved by the Engineer prior to commencement of related construction on the project.
3. Materials excavated in areas requiring cut grading may be used as fill if they meet the
requirements for fill material outlined below. No boulders, concrete or aspbjIt chunks greater
than 4" in its largest dimension may be used. Such material shall be disposed of off -site.
4. After clearing & grubbing is complete, the ground surface shall be prepared as follows:
a. All areas to be surfaced with pavement, concrete, walks or steps, and building slabs shall
have the top 12" of existing soils stripped and recompacted to at least 95% of the
maximum density determined by ASTM D-1557 (Modified Proctor).
b. Prior to recompaction of the stripped material all areas shall be proof rolled in the
presence of the geotechnical engineer of the Owner's choice. Any areas deemed
unsuitable by the geotechnical engineer shall be overexcavated and replaced with
compacted fill material at an agreed unit price based on truck measure of replacement
f ill.
5. Imported fill shall be free -draining granular material without organics, and shall cc)nform to
WSDOT Section 9-03.10 for Gravel Base, 9-03.14 for Gravel Borrow, or c1ternaie material
approved by the Engineer in writing prior to its use. Fill shall have no MDre than 5% passing
the #200 sieve.
6. Submit samples of proposed fill material for testing for the determination of the optimum
moisture - density relationship per ASTM D-1557 (Modified Proctor), prior to any filling or
overexcavation and replacement.
7. Place fill in 10" thick maximum lifts (loose) and compact to 95% of the maximum dry density
per ASTM D-1557 (Modified Proctor).
8. Compact all fill using suitable compaction equipment.
9. Add moisture to the soils or scarify to dry soils as necessary to achieve specified compaction.
10. Contractor is responsible for soil and compaction testing in conformance with these
specif ications.
11. Soils may also be tested by Owner.
12. Contractor shall strip and re -compact all soils not meeting specified compaction at no
additional cost to Owner.
13. For placement of ballast, gravel base, and/or crushed surfacing beneath Asphalt
Concrete Paving (ACP), refer to the typical pavement section sheet C-6.
K.
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$1 a 1 9 '(0 1 Mi/I �7/5 9
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EXPIRES: 10-25-1999
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MAINTENANCE OF SILTATION BARRIERS
I
1. Siltation Barriers snail be inspected immediately after each rainfall and at least daily during
prolonged rainfall. Close attention shall be paid to the repair of damaged bales, end runs and
undercuttingl beneath bales. Necessary repairs to barriers or replacement of bales shall be
accomplished promptly. Sediment deposits should be removed after each rainfall. They must
be removed1when the level of deposition reaches approximately one-half the height of the
border. Any sediment deposits remaining in place after the straw bale barrier is no longer
required shall be dressed to conform to the existing grade, prepared and seeded.
ASPHALT CO CRETE PAVING
1. Materials and workmanship shall conform to the 1998 WSDOT Standard Specifications.
Contractor s I hould possess and be familiar with these Standard Specifications.
2. Paving work shall consist of new Asphalt Concrete Pavement (ACP) as shown on the
approved drawings.
3. All edges of �existing ACP shall be sawcut to provide for neat joints with new asphalt or other
surfaces where new grades meet existing. Removed asphalt chunks shall be disposed of off
site in an a I pproved manner, or broken into pieces with 4 of maximum dimension and compacted
within the fi I I greater than 6" below subgrade.
4. Class -'B" Asphalt Concrete Pavement shall be furnished and placed in conformance with the
materials, methods and tolerances of the WSDOT Standard Specifications Sections 5-04.1
through 504.3(21�- Final compacted depth of asphalt concrete pavement shall be a minimum of
2" oras sh I own on the approved plans.
PAVEMENT MARKINGS
1. Paint striping I shall be accomplished as indicated on the approved plans and details.
1
2. Unless otherwise noted, pointed stripes shall be 4" in width.
1
3. Strilping paint shall be as listed in these specifications, or one of the following or an equal
approved in I advance by the Owner.
Sherwin-Williams Pro -Mar Traffic Marking Point White 829 W 1
Yellow B29 Y 2
OR Preserva�ive Traffic Point
OR Norton/Morris
I
Application shall be in accordance with manufacturer's directions.
4. Point stripesl for handicapped stalls shall conform with the current city and state barrier free
code provisions and the City of Edmonds requirements.
WATER DIST IBUTION
1. All materials shall be new and undamaged. Unless otherwise approved by the Engineer, the
some manufacturer of each item shall be used throughout the work. Conti -actors shall furnish
a watertightl plug of the appropriate size which shall be installed in the end of the water main
anytime wo is delayed or stopped.
-2r----4lIweter-ma n-dis - i u ion -piping -shall - be-d uctile-- iron- pipe,-cement-4ined,stc.ndo rd-t h-tiekness- NO VJATF-P-
CI6`s`s52_,0 cl-shafL�_ of®rm to the Standards of-USA-Standard-A-21-.51-(AAfWA7�-151), and
be installed in accordanq% -1 11 TH 1,5 p p-o j
--wit"- he-monufactUi�o mmendations. Cement lining thickness
s WI-be-i cub-f-difffi-c -with-USA-Standard-A21-. :7(AWWAP"- 04),
3-.2, No connection to the existing mains will be allowed except by means of an approved
backflow pr vention device prior to satisfactory flushing, testing, disinfection, and receipt of
satisfactory bacteriological test results.
-4-3, Taps on exi ting mains will be made by the otor__wAh_G!ty-4nspeGtion.,-
5; q, All work and mate-rials must conform to City of Edmonds Standards.
f) -. 5, The City of Edmonds Utility Inspector must be notified at least
24 hours pi�ior to commencing construction.
-7-.6 The Owner a r the Owner's authorized agent shall notify Utilities of a person who can be
contacted r garding problems during construction on a 24 hour basis.
SANITARY SEWER NOTES A
1. Sanitary sew I er pipe to be PVC conforming with ASTM D-3034, SDR 35. Pipe bedding
shall compl�, with City of Edmonds requirements.
1 ,Z. Ad [-man holes-sholl-have-a--.40400t-d rop-between-4nyert-in--and-4nvert-out-u n I eseNt-qo e,:sMH -r(4,s �ro.TSCT,
otherwise--sp,eeified-.
-All-manholes -shall-have -Iocking��.
Side sewer I I ocations to be verified in the field prior to construction.
-All-new-mart I holes-shalf-conform-to--eity of -E mords-requirements-.9
6-.,3. All side sewers shall be capped with a watertight plug and shall be marked for location
with a 2"x 4" board, pointed white, marked "sewer" and noting the depth of the stub.
I
10 gauge locator wire is required on all plastic pipe.
-7-.1. All testing and connections to existing mains shall be done in the presence of a
representative from the City of Edmonds.
�8,.'5- Sewers shall� be pressure tested per City of Edmonds requirements'.
Tests will be at a minimum of fd�- psi for 15 minutes.
I '.tiv
4+ve--eentr-eet-or--shelHnstallr-at--alF-eonnections-to-existing-downstreem--munhoieu, plugs
tG-pr-event-for-eign-debria-4f-em-enter-ing-existing-systemv--T-he-plug-ehal4-rem,eiF,r4fi.-
-plaGe-until-f4*naHnspection-and-after-Ahe-debris-is-pumped-from-the--structuie.
I
44.(o. All sewer pipe shall be placed on stable earth. Where the existing foundation
is, unsatisfactory it shall be excavated below grade and backfilled as required by
the City of dmonds. Sewer bedding shall be placed to proper grade and shall
provide unyielding continuous support for the pipe.
JRR ENGINEERING
SCALE: AS NOTED
DATE: 05/21/99
DRAWN: JES
CHECKED: RKR
FILE NAME: CURRr-/NICKOLSON/C-7
±I /1\ I011'VJ11I Y0�, CITY
No. d DATE
I DATE PREPARED:
VIG,w -r-or"t-Ir
RE\/ISION
MAY 21, 19 9 9
SHEET TlnE:
SPECIFICATIONS
JOB NUMBER:
99-36
APP'D WENT NO.:
99-36
THE NI
OWNER:
ENGINEER:
FOR
TION
A A
7 -7,000
Ui
C" ENGINEER
0-
0.
,KOLSON OFFICE BUILDING
BRUCE NICKOLSON
9829 CHGERRY ST.
EDMONDS, WA 98020
(425) 771- 8475
SHEET
C-7
Ronald K. Riach, P.E., d.b.a. JRR Engineering
16030 52ND Ave. W., Edmonds, WA. 98026
OF
(425) 787-6020, FAX 742-5221
7
SHEETS
/-70 1-z�
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