21020 70TH AVE W STREET FILE.PDF5521
21020 70TH AVE W
6
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE): A5
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: Z00-mg,", b DETERMINATION: []Conditional Waiver El Study Required PfWaiver
DISCRETIONARY PERMIT 1400--6z-G�
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:_
PERMITS (OTHER):.
PLANNING DATA CHECKLIST DATEIJ----
SCALED PLOT PLAN DATED:
SEWER LID FEE &—
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)Y: - b-79 �'
G EOTECH REPORT DATEDJ
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DATED:
LID #:
LOT: BLOCK:
LATEMP\DSrs\Foffns\Strcet File ChecklisLdoc
421,jo
PLANNING DATA
-- Sign5 --
0 STR
Name: --V-C ate: 6
Site Address: Plan Check ff: BLD-201- -9/ss—
Project Description:
Reduced Site Plan Provided: NO) Zoning:
Comprehensive Plan Designation: �� J (OC)e')o
Map Page: Corner Lot: (YES CN�0) Flag Lot: NO)
ADB File # (or date waived):
TOTAL Area ppr Type of
Matrix
Allowed
TOTAL sign
Type of Sign
Allowed in
conditions
area per
Unit
area
Proposed
zone?
met?
unit
allowed for
sign area
this sign
Ex,3MPle
Wall wlinternal
1110711ildtlOn
Yes; with
condItIons
Yes
I sq. ILIAneal
It. attached
41 ft. attached
wall
41 square feet
20 squane feet
wall
Sign ff I
Sign #2
Sign #3
TOTAL Sign Area for TenanVSMe
Max Permitted: Previous Total: Proposed Total:
Sign Height
Sign Type: Max Permitted: Actual Height:
Sign Type: Max Permitted: Actual Height:
Sign Type: Max Permitted: Actual Height:
Sign bghtlng
Sign Type: Proposed: Allowed in Zone:
Sign Type: Proposed: Allowed in Zone:
PLANNING DATA
-- Signs --
Sign Colors
Proposed:
Acceptable?
Requires ADB Approval?
v-12�j 1* -e_
..-Sign ion
Iocat
if freestanding and 3-feet or over (unless a fence) meets setbacks?
RequineO Setbacks
Street:
Side:
I Side:
Rear:
Actual Setbacks
Street:
Side:
e:
Rear:
fibi Freestanding Signs
Size:
Location:
Critical Areas Determination ff:
11 Study Required
[9-Vaiver
67 — J.D-L
Other
4
Plan Review By:
Ecao STREET FILE
200006080479
.06/08/2000 04:00 PM Snohomish 0 r
MXCISF TAX
-P,.. 00.04 RECORDED County N
Wh en ordedreturnto:
....rec
J61N 0
.'.-AMES- A% F8LDMAN
42-* 1 1:�'009"StJS.W.,4206 County Tfeuufff
008 DARVII, WhOMISO
df-W-A 9803.6.-*.".- D ANTINI
B y —8-0 13
EASEMENT
THI§-AGRE'EMF-$4T, made in the City of Edmonds, State of Washington, the day of
0 by WILLIAM HEDIN JR and JOYCE HEDIN, husband and
wife, owners of de piope6* 2 P-020 V Street West, Edmonds, Washington, party of the first part,
and GENE WILLIAM §HEPMkDLaid t*.VELYN SHEPPARD, husband and wife, residing in King
County, Washingtoti,,,he.r'q�oafter".called' the party of the second part
67*q --�-c)
WHEREAS the paqy*.6f-1he'--first'pjart represents and warrants that they own and have fee
simple title to that certain r'c'$** ropp -0ardel ofyeal estate located in the City of Edmonds, County
. p .. .4),
of Snohomish, State of Washiqgfon--inore-�qg-i�iilqr-ly bounded and described as 21020 70' Avenue
West, Edmonds, Washington, fe� "es'. b
�4y--4. cri.. ed-*as
Parcel A-2 The we I st 104 00jcit of the easi-26"U0 feet of Lot 2, Block 6, Seattle
Heights Division No 4, as per plat recqrdi5a in..Voltime 9 of Plats, page 11, records
of Snohomish County, Washington,
EXCEPT that portion of the east 209 06 . 'fiet of-Ae north half of said Lot 2, lying
within the west half of said Lot 2, . ..........
ALSO, the West 104 00 feet of the east 208 00 ieet-4 L.at: 1, Block 6, Seattle Heights
Division No 4,
EXCEPT the north 110.00 feet of said Lot I Sitiiate -*in Snohomish County,
I%
Washington,
EXCEPT the north 10 89 feet of the west 84 05 feet'.. o f s"'. d...L , ot
ai. t-, Situate in
Snohomish County, Washington
Parcel C The east 104 00 feet of that portion of Lot 1, Bloq.k 6,8-6��le ljg� hts
.9
Division No 4, as per plat recorded in Volume 9 of Plats on paV'j.l-;'fying--s�outh of
the north I 10 00 feet thereof,
ALSO, the east 104 00 feet of Lot 2 in said Block 6
Page I of 4
SUBJECT to an easement for installation and maintenance of a storm water retention
*stern drain over the north 10 00 feet thereof,
..-PARCELS A-2 AND C COMBINED PURSUANT TO LOT LINE ADJUSTMENT
Tb� eaAt 20.900. feet of Lots I and 2, Block 6, Seattle Heights Division No 4, as per
J�lat.tli 6�4rc, c ' o rded in Volume 9 of Plats on page 11, records of Snohomish County,
.... .. lwashin�
SX.CEP-'rthe
..,,no -.-I 10.00 feet thereof, and
EXCEP - �.th�i perii on of the north half of said Lot 2, lying within the west half of
said Lo §hQhomish County, Washington,
SUBJECT th 4 psemo�t..f�� in%tallation and maintenance of the existing storm
water detenti6q sysi�m �lrfiin ow6r the north 10 00 feet of the east 114 00 feet thereof
I ......... '.. ..
The system is alsoAged..by'the-pa.rty of the first part and costs of maintenance and
repair is to be shairpd.e4.ually b6lh parties
WHEREAS, the party'vf ffie-iecojid pm! d�Mres to use portions of said property for purposes
of a storm water detention syste4and-Ilie " of the first part is agreeable to allow for said system
- . ... party
to remain, and the party of the sec'64d- ' . hd�cin giving Tgn Dollars ($ 10 00) as and for reasonable
par!
consideration for said easement; and..th-6 .. party of the-fi - ist bAft acknowledging receipt of said sum
NOW, THEREFORE, it is mutually. fijr��d.hs fQ Ilow:s
That the party of the first part does'hereby granf, assign, and set over to the party of the
second part the right to continue to operate and-min'sta"i'n* the"pTesent system in existence in said
property as of the date of this agreement
And further the right to replace,said system ...ffneces�ary'--w-iihin the same areas of property
now being so used by said system
Except as herein granted, the party of the first part shik��.E#iqo`the.'full use and enjoyment
of the property
The party of the second part shall bear full responsibility'f-�r the.us'� afi�'wjoyment of the
property and shall hold the party of the first part harmless from any"Qlod.-i� 6f'dwn*a*"*
gbs to person or
premises resulting from the use, occupancy and possession thereof byte..pdi�y-& th4.second part
To have to hold the said easement unto his successors and assign�--fqr6er'
IN WITNESS whereof, the parties hereto have duly executed this agrdeffierit
Page 2of 4
200006080479
........ ....
. -....Sighed and d;aktethis day of 17
WILLIA .-Hr
4 UY rt ED-
STATE OF ?�$HINPTON
ss
COUNTY OF
I hereby certify that'l know o.r.:h'a*ve satisfactory evidence that WILLIAM HEDIN JR signed
I ... .... * `
this instrument and acknqw1e'dged'1it--ta..be his free and voluntary act for the uses and purposes
mentioned in this instru1nVr1V".----,.
WITNESS MY HAND aind-6ffict6i.seg,thi,9 day of L)A-Ai-
PrififedNE�ne*%.J_�L--S A
.....-f4otary . Public,.In and for the State of Washington,
R�Siqjng`at
....My Coml!��W.� Expires 3 -2 -a3
.. ........
STATE OF WASHINGTON
ss
COUNTY OF . .. ....... ..
I hereby certify that I know or have satisfactory e:yidij�q thapJQ CE HEDIN signed this
instrument and acknowledged it to be her free and voluntar� -a�t P,
t 4ies �nd purposes mentioned
in this instrument
WITNESS MY HAND and official seal this day o:f. -.0'.
...... .... ..
Printed Name �;h,,t
Notary Public, In and for the Siitd"o' f 'Was �ft�atd ill
Page 3of 4
200006080479
% ....... .... Residing at
My Commission Expires 3
STATE- OF WASHINGTON
ss
chu-N' ybE�
.. .... .. 1'�er6y certif ..'that 1.1know or have satisfactory evidence that GENE WILLIAM SHEPPARD
— Y
signed this !jrisiiu�t'and aqk-nowledged it to be his fTee.and voluntary act for the uses and purposes
mentionedinthl� instrument
WIT Nt M Y.44AND and official seal this day of e
. ............. .
Printed Name .1 IwA,-
Notary Public, In and for the State of Washington,
* . ..... Residing at ec-c"�-cC 5
My -Commission Expires -3
STATE OF WASHINGTON
COUNTY OF
I hereby certify that I know or havexatisfL.t9iy'�'videhice that EVELYN SHEPPARD signed
this instrument and acknowledged it to be'her free and�y.QJ�4ntary act for the uses and purposes
mentioned in this instrument .........
WITNESS MY HAND and official seal thi:s e, 0
...........
Printed Name :J/?nA-*3 .1.1%, 7 L-O'l Zj-
Notary Public, In 4;nd 6r& State.of Waswkgtm,-
Residingat
My Commission Expires*
Page 4of 4
200006080479
T ILE
REET F I 11111oll Hill 1111
6 PGS
WilkNItECORDED RETURN TO S 7am
WIN SH COUA MINIM
I Aumay W. fteau
Als�qn,, qq�rtnage & Bassett! LLP
1001-9iion&Avenue
�tflte 3900%
�eqvle, �1�shdigton. .98-104-1045
NO EXOSETAX
REQUIRED
APR 0 9 2005
KIRE 51EVERS, Sj�- h CQUI 714MU
By— —Kj- Ogg iFVEBS
Document Title: DE i LARATION OF EASEMENT AND MAINTENANCE
..........
Declarant: C,P,,E,,P*ro
pqftio� LJLC
41C r7
Legal Description:
Abbreviated Legal Desprlotiop-.`Ptt�: of.:Lots I and 2, Block 6, Seattle
z
Heights Div 4, Vol 9 of Plats,*-Pqgc I I
Full Legal Description: See EkIfibit.-A a h
yaq
Assessor's Tax Parcel Nos.: 00566900600102, dO.5669006.Oql.0.6,.00566900600200
..........
Reference Nos. of Documents Released or Assigned:
DECLARATION OF EASEMENT AND MAINTEMACt 8G*REEMENT
THIS DECLARATION OF EASEMENT AND MAIN�ENAM7,F, - A:GREEM ENT (the
"Declaration") is made and declared this day of At re. I by CRE
Properties LLC ("Declarant"), based upon the following. ........
3835,00109,20,07 . I -
TREAU,CONWAY, TERRY\ADVISORY-�CRE PROPERTIES
DECLARATION ?)F bkS�M&T
RECITALS
Declarant is the owner of that certain real property (hereinafter "Parcel A
%,mt . uate in Skloh-ornish County, Washington, more particularly described in attached Exhibit A
B
laraht is also the owner of that certain real property (hereinafter "Parcel B")
sltuhte-ln-S�011�misw shington, more particularly described in attached Exhibit A
Pi�inty, Wa
Dociarant."',:vajits. to provide for reciprocal easements for underground utilities,
access and rpaffitendi6e'ibY.1RuM A and Parcel B (each a "Parcel")
DECLARATION
[N CONS1138RATIO& of the.-r&citals, grants and covenants contained herein and other
good and valuable chnsiddrpttoh,.Ih�,J�vcdipt and sufficiency of which are hereby acknowledged,
the Declarant grants, cbvenihtg-'a,nd-d�clares as follows
I Grant and'Risef-i&i�n*.- beclaran.t grants and reserves a perpetual, nonexclusive
easement on Parcel A for un&rgr6*ttnd6til;tie,-%,-.O�'destnan access and building maintenance over
that portion of the property d4�§or.ib,ii�.iR--�ita6�ed-6hibit B which is located on Parcel A, which
easement is for the benefit of do.d. 'apourten6nt to Parcel B Declarant grants and reserves a
perpetual, non-exclusive easement -6n Rar�el B for upd6igound utilities, pedestrian access and
building maintenance over that portidii of the pr9p6fty deseinbed in attached Exhibit B which is
located on Parcel B, which easement is fbr..-tli� bvndil oe..-and appurtenant to Parcel A The
foregoing reciprocal easements are collectiv61y, r.of6�red-tb hef'em as the "Easements" and the land
burdened by the easements is described collNtive'ly-fi' the ."Easement Area
s
2 Indemnification and Repair The Q;�,ner.efea6 Parcel (each an "Indemnitor")
agrees to defend, indemnify and hold han-niess the qivno� of 46 6:ther Parcel and their successors
and assigns from and against all claims, losses, liabilities and-expprises (including reasonable
attorneys' fees and court costs) incurred by or asseried""4"*g*"a'i*n§t..khein or their successors and
assigns as a result of any negligent or wrongful acts or mainteii*anc�.aqd repair on the Easements
by Indemnitor or its employees, agents, tenants, contracto:'*rs',,-. su . &.cs86rs or assigns This
indemnity shall run with the land and shall inure to the beftefit4ofi,e, Qw6*er� of any portion of
Parcel A or Parcel B following any subdivision thereof The pv��er` of,each Parcel (the
"Responsible Owner") shall also be responsible to the owner bfj�6 "other afe.el to repair all
damage and injury to such other owner's property caused by Q1e..-k*'ti%-'br otnission of the
Responsible Owner and its employees, agents, tenants, contractors, sureessprig qriassigns
3 Severability The invalidation by any court of any -,'feservaii.id:h, cb.venant,
restriction, limitation or agreement herein contained shall in- no way affeq.4ny...of.Ae-. other
provisions hereof and the same shall remain in full force and effect
3 83 5'M 109,12010 7 -2 - DECLARATION O0-F,�SE-k4-ENf,...---
TREAD1CONWAY TERRY,,ADVISOMCRE PROPERTIES
Conflicts To the extent this Declaration modifies any pnor documents of record
A or Parcel B this Declaration shall control
5....., Runs With the Land This Declaration constitutes a covenant running with the
lau' a ectitig Parccl.-A and Parcel B and shall be binding upon and inure to the benefit of the
d cessors and assigns
re cctive ow&�rs,'an thvir suc
-Att6rhevs' Fiws If any party bnngs a legal proceeding to enforce or obtain a
declaratlian--,6i'its,'�ghts:ii'n'.. C'�-Ihis Declaration the prevailing parting in such legal proceeding
shall be entitW tgft'c'�""eil-t�..Fd'asonable costs and attorneys' fees ftom the nonprevailing party
7 Utilty -,of -TitIc ..,It is the intention of the parties that the nghts and obligations
hereunder shall �ofbdexttnguished or terminate solely by reason of existing or future common
ownership of the Par.*pels'
DATED this da 2008
DECLARANT: . .......
CRE PROPERTIES LLC
By.,
Its
3835%00109/20/07
TREAD�CONWAY TERRYI�ADVISOMCRE PROPERTIES
............
...........
-3 - DECLARATION
PP'
S TAT.E.-617 WASHINGTON
)ss
OUNT. Y -OF C _�Ist%
before me, the undersigned, a Notary
60. &S day of A ov'\
11 , 2008,
Public andf4b"r the... "e of WashIngton, duly commissioned and sworn personally appeared
known to me to be themama-,J.3 n.� jg�.. of
CRE Or-4e.rdii L'*L*-C,- thellit.ited liability company that executed the foregoinj instrument, and
acknowlA6d did'saiowtru : I - nent to be the free and voluntary act and deed of said limited liability
company, fib('th9-pu`r _-s"' ".';kiein mentioned, and'on oath stated that h&she was authorized to
po es..
execute said ih9irujn6nt:
I certify that U oW_'�i.ha�e satisfactory evidence that the person appearing before me and
making this acknowl:.. rit true signature appears on this document
WITNESS my hand.6n"d' offit'c"jal--seAl hereto affixed the day and year in the certificate above
written
kn
ddgrn,c
S
a H
sl
TAN r Print Name
'�U
NOTAftY BUCIn a:d for the State of
Was*gton,'re idi'h' g artirinweeck
'V 03 My corrimiss . ion ex 3 col
o'
1i Z% 4
OF W&S
X%'
...........
...........
3835100109/20,07 �4- DECLARATION OF-4ASEML%NY
TREAD\CONWAY TERRY\ADVISORY'CRE PROPERTIES
...... ....
EXHIBIT A
LEGAL DESCRIPTIONS
_109r*`FEET-'OF LOf V-A . NJ) LOT 2, BLOCK 6, SEATTLE HEIGHTS DIVISION NO 4,
ACCORDING TO THE P1,A�.-TIHTlEOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF
SN13HOMISH C[WNTY,.,QAWk 6hr
EXCEPT THE NORTH,11*0 F.Eej. -THEREOF, AND
EXCEPT THE SOUTIA THEKOF
CONTAINING 13,06515 SO F T.
PAR�EL B
'16T 'I.GT. 2, BLOCK 66, SEATTLE HEIGHTS DIVISION No, 4,
THE EAST 208.00 FEET OF -'I AND'
ACCORDING TO THE PLAT THERE13F RE�QRDtM-. IN VOLUME 9 13F PLATS, PAGE 11, RECORDS OF
SNOHOMISH COUNTY, WASHINGTVl�.-----.
EXCEPT THE NORTH 11000 FEET::. TH6k]]F, Atib
EXCEPT THE EAST 109.00 FEET
TOGETHER WITH THE S13UTH 12.00 FE9f..DV* TH.E."EAST 109.00 FEET THEREOF 13F SAID LOT 2.
CONTAINING 14,361.49 SO. FT
............
CHENOWETH AND ASSOCIATES INc'.'P-.-S.--
18130 MIDVALE AVE N., STE. A
SHORELINE, WA. 98133
(206)-542-2188, (425)-672-8333
FAX (425) -672-8333
3858\001,09/20/D7 -5- DECLERATION`-6F iASEM6f;
TREAD\CCNWAY, TERRY\ADVISORY/CRE PROPERTIES
EXHIBIT B
LEGAL, DESCRIPTION OF EASEMENT AREA
THE WESP. 10 F.Et7 OF THE EA3T 114,00 FEET OF LOT I AND LOT 2, BLOCK 6, SEATTLE HEIGHTS
DIVISION No..--4, Ac.CoRDINl!iT-(l:'fHE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11,
RECORDS or
EXCEPT THE NQR-Tii IM-0-6 FJE.E'T 13F SAID LOT 1, AND
EXCEPT THE SOUTH, 12.00. -FrEE-T .. OF SAID LOT 2
TOGETHER WITH TkE---'�ULLOWINGi
THE NORTH 2400 FEET' OF THE S06TH.. 3� 06; FEET OF THE EAST 104 00 FEET 13F LOT 2, BLOCK
6, SEATTLE HEIGHTS VIVISIIY� NEIA',"AccOADING TO THE PLAT 7HERE13F RECORDED IN VOLUME 9
OF PLATS, PAGE 11, RECE3RD.S-'OF.--SNOHMSH COUNTY, WASHINGTON,
CHENOWETH AND ASSOCIATES INC. PS..."
18130 MIDVALE AVE, N., STE. A
SHORELINE, WA, 98133
(206)-542-2188, (425)-672-8333
FAX - (425) -672-8333
3858\001j09/20/07 -6- DECLERATI0N'--6F.-EASEM6it;
TREAD\CONWAY, TERRY \ADVISORY/CRE PROPERTIES
6 PIGS
��D RETUM TO:
INO'H M H CO'U'N'T'Y"AIINITON
"1311 .�q�rtnage & Bassetn LLP
1.000.5 No EXCISE TAX
j , econd*Avenue
Sdite 3M-. REQUIRED
Aeattie, wis (pp.-981J04-1045
APR 0 9 2008
KINE SIEVERS, Sn"Mo OMW
Document Title: 1%,—.0—ECLARATION OF SIDE SEWER EASEMENT
AGREE M'**JE-NT-
Declarant: C'R* �LC
'14
Legal Description:
Abbreviated Legal De"r'1ptiqn-*'Pta' of.,Lots I and 2, Block 6, Seattle
Heights Div 4, Vol 9 of P�ats,':Pqge'l I
Full Legal Description: See E . ihlbit-X attaph'W
Assessor's Tax Parcel Nos.: 00566900600102, 00566900606.106, 00566900600200
Reference Nos. of Documents Released or Assigned: %
DECLARATION OF EASEMErk....l."
THIS DECLARATION OF EASEMENT (the "Declaration'k)-is made.and declared this
day of 2005, by CRE Properties LL'C':'*.'("D.ed1` *' '
grAht"),%based upon the
following ........
3835%001 OV20107 DECLARATION 0F IIASEMENT.:
TREAD�CONWAY TERRYADVISORY��CRE PROPERTIES
RECITALS
�L Declarant is the owner of that certain real property (hereinafter "Parcel A
%.ptiiA in Sqohomish County, Washington, more particularly described in attached Exhibit A
&larafit is also the owner of that certain real property (hereinafter "Parcel B
Washington, more particularly described in attached Exhibit A
C-1.. D.ectarant i�4fiis. , to provide for reciprocal easements for underground utilities,
access and mafntenari&-f0rNr6D1 A and Parcel B (each a "Parcel")
DECLARATION
IN CONS11315RATION of the..r�Wtals, grants and covenants contained herein and other
good and valuable c6lisideiVtto*ii',..t.ha,feedipt and sufficiency of which are hereby acknowledged,
the Declarant grants, coven"-'a"nd.46clares as follows
1. Grant and U4WV01�4r... beclarant grants and reserves a perpetual, non"clusive
m T11 . !
easement on Parcel A for und�`rgvwrtd thl�fies,-p'6destnan access and building maintenance over
that portion of the property d�kaI56a in4ita&d-EAibit B which is located on Parcel A, which
easement is for the benefit of '�Hid-1`appurtpnan*t to Pacel B Declarant grants and reserves a
perpetual, nozi-exclusive easement 6D Porc`e`] B for u�j.l&��round utilities, pedestrian access and
building maintenance over that porti 66 .. of the propefty des6nbed in attached Exhibit B which is
located on Parcel B, which easement is for..*� bqnefa of":and appurtenant to Parcel A The
foregoing reciprocal easements are collectivdly �e.fdi�red..t� hd:ein as the "Easements" and the land
burdened by the easements is described coll�&tiv6ly-als"the. " E.- asement Area
2 tndernniflcation and Revai T�e o.Wher..o-f.ea'6h Parcel (each an "Indemnitor")
agrees to defend, indemnify and hold harmless the qwn�T . o f. tfie dther Parcel and their successors
and assigns from and against all claims, losses, li�b.&66s afri.-ex.p.qnses (including reasonable
attorneys' fees and court costs) incurred by or ass�ited-�-'g"ainst..$e` or their successors and
m
assigns as a result of any negligent or wrongful acts or mainte.6rictr` and repair on the Easements
by Indemnitor or its employees, agents, tenants, contfactOrs;%succpnors or assigns This
indemnity shall run with the land and shall inure to the beriefit--�ffh� qwri'�rs of any portion of
Parcel A or Parcel .13 following any subdivision thereof A� m6er**��--each Parcel (the
"Responsible Owner") shall also be responsible to the owner bf the, '6tht-r to repair all
damage and injury to such other owner's property caused by tfie..a6s.--o-1*r' orfiission of the
Responsible Owner and its employees,'agents, tenants, contractors, su'�q'c6sors-' signs.
3 Severability The invalidation by any court of any �feiserwa-i.i(mi, Q-6'venant,
restriction, limitation or agreement herein contained shall in no way aM�t-ahy.pf .the.. other
provisions hereof and the same shall remain in full force and effect
3835\00i 09120/07 -2- DECLARATION OPm��SOA8�.f.-
TREAD%CONWAY, TERRY\ADVISORY\CRE PROPERTIES
Conflicts To the extent this Declaration modifies any prior documents of record
......affeding-:Parcel A or Parcel B this Declaration shall control
5 Runs With the Land This Declaration constitutes a covenant running with the
larj� aftectAg Farce.L.A..and Parcel B. and shall be binding uipon and inure to the benefit of the
respedfVie'o��I�s',"a-nd their successors and assigns
A't-t0-rn.t'y9' F�es If any party brings a legal proceeding to enforce or obtain a
declarati6ji-6f its-,6ghts 'u"n'dicir"this Declaration the prevailing parting in such legal proceeding
shall be entitlid� tqx�C%0�4 'Iti-r6sonablc costs and attorneys' fees from the nonprevailing party
7. UfltV.of'.T-1t1F--.Jt is the intention of the parties that the rights and obligations
hereunder shall r'fef'bq`extmguisH'ed or terminate solely by reason of existing or future common
ownership of the PareON"
DATED this t . ..... d�ybf 2008
DECLARANT:
CR.E PROPERTIES LLC
By
It
.............
3835%001 09r20107 -3 - DECLARATION OF eNY
TREADCONWAY, TERRY\ADVISORY\CRE PROPERTIES
T....
F WASHINGTON
)ss
e---% 14
.'0 day of 200$ befo
ri. 46�- re me, the undersigned, a Notary
P u i c in" -'a nd 'fib r the...St4te of Washington, duly commissioned and sworn personally appeared
LA-,kx!l known to me to be the ynaV1.fi5I,"5
of
CRIE Pro'p'erti6 L
LIC, the li�nite�Hiability company that executed the foregoing —instrument, and
acknowW&d tW'saidjn9trutheht to be the free and voluntary act and deed of said limited liability
.-" .11 ....
company, for`&..04�ses *% �hdrein mentioned, and on oath stated that he/she was authorized to
execute said i*h9i!�yne'n't.....'
I certify th4t I-knoW"6F1a�e satisfactory evidence that the person appeanng before me and
making this acknowIe:dgih.Qqt is--tlfe,per'spi�.Whose true signature appears on this document
WITNESS my ha-n4.-ai� .. offi'c`�11-sez;il hereto affixed the day and year in the certificate above
written
"010 JoHft'
%X4 . ........ 0
5X
Prmt Name
NOTA -Y PU
03, .RLIC �n afid for the State of
OF W, Washiwtorf,
My conimtss"16"n' exPtr`e's'1Ah'j49., 43.2"
. ..... .. ....
3835',00109,'20/07 -4-
TREAMCONWAY, TERMADVISOMPCRE PROPERTIES
DECLARATION OF-CASEMEN
EXHIBIT A
LEGAL DESCRIPTIONS
THE EAST '119 F OF LOT L--A" LOT 2, BLOCK 6, SEATTLE HEIGHTS DIVISION NO, 4,
ACCORDING To .T�il"'PLATwf HVEqF'- RECORDED IN VOLUME 9 OF PLATS, PAGE 11, REC13RDS OF*
SNOHOMISH CO(JNTy-,--'�/AS$4lkGfJ2N. -
EXCEPT THE NEIRT14'110 FEEj---T+iF-REOF, AND
EXCEPT THE SOUTH --T.ECT THEREOF.
CONTAINING 13,065.15 �Q- Ft.
PARCEL B ..........
THE EAST 20800 FEET OF L�DT I ANiJL,0T---.?, BLOCK 6, SEATTLE HEIGHTS DIVISION NO. 41
ACCORDING TO THE PLA7 THERE.0V RECI)RDED. IN VOLUME 9 [IF PLATS, PAGE 11, RECORDS OF
SNOHOMISH COUNTY, WASHIN(ST(INe'.....
EXCEPT THE NORTH 110-00 FEET%THERF�&, AN�
EXCEPT THE EAST 109.00 FEET
TOGETHER WITH THE SOUTH 12,00 FE- T.-OF T.HE`EAST 109.00 FEET THEREOF OF SAID LOT 2.
CONTAINING 14,36149 SO. FT.
.............
CHENOWETH AND ASSOCIATES INC. P.S,".
18130 MIDVALE AVE. N., STE. A
SHORELINE, WA. 98133
(206)-542-2188, (425)-672-8333
FAX - (425) -672-8333 .......
3858\001,09/20/07 -5- DECLERATIN OF! EA;Eg&�
TREAD\CONWAY, TERRY \ADV ISCRY/CRE PROPERTIES
....... .......
EXHIBIT B
LfEGAL... DESCRIPTION OF EASEMENT AREA
THE WEST" 30 FlEiT'* THE F THE N13RTH 120 FEET
,.EAST 139.00 FEET OF THE SOUTH 10 FEET 0
LO T 1, BLqCK*'6, 56AT T LE':HbbATS DIVISION NO 4, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 9 DP' PLATS..- RECORDS OF SNOHOMISH COUNTY, WASHINGTON
CHENOWETH AND ASSOCIATES INC. P.Si."
18130 MIDVALE AVE, N., STE A
SHORELINE, WA, 98133
(206)-542-2188, (425)-672-8333
FAX (425) -672-B333 .......
3858\00109/20/07 SEVER FA�i�ENT;
TREAD\CONWAY, TERRY\ADVISORY/CRE PROPERTIES
$TREE
rILE 111111111111 lilt I1 11111111111111111111111011111111
4 64 7 PGS
J04011/fo� �i .07am 9 00
WffE;N RFCORDED RETURN TO WHOM C UNTY, AHINGTON
...Tfi0nL8*S*W Read
Alat�.u,- Court.nage & Bassetti LLP
Secpd A ' venue No EXCISE TAX
Suite-300O.:
geattle,Washt red*'404-1045 REQUIRED
APR 0 9 2008
kIRRE SIEM� &WWW Caun� T
MUM
Document Title: ',—.DiCLARATION OF EASEMENT FOR ACCESS FOR
Declarant:/ 6- A A.4 CRE Propertir�
C.-
Legal Description -
Abbreviated Legal Description:.-Nn. df Ws I and 2, Block 6, Seattle
Heights Div 4, Vol 9 of Pllats;-Paga-f
Full Legal Description: See txhTbits-X and H attached
Assessor's Tax Parcel Nos.: 00566900600102, 0566900600106, 00566900600200
Reference Nos. of Documents Released or Assigned* .
DECLARATION OF EASEMENT FOR ACC F0A`UjILITIES
RECITALS
A CRE Properties LLC ("Declarant"), is the owner 'Of `iliaf cutain"'rgal property
descnbed on Exhibit A (the "Burdened Property, known as Parcd. Al -'and EAtbit B (the
"Benefited Property", known as Parcel B) hereto
B Declarant wishes to declare certain easements burdening thqeturd -Plfterty
and benefiting the Benefited Property
3835\001 09r20-07 ACCESS AND un0TI'E-kI�A9&,jtNT.,,--
TREAMCONWAY, TERRY\ADVISORY%CRE PROPERTIES
In consideration of the mutual covenants set forth herein, the parties hereto grant
a ollows
s f
GRANTS AND AGREEMENTS
-brant.-Declarant hereby grants and declares a following nonexclusive, perpetual
easement J6'burdvq:Ao-9iYNened Property and to run with and benefit the Benefited Property
an easeinent--�cros,4, under,..alQng and upon that certain property described on Exhibit C hereto
(the "Eas��ient`�rea','�- i0i--*&: purposes of vehicular and pedestrian ingress and egress, and
utilities and%..appuf-t'e.natice�,%including the right to grade, construct, install, replace and maintain
improvemen4-thfflpre . o'n.fd is..Vurpose (including driveways and walkways)
2 C6nst:r;ucti4o-n` f I mbrovements The owner of the Benefited Property shall bear
I : . - -
the cost of, and shi I px.Qmpt-ty, pay:-411 xosts and expenses, and shall hold the owner of the
Burdened Property liarmleis tJ-,6e6M** of design, pennitting, installation and construction of
those improvements dcsc�6dal��e*,and related improvements, located in the easement area
3 Mamtenanc6' 9f IjDi5roy�emdnts ...The owner of the Benefited Property shall
maintain, repair and replace nee&d).*.pofiio,n*.�of improvements in the Easement Area so as
to keep such improvements in g0bd1.s*-cohdkttdn and repair
4 Comoliance with La'W's a6i Rules Th-eF*'0*--W*ner of the Benefited Property shall at
all times exercise their rights hereunder in acco.rda . nee.-with...all applicable statutes, orders, rules
and regulations of any public authority havtnt* jurisdiction from time to time in effect, and in
compliance with the plans and specificatioh"s fbr�ucb.tf n*pr.p*vements as may be approved by the
City of Edmonds
5 Work Standards All work to be g�rformed *-by the owner of the Benefited
Property on the Easement Area shall be completed:in a*�arekl-, and workmanlike manner, free of
claims or liens Upon completion of such work, arld a'*n"*v** =intt-ftarice thereafter, the owner of
............
the Benefited Property shall remove all debris
6 Easement Use and Activities The owner 6.f the-Ben6fited -Property shall exercise
their rights hereunder so as to minimize, and avoid if reasbnahlyy gcKiib�e,-: interference with the
Easement Area owner of the Burdened PropertN?s use of the Eas'emont Area%,,and the Burdened
Property The owner of the Benefited Property shall at all hines, bofiduqt--1t$ activities in the
Easement Area so as not to interfere with, obstruct or endanger`th�.-O-wff6� Q.f.-.S.he Burdened
Property's operations or improvements
7 Attorneys'Fees; If any legal action is necessary to cnfbr6e..t1i�*teJni§.;or 66nditions
of this agreement, including but not limited to, an arbitration proceeding"--�f -�grd�d Y " by the
rom. tm O�hefPF�az�
parties hereafter, the prevailing parties shall be entitled to recover f ib..the
38351,00109120107 -2- ACCESS AND IJYILITIE&.EA��4NT,.:-'
TREAMCONWAY TERMADVISOMCRE PROPERTIES ..... ..
di'spiite 411 costs of such action or proceeding and reasonable attorneys' fees as deten-nined by the
...tri�r of -fact in addition too any other relief to which it may be entitled
Release and Indemnity The owner of the Benefited Property does hereby release,
intlenini
....fy'an0*.proa1i*g�-.t.o defend and save harmless the owner of the Burdened Property from
an
and.A.Iiability, loss, damage, expense, actions and claims, including costs and
reasonablp-Attotn4;)�.s!-,fe6g"t'qcurred by the owner of the Burdened Property in defense thereof,
asserted . sing- dirW4y..dr indirectly on account of or out of the acts or omissions of the
owner or its servants, agents, employees and contractors in the
exercise of herein, provided, however, this paragraph does not purport to
indemnify tl�c�'wn�.r o.f Ifit.Burdened Property against liability for damages ansing out of bodily
injury to persori� oty.*d�i� . age to"Oroperty caused by or resulting from the negligence of the owner
of the Burdened P*rop-erty-*orq*s a � ts. emD
gen loyees or invitees
9 Assiftent.%Sup6issors and Assigns Except as otherwise provided above, the
rights and obligations '0?-.tif6 parfi�s..sball inure to the benefit of and be binding upon their
respective successors and.. qs4�.is...(Wsipees") Upon assignment of any easement granted
herein, the assignor's liabill'tilv�s'tq..ib'e*-,a%�n�r of t�e. Burdened Property hereunder shall be limited
to the acts or omissions (incl 4dihg.Aosq..ih:defh`mP*ed against) to the time of such assignment as
with respect to that ewement, O*�'.-'�art.6&6 . fai4 such assignment shall then and thereupon bind
the Assignees to the terms and �'C�nd`iiiq.ng "hereof for ,all purposes of the easement assigned,
including those improvements instal1q. h ` "
.a-6 enjoy t e 5aTne
EXECUTED as of
20ce
DECLARAN.T-*...
CRE PROPERT1 -EEC
............. P
By
its
3835,00t 09,'20/07 -3. ACCESS AND O�L.TT
TREADNCONWAY, TER.RY1,ADVISORYCRE PROPERTIES
-StATE OF WASHINGTON)
)ss
C.OUN
day of
A 2008, before me, the undersigned, a Notary
Pub4q.� arid --f
or Otaite of Washington, duly commissioned and sworn personally appeared
known to me to be the of
CRE PROPERTAS LMAeNkited liability company that executed the foregoing instrument,
and ackn6�ledg�d -the.-siu4'* . tn*ttument to be the free and voluntary act and deed of said linuted
liability con�,�ay;"tor.tti'*e'p.utp'*'oses therein mentioned, and on oath stated that he/she was authorized
to execute
I certify that r know oO have Satisfactory evidence that the person appeanng before me and
making this acknowl�g�ne�t ig'lfie.per�orrWhose true signature appears on this document
WITNESS my hand-a'nd,.offiuiM-se4l hereto affixed the day and year in the certificate above
wntten * . .....
OJOH"Nz
"o
V1. SID (A
'TARp
PrintName
*0
--41w-
NOTARY PUB110in Od for the State of
S S Washingtot�, regiJing gl"nkiooc)"4
03 oek ......
My commission !��!rfe
r4, !S� -3, 2to
... ....... .... ... ...
0 i W k ..........
"'mill 10""
3835*0109.10107 -4-
TREAUCONWAY, TERRYNADVISORY%CRE PROPERTIES
.............
............
ACCESS AND UT IMT ?'S' 91
!ES7..E
W NT..:
EXHIBIT A
DE�
EG'A L.". ..qRIPTION OF THE BURDENED PROPERTY
PARCEL
THE EAST'-j99r'-FEET,'OF LOT l:"A'*r4D LOT 2, BLOCK 6, SEATTLE HEIGHTS DIVISION NO. 4,
ACCORDING TO T4qE P�.AT,.-TWkOF: RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF
SNOHOMISH CCX)'NTY,-'WASMNGTOW*
EXCEPT THE NORTH-110 F-EET.-T44EREOF, AND
EXCEPT THE SOUAl I.?--fTV THEPE.0F
CONTAINING 13,065,15 S19, F-f*.
...... ... .
..........
CHENOWETH AND ASSOCIATES INC. P.S,.'-.
18130 MIDVALE AVE, N, STE A
SHORELINE, WA. 98133
(206)-542-2188, (425)-672-8333
FAX - (425) -672-8333
3858\001,09/20/07 -5- ACCESS AND UTILItIES`.-'EA�TK- NT-
TREADWONWAY, TERRY \ADVISORY/CRE PROPERTIES
EXHIBIT B
EGAL DESCRIPTION OF BENEFITED PROPERTY
...........
PARCEL Rl-
THE EAST'-�Ge-'b� F-E& OF*--L(3y'-"l'-AND LOT 2, BLOCK 6, SEATTLE HEIGHTS DIVISION NO. 4,
ACCORDING I TO THE P��.-'fHl EOk- RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF
SNOHOMISH CQrJNT`Y,,QA"Ri)N.'
EXCEPT THE NO RTti--IIG.00�-'�iCT....THERECJF, AND
EXCEPT THE EAST. lo,%1u6-.FtET THEREOF,
TOGETHER WITH THE SDUTkf 12 00 FtET QF*-JHE EAST 109.00 FEET THEREOF (IF SAID LOT 2
CONTAINING 14,361.49
.. . .......
..............
CHENOWETH AND ASSOCIATES INC. P.Sk---'
18130 MIDVALE AVE. N., STE, A
SHORELINE,'WA. 98133
(206)-542-2188, (425)-672-8333
FAX - (425) -672-8333
3858\00109/20/07 -6-
TREAD\CONWAY, TERRY \ADVISCIRY/CRE PROPERTIES
ACCESS AND UTILITIES.-* EASEH�NT-
....... .......
EXHIBIT C
EASEMENT AREA
THE N13RTK*. 2*00 FEd. SOUTH 36.00 FEET OF THE EAST 109.00 FEET OF LOT 2, BLOCK
6, SEAT TLE-"HE IGHTS:-bl-�vs-lTolz NO. 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9
OF PLAT�- P�Gt ll,,'�RECOP�.,QF SNOHOMISH COUNTY, WASHINGTON.
............
.............
..........
CHENOWETH AND ASSOCIATES INC. P,S,.-"
18130 MIDVALE AVE N, STE, A
SHORELINE, WA. 9BI33 . .. .....
(206)-542-2188, (425)-672-8333
FAX - (425) -672-8333
3858\001,09/20/07 -7- ACCESS AND UTILfTIES'EA;EM�N
TREAD\CONWAY, TERRY\ADVISORY/CRE PROPERTIES
JUL"ID -CUUO U1;'tVt- rrKUI'I-- It- )r-HN6KitH
I.,icD j r (,i-cf rib I U: At ((9 (U015 F. d
WHEN RECORDED RETURN TO:
Thomas W. Read
Alston, COUTtnRge & Bassetti LLP
1000 Second Avenue
Suite 3900
Seattle, Washington 98104-1045
OVA
NO EXCISE TAX
REQUIRED
1111111111 lilt 1111111111111111111111111111 111� 1111 JUL 15 2000
INIHNKil"I:Yr ORE SIEV06i 6 110hWith C904 T"M
Document Title: AMENDMENT TO DECLARATION OF EASEMENT
AGREEMENT
Grantor; CRE Properties LLC
Grantee. CRE Properties LLC
Legal Description:
Abbreviated Legal Description: Ptn. of Lots I and 2, Block 6, Seattle
Heights Div. 4, Vol. 9 of Plats, Page I I
Full Legal Description: See Exhibit B attached.
Assessor's Tax Parcel Nos.: 00566900600102; 00566900600106; 00566900600200
Reference Nos. of Documents Released or Assigned: 200804090363
AMENDMENT TO DECLARATION OF EASEMENT AGREEMENT
THIS AMENDMENT TO DECLARATION OF EASEMENT AGREEMENT (the
"Declaration") is made and declared this 157tday of July, 2008, by CRE Properties LLC
("Declarant"), based upon the following:
3835\001:07/15/f)R - I - AMEND TO DECL OF ESMT
TREAD\CONWAY, TEPRY\ADVISORY\CRE PROPERTIES
JUL--ID-C:060 01;4=1r rmun; ik- V-H111*K1k-H �4c:z) J r re4-& (Id I U: On> ( (e4 (HOJ P.
RECITALS
A. Declarant wants to amend the reciprocal easements for underground utilities,
access and maintenance for Parcels A and B, described in the Declaration of Easement
Agreement recorded under Snohomish County Recording No. 200804090363 (the
"Declamtion").
DECLARATION
IN CONSIDERATION of the recitals, grants and covenants contained herein and other
good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
the Dec!arant nts, covenants and dt�clares as fe-Ile-Ifs-
I . Grant and Reservation. The easements created in the Declaration are modified
to benefit and burden the property described on attached Exhibit B, and the terms "Easernents"
and the "Easement Area" in the Declaration are modified accordingly. Attached Exhibit B
supersedes and replaces Exhibit B to the Declaration.
2. No Other Charizes, Except as modified in this Amendment, the tenns of the
Declaration remain in full force and effect. in case of any conflict between the terms of the
Declaration and the terms of this Amendment, the terms of this Amendment control.
DATED this 1-5, day of July, 2008,
DECLARANT:
CRE PROPERTIES LLC
By:
'Terrence Conway, men:�Ker
3835\001:07/15/08 -2- AMEND TO DECL OF ESMT
TREAD\CONWAY, TERRY�ADVISORY\CRE PROPERTIES
JUL-�I'.'�-Cuuo U1;"=Pr rmurl; 1�' I U: -* r (14 (8W15 I.I. ej
STATE OF WASHINGTON
COUNTYOF 5110homf )SS
Onthis /!;;M dayof 2008, before me, the undersigned, a Notary
Public in and for the State of Washi on, duly cornmissioned and sworn personally appeared
99((
Terrence Conway, known to me to be the member of CRE Properties LLC, the limited liability
company that executed the foregoing instrument, and acknowledged the said instrument to be the
free and voluntary act and deed of said limited liability company, for the purposes therein
mentioned, and on oath stated that he/she was authorized to execute said instrument.
I certify that I know or have satisfactory evidence that the person appearing before me and
making this acknowledgment is the person whose true signature appears on this document.
written.
WITNESS my hand and official seal hereto affixed the day and year in the certificate above
DA�,
% 14
0 Signature
Jo,
PrintName I/
NOTARY PUBLIC in and for the Statp Of
A Washington, residing at 46,01000-1,
F Mycommission expires
'11olint,
3835\001:07]IS/OR -3 - AMEND TO DECL OF ESMT
TREAD\CONWAY, TERRY\ADVISORY\CRE PROPERTIES
Fw-
t-KUll: JU bt-lHN*RlCH (e425)774-2718 TO:0577,47803 P.5
EXHIBIT B
LEGAL DESCRIPTION OF EASEMENT AREA (AS AMENDED)
THE WEST 40 FEET OF THE EAST 139.00 FEET OF THE SOUTH 6 FEET OF THE NORTH
120 FEET, LOT 1, BLOCK 6, SEATTLE HEIGHTS DIVISION NO. 4, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
3835\001:07/15/08 -4- AMENDTO DECL OF ESMT
TREAMCONWAY, TERRY\ADVISORY\CRE PROPERTIES
City. 0 dmonds
Development Services Department
Plamu'ng Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this -florm is to
be filled out by any person preparing a Development
Permit Appli cation for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
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).
Date Received: C41LI107
City Receipt #:
Critical Areas File #: (AA 2oc)7 6 r?
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant:
A'property owner, or his/her authorized representative,
mustifill out the checklist,. sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the. signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant, shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant
and his/her/its; heirs, and assigns, 'in consideration on the processing of the application agrees
to release, indemnify, defend and hold the' City.of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleadmig, inaccurate or
incomplete information ftimished by the applicant, his/her/its agents or employees.
By my signature, I cer* that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE oF APPLIcANT/AGENT DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER DATE c>-7
Owner/AppHcant: Applicant Representative:
C-re aC&JM6-,eJ 94 uc, Adjl� Ao� — r&5 49M I 1&271e�
Name Name
11OZO :ZdMr 9Y
1C,
Street Address Street Address
�4A T-Wa2 6FQ1V0AJD!5 q9074�0
city State Zip City State Zip
Telephone: +Vl' - :Z 24 , f?� Telephone: !!f� -
Email address (optional): I- Email Address (optional): T-6l 6
PC,* 1,J
A W6vc-oq - c&m I Trn-r-.' . (!��W
#P20
Critical Areas Checklist
CA File Nc("' CA -zoo 0\-ZG
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location: �ZIQZQ -70-4 6DMftJL6, kA !�62Z�z
2. Property TaxAccount Number:
3. Approxninate Site Size (acres or square feet): P�7,,Iyn L4 cmo-
4. Is. this site currently developed? yes; no.
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
q012ol Flat: less than 5-feet elevation change over entire site.
T—
Rolling: slopes on. site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: AO Approx. Depth:
7. Site contains areas of seasonal standing water: A16 Approx. Depth:
What season(s) of the year?
8. Site is in the floo'dway t�lo floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are yeav-round?
. 6�6 Flows are seasonal? (What time of year?
10. Site is primarily: forested _ZOO
Zo
meadow shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: A10
For City Staff Use Only
1. Plan Check Number, ff applicable?
2. Site is Zoned?, r-�)
3. SCS mapped soil type(s)? -5 Al clercz�cnn(- Uck&�:a �N W c-L -, n"glea-e 2t An' 9 7r" ea�pga
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area?
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed bv: Date: ct /1 /0 - 7
Or"
=0-
PLANNING DATA
Commercial 9 Multi -Family
S TREE T =FILE
Name: O;LE. P V-'O P14� Yin' t 5
Date: 03-19.1-008
Site Address: 2,, -rW A-Vt, W
FileNumber: Ow-*Voos.
Project Description: 9 1) 00 'P 10Lt f Id f V1 5 C 0 fH CC, + Wd re VW U 0 e.)
Use(s) Proposed /Allowed: 0+fl,ce, te
W A Vit VU10 LA 5 f,
CUP File Number: 0000
Reduced Site Plan Provided: (YES NO)
ADBFileNumber:
Legal Nonconforming Land Use Determination Issued: (YES /9
Map,Paje�:
Z8ning"I)6signation: C.- C, *I -
Flag Lot:
Comp Plan Designation: % 91 ter
Irl C VWd4& 'I' Wet /9r
Corner Lot: (Y
Lot Area: G+ - C-,_�.
Plans Match ADB Approved: NO)
Shoreline Required: (YES
Critical Areas Determination #:
El, Study Required V o 0,4 - 0 1 'J. (P
'N Waiver
SEPA Determination:
11 OS .,,Pot)-;_ f_or L4,9 t.D 1000 C
Exempt
Needed �-i it 9 V_ 61 d
",Re Setbacks
Street:
;ide-
(N)
de:
1 IV)
Rear:
r,W)
ActualSetbacks
Street: Side:
91 +
Side:
Rear:
�ut t1b SP
LoT7Uoverage Re uire
Lot Coverage Provided:
Lot Coverage Calculations:
'Height
Datum Point:
Datum Elevati on: 4-o
Maximum Height:
Actual Height:
Subdivision / Legal Description:
Lot Aggregation Required: reu4*a- 1-10016 'It 15' 1500,7-)
Notes: - I
6b,tietures-o Reaker-ios Te t1lobt:9 e Aftrms-
Way-Wtrrftws * "eetwq Meeltilati Stairs 4w�—ed-Omk * ftyel, ed rtyruh * Enve&
4HTWn"ey * llkwa4er+N-_�� & tie move, ed Une, i -lased 589" Bee4 e Pei el * Pati
Cr —as W -En-c I 'os u 're *.---! E-4alpeererr!
4MVN01W )* Meehan
I - Cn
Plan Review By:
141 V
OLVtOL 6V,.*W-y\ (1-0(00)
PLANNING DAT*
Commercial 9 Multi -Family
LandscapingNotes-
Landscaping Matches ADB Approved:
Landscaping Bid Provided: Bond Amount:
I =FILE I
C6MM&rcial Parking Analysis-,.
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
W Oort, Wo tAto-e LA to e�
pl vL3 te
s &n 1A V10
%.
ItO Sh 44
5
LA ep f.,
16t)o
Total Parking Required.,
Total Parking Provided
Multi -Family Parking Anal is
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Require'd
Parking
-Studio
1.2/D.U.
I Bedroom
1.5/D.U.
2 Bedrooms
1.8/D.U.
3 + Bedrooms
2.0/D.U.
Total Parking Required. -
Total Parking Pro vided.-
Other,
.ph"ks A+.00 >
CAM cu, j-, 6y)
O-VV
"-0-
P~6y 0 M Atcm af
*D5 - 09 1+
Plan Review BY: Z�na
�.' C
0 E 1) -4f
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
Tuesday, April 14,2009
This Application has been accepte * d by the City of Ednionds for review. More infb.66113 FF.TbeFILE
required du ning this process. The review target date is: Tuesday, April 21, 2009
Your City Contact is: MARIEHARRISON
Appfication Number: BLD20090208
Project Address: 21020 70TH AVE W, EDMONDS
CRE PROPERTIES LLC SAGERMECHANCIAL
17409 BEA CH DRIVE NE 8425 219TH ST SE #201
LAKE FORREST PARK, WA 98155Q WA 98072-
( ) - Dd. `TREET42�5f40 &Z.
Work Descripfion:
5 " RPBA
,qTQFI:T P1 C
%w 13 11 9 1 1L.L-
Iterris at Tj Fm of S ubrW ttal:
0, 0 111",, 14
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATIONTHATTHE INFORMATION GIVEN IS CORRECT
AND THAT I AM THE
,�Mrl,Y OWNER, OR THE DULY AUTHORIZED AGENT OF THE PRO P7TY OWNER TO
U ITA BUILDING PERMIT APPLICATION TO THECITY. I I
NATURE(OWNER OR AGENT) PRINTNAME 6/(TIESIGNED
A9
11-0
STREET FILE
&IJ
STREET FILE
To view up to date information about your application please visit the City ofEdmonds Development Services
website at http://www.ci.ednwnds.wa.us.
City of Edmonds I I W.D
Plumbing & Mechanical, Tank & Demolish
Permit Application Form C
Site Address:z/cw 70W'4C1L_4-'P'_)
Suite#: TaxParcel#: 60_5_(0(1'?00f10MV(.
Business[Tenant Name (if applicable):
Mailing Address: zf ie '0
city: 1-4r�E 6�zr-'s State: WX-
Phone: (
MailingAddress:
FAX: (_)
E-Mail:
p: 194��
City: AVObIA) Vla State: 40,4- Zip: 5�767z_
1 r 2 "4 1&+/—
Phone: FAX: ( 0S E-Mail:
State License Number: 4,3&7& A110?? IJ �- Exp: Date: City Business License No:_AJ/Z'0//F6Y
MECHANICAL
PLUMBING
Fixture Type
Fixtures
Total
Fixture Type
Fixtures
Total
_
Gas Fu rnace/Fi replace:
Water closet
_BTUs Location
Sink
Gas logs/direct vent fireplace
Lavatory
_BTUs Location
Tub/Shower
Air Handler —BTU Location
Dishwasher
o Electric
Hose Bib
0 Other
Gas water heater w/expansion tank
Boilers _BTUs Location
_BTUs Location
Hydronic Heating
Expansion Tank
Vents, Single Duct #
Floor Drain
Other:
Pressure reduction valve
Water Service Line ft
Gas Piping ft
Other: R P—&A-----L < _-4
# of Outlets
DEMOLITION sqft
Gas Outlets
TANK gallons
o AC Unit a Furnace
0 Fill Material
9 Water Heater 0 Boiler
nse & Cap
a Dryer a Stove/Range
0 Removal
0 Fireplace 0 BBQ
Critical Area Chklst
a Other Gas Outlet
0 Study Reg. a Waiver
L:\TEMP\BUILDING\MECH.PLUMB.APP.doc 8/31/06
itp of (1b
DEPARTMENT OF BUILDINGS
: ifi
ertIP41111,110 t JoTt ant?
PER International Building Code Section 110
At: 21020 70th Avenue West Building Permit #: 2008-0065
Occupancy established by this certificate: Dwelling Units: N/A No. Stories: 2
B/F1/S1
Typp-".109nstruction: VB Basement: N/A
Maximum Occupant Lo'ad",. (Per IBC 1004)
Roorri capacitysigns, w�7 :'rb,4dirdd,';4hust remain posted at all times.
Owner of Building: CRE Pros)ertldk-t'LC:: n . ant.'Spaco: 2102070 th Avenue West
THE CRE Properties Building HAS BEEN*,..INS AND APPROVED AS COMPLYING WITH THE REQUIREMENTS
OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE -AS ADOPTED BY THE CITY FOR THE GROUP AND DIVISION OF OCCUPANCY
AND THIFUSE FOR WHICH THE PROPOSED OCCUPANCY IS CLASS10166.
Issued this — 16 th '0ay!of June,2009
CHIEF BUILDI G FFICIAL
BY:
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall be maintained in legible condition at all times. Any change ofoccupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Offidal.
(1) (1) (T) ti� (h (h (T) (1� (1) (1) 4)
V
1 4
C—
.1o",
2,10 ZU, 70h #VzAJ
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www6edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
December 12, 2008
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
GARY HAAKENSON
MAYOR
STREET FILE
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Please be advised that the attached lots addressing has changed. The Assessor
information has already been updated.
Parcel # 00566900600106 (Currently under construction) has been assigned the address
of 21020 701h Ave W.
Parcel # 00566900600102 (existing building) has changed from 21020 701h Ave W to the
new address of 21010 701h Ave W.
If you have any questions regarding this letter, please contact me at 425-771-0220 or
Umbaugh@ci.edmonds.wa.us. Please contact me if you wish to be removed from this
list.
Respectfully,
Theresa Umbaugh
Permit Coordinator
Edmonds Building Department
L\Temp\Ds-r,s\m aster Letters\New Address] 2/12/2008
Incorporated August 11, 1890
Sister City - Hekinan, Japan
r0-10APla-
0
so
'I'I'll'Snohomish County Online Property In ormation
270420003021M`f,
"030 210TH ST; S%;,'
F0566500600)01 0056690060M3 00,966900600105
7,320.210TH ST. SWI,
E
V;
Leqend
Hh,
.4h6ghted Fentuia
2 13 2 0 H. A 'N S!reel Nam)-?s
.00566900600106 00666900600102
7 C) 2 E; 2 1 . TH ST 5- .2101-3 70 TH. AVE -IN
M
PaTcel--i
S!fvet Addm
RutaIMMOS
27042000303500
00566900600402 00566900600301' -d F-,
702.) 21-71 H S 11 4 7 11 T H
27042000302300
sclaimer:
ohomish County disclaims any warranty of merchantability or warranty of fitness Dof is
this data for any particular purpose, either express or implied. No representation EJ
warranty is made concerning the accuracy, currency, completeness or quality of
ta depicted. Any user of this data assumes all responsibility for use thereof, and
-ther agrees to hold Snohomish County harmless from and against any damage,
;s, or liability arising from any use of this data.
on: 12/12/2008
7 09 1 so
SnofiomishGnline Government Information & Services
CountyW
Washington
" R E A L * Property Information
County J-1orne Assessorflome Treasurer Home Infonnation on which Departinen to contact
Please view Disclaimer If you have questions, comments or suggestions, please Contact Us.
Date/Time: 12/12/2008 11:13:31 AM Answers to Frequently Asked Questions about Parcel Data (opens as new window)
Return to Property Information Entry pgge
Parcel Number 00566900600102 Prev Parcel Reference 56690060010205
jj View Map of this parcel (opens as new window)li
General Information
Taxpayer Name 11 Address (contact the Treasurer if VOU have questions)
CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA
98155
If the above mailing address is incorrect and you want to make a change, see the information on Name and
Address Clianges
Owner Name 1! Address (contact the Assessor ifyou have questions)
CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA
98155
If the above narne and address is incorrect due to a recent sale, please see the information on Name and Address
Chan qes A III er a Sa I e
Street (Situs) Address (contact the Assessor it'vou have questions)
21010 70TH AVE W --- EDMONDS, WA 98026-7202
Parcel Legal Description
Section 20 Township 27 Range 04 Quarter SW -- SEATTLE HEIGHTS DIV 4 BLK 006 D-02 - E 109FT
OF LOT I & LOT 2 SD PLATEXC N I I OFTTHOF & EXC S 12FT THOF AKA PAR A CITY OF ED
LLA LL-2007-0078 AFN 200711155002
Go to top 2f Page
Treasurer's Tax Information
Taxes For answers to questions about Taxes, please contact the 'I-reasurer's office (opens as new
window)
2008 Taxes for this parcel $4,390.86
Payments: Receipt No. 4395066 4/9/2008 $2,330.791 ReceiplNo- 47239421 10/22/2008 $2,060.071
(Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late
payments. LID charges, if any, are not included.)
r� I
To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-33 )66 to request it by
phone.
Go to topk[page
Assessor's Property Data Characteristics and Value Data below are for 2008 tax year.
Please contact the Treasurer's off -ice for answers to questions about Taxes (opens as new window)
For questions ONLY aboutproperly characteristics orproperly values (NOTla-ves),
'i 40 so
please contact the Assessor's Office
Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons
Values exemption.
Reductions for exemptions are made on the property tax bill.
Tax Year 2008 Market Land $317,300 Market Improvement $237,4001 Market Total $554,7001
Tax Year 2009 Market Land $378,900 Market Improvement $237,4001_ Market Total $616,300
Go to top of page
Valuation, Payment, and Property Tax History
View 1-listory (opens as new window)
Go to top 0
a,
Property Characteristics
Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window)
Us, Cod, 243 Millwork, Veneer, Plywood & Prefab Strue. Wood
Size Basis ACRE size 0-30 (Size may include undivided interest in common tracts and road parcels)
Ci 0 to topgf pa-ge
Properhi Structures
Type Yr.Built Structure DescTiption
Commercial 1930 SHEPPARD MILLWORK, INC View Structure Data (opens as new window)
Go to top of p ge
Property Sales since 7/31/11999
Explanation of Sales Information (opens as new window)
Sales data is based sole1j, upon excise affidavits processed kv the Assessor.
Transfer Receipt Sales Excise Deed Grantor (Seller)
Grantee (Buyer)
Other
Date Date Price Number Type
Parcels
1/27/2006 3/14/2006 $0 398029 W CONWAY TERRENCE &
CRE PROPERTIES LLC
No
CLAIRE
12/19/2005 12/28/2005 $800,000 101399 W HEDIN WILLIAM JR &
CONWAY TERRENCE &
Yes
JOYCE
CLAIRE
6/8/2000 1/1/1900 $400,000 257278 W SHEPPARD GENE WILLIAM
HEDIN JR WILLIAM
Yes
AND EVELYN
ANDJOYCE
Go to top of p g—e
Property Malis Township/Ranp-e/Section/Quarter, links to maps
Neighbori,.od 5604000 Explanation of Neighborhood Code (opens as new window)
Township 27 Range 04 Section 20 Quarter SW Find parcel rnaps for this Township/Range/Section
View Map of this parcel (opens as ne=w w=,ndow)
00 so
SnohomishOnlina Government Information & Services
County4*
Washington
` R E A L * Property.Inforniation
County Horne Assessor Home Treasurer Home Infon-nation on which Dep
I -qrtment to contact
Please view Disclaimer If you have questions, comments or suggestions, please Contact Us.
Date/Time:12/12/200811:13:17AM AnswerstoFre
Auently Asked Questions about Parcel Data (opens as new window)
Return to PropeLly Information Entry page
Parcel Number 00566900600106 Prev Parcel Reference 56690060010601
View Map of this parcel (opens as new window)11
General Information
Taxpayer Name 11 Address (contact the rreasurer if you have questions)
CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA
98155
If the above mailing address is incorrect and you want to make a change, see the information on Name and
Address Chanpes
OwnerNarrie 11 Address (contact the Assessor if you have questions)
CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA
98155
If the above name and address is incorrect due to a recent sale, please see the information on Name and Address
Changes After a Sale
Street (Situs) Address (contact the Assessor if you have questions.)
21020 70TH AVE W --- EDMONDS, WA 98026-7202
Parcel Legal Description
Section 20 Township 27 Range 04 Quarter SW -- SEATTLE HEIGHTS DIV 4 BLK 006 D-06 - E 208FT
OF LOT I & LOT 2 SD PLAT EXC N I 10.00FT THOF & EXC E 109.00FT THOF TGW S 12.00FT OF E
109.00FT THOF OF SD LOT 2 AKA PAR B CITY OF ED LLA LL-2007-0078 AFN 200711155002
Go to top of page
Treasurer'sTax Information
Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new
window)
2008 Taxes for this parcel $2,510.87
Payments: Receipt No. 4395066] 4/9/2008 $1,120.071 Receipt No- 4723941 10/22/2008 $1,390.801
(Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late
payments. LID charges, if any, are not included.)
To obtain a duplicate tax statement, either download our Tax Statement Request forni or call 425-388-3366 to request it by
phone.
Go to top of page
Assessor's Property, Data Characteristics and Value Data below are for 2008 tax year.
Please contact the Treasurer's office for answers to questions about Taxes (opens as new window)
For questions ONLY about property characteristics orpropertv values (NOTta-yes),
0*
please contact the Assessor's Office
Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons
Values exemption.
Reductions for exemptions are made on the property tax bill.
Tax Year 2008 Market Land $317,200 Market Improvement $01 Market Total $317,2001
Tax Year 2009 Market Land $378,500 Market Improvement $01 Market Total $378,500
Go to top_gf "a),e
Valuation, Payment, and Property Tax History
View 1-listory (opens as new window)
Go to top of pa-,e
Property Characteristics
Tax Code Area (TCA) 00217 View Taxing District for this Parcel (opens as new window)
UscCodc 910 Undeveloped (Vacant) Land
SizeBasis ACRE size 0-33 (Size mav include undivided interest in common tracts and road parcels)
Go to top of pag
Property Structures
No structures found for this parcel
Go to top of pap
ge
Propert,%, Sales since 7/31/1999
1
Explanation of Sales Information (opens as new window)
Sales data is based sole1j, upon e-rcise affidavits processed by the Assessor.
Transfer Receipt
Sales Excise
Deed
Other
Grantor (Seller)
Grantee (Buyer)
Date Date
Price Number
Type
Parcels
1/27/2006 3/14/2006
$0 398029
W
CONWAY TERRENCE &
CRE PROPERTIES LLC
No
CLAIRE
12/19/2005 12/28/2005
$800,000 101399
W
HEDIN WILLIAM JR &
CONWAY TERRENCE &
Yes
JOYCE
CLAIRE
6/8/2000 1/1/1900
$400,000 257278
W
SHEPPARD GENE WILLIAM
HEDIN JR WILLIAM
Yes
AND EVELYN
ANDJOYCE
Go to top of pag
Property Maps Township/Ranp-e/Section/Quat-ter, links to maps
Neighborhood 5604000 Explanation of Neighborhood Code (opens as new window)
Township 27 Range 04 Section 20 Quarter SW Find parcel maps for this Township/Ra ge/Section
r_-
11 View Map of this parcel (opens as new window)
Pagelofl
Coccia, Gina
From: Mike Adams [MAdams@TGBArchitects.com]
Sent: Monday, April 27, 2009 11:38 AM
To: Coccia, Gina; Umbaugh, Theresa
Subject: FW: TC Span America Employee Count
Gina,
STREET FILE
Per our conversation last week you are able to adjust the parking requirements based on the current status of the
CRE Properties project. The parking requirements are based on 2 variables; the square footage of the office
space and the number of employees in the manufacturing departments. At the time of your approval the company
had 10 manufacturing employees and has currently reduced the number to 8 employees. We would like to reduce
the required parking by one stall based on the new employee numbers. Please see below for the new parking
calculations.
Parking Requirements:
One stall shall be provided per every 2 employees for the manufacturing and 1 stall per 400 s.f. of office space.
Manufacturing employees: 8 4 stalls required
Office square footage: 1,517 s.f. 4 stalls required APPROVED By PLANNING
Total required parking: 8 stalls 16Y. LZI/MA&I" 04,119.09
Provided parking: 8 stalls %J I
Please let me know if this is acceptable and I will come done and redline the parking plan to the new
requirements.
Regards,
Mike Adams
From: Terry Conway [mailto:tpc@tcspanamerica.com]
Sent: Tuesday, April 21, 2009 10:00 AM
To: Mike Adams
Subject: TC Span America Employee Count
Hi Mike,
The number of employees that we have in our manufacturing department is 8.
4 screen printers
2 embroidery people
1 screen cleaner/maker
1 fold ing/packag ing/shipping person.
Terrence Conway
TC Span America
CRE Properties
4/28/2009
epO
CITY OF -EDMONDS GARY HAAKENSON
MAYOR
121 5TH AVENUE NORTH . EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
117 C. 1 SoQj
June 27, 2002
Current Occupant
'21010 70th Avenue West
Edmonds, WA 98026
RE: Parkine Restriction on 70'h Avenue West
The City of Edmonds has been made aware of an unsafe parking practice that is occurring along
the east side of 70'h Avenue West. Residences* along the east side of 70ffi Avenue West are
concerned about pedestrian safety issues created by commercial parking overflowing onto the
street. It is unsafe for residents to enter into traffic when vehicles are parked next to their
driveways, blocking fines of sight. These residents also find it very difficult to find parking in
front of their homes.
These residents have requested that the City install no parking signs along the eastern half of 70'h
Avenue West. They realize they live in a commercial zone of the City and respect your right to
own and operate a business. They are not concerned with intermittent customer parking;
however, they take exception to vehicles parking in front of their homes over extended periods of
time throughout the day.
The City desires that the local business community self -regulate this parking situation. In order
to reduce the hazard and enhance public safety, the City of Edmonds requests that you direct
your staff not to park on the east side of the street.
I appreciate your time in addressing this issue with your staff. Please feel free to call me with any
questions or concerns you may have at 425-771-0220, Ext. 1328.
Sincerely,
04-W
DARRELL C. SMITH, P.E.
Traffic Engineer
DCS/cmc
Enclosure
c: David K. Gebert, City Engineer
Jim Kammerer, Street Division Manager
Q\Docunients and Sedings\cwtisVAyDocummu\Engsoc\TRAAqdneevpwategiAng4wd&l, 1890
Sister City - Hekinan, Japan
M
e 1"11011;r
A,A
low'o, IOTI� Aw" W
4evaw
TC Span - mongment.pit 4/3/2009 11:23:42 AM Scale: 1:14.46 Height: 119.284 Length: 100.035 in
35.5"
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PROPOSED
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WAREHOUSE SPACE
EXIST. BLDG.
S 89'17'0
EXISTING BUILIDI G
� k
2—STORY
EMBROIDERY/
OFFICE SPACE
LINE OF PROPOSED 10'W-
DRAINAGE LASEMEN1
(5- FROM EACH PROPERTY)
LINE OF PRopm
U111LITIES/DPAINAGE
49-0' 12'-8 /4' EASEMENT
'W
"p, SE SO SO SO SO
CT SO SO SO SO SO
8,-6*
S 89'18'02" 11(9.25'
'18'02"
TRASH ENCLOSURE
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04
BUILDING
S 89*18'02" W 208. 10' DOMING RETAIMING WALL-/
I" - lo*-r
CONsnwcnow Tff
TYPE V-A (FULLY S14000,111111)
OCCUP1110a
WARDIOUM* GROUP 8
OFFICE aw 0
OCCUP110a SEPERATO
GROUP 8 - CROLIP 9: NONE
ZONE CLAWCAMM
GEMEM COMMEAM CG2
LMAL DESCRIPTION
THE EAST 20LOD FEET OF L075 I AND 2 BLOM 6. SEATTLE Hmars
DINISION NO. 4. ACCORDING TO THE PLAT kFW� IN VOLUME 9 OF
PLATS. PACE It. RECORDS OF SNOHOMISH COUNlY. Wxviamctft
EXCEPT THE NORTH 110.00 FEET THEREOF.
TAX PARCEL NUMBERS
005669OD600;02
DD56690DODO 06
0056690DSDD200
0 S' IV EE=mi
SITE WVWTION
STREET SETB%M- 4-
SIDEIREAR SETBACK NONE
MAX HMO: 751-V
SITE AREA 14.739 S.F.
PAR00 REQUIR000
ONE STALL SHA. BE PROADED PER EYR 2 EMPLOYEES FOR THE
"FACTURING AND I STALL. PER 400 S.F. OF OFFICE SlACL
WXFACTUI" EWFLOYEM' 10
OFFICE SDJARE FOOTAGE' 1 .517 S.F.
REQUIRED PARIM I STALLS
PROMED PARKINQ' 10 STALLS
BUUXNG AREA
WARENOUSL, 6,154 S.F.
EMBROIDERY DEPARTMENT: 867 S. F .
OFFICE FIRST FLO0Fc 233 S.F.
COMMON AREA FIRST FLOOR: 490 S.F.
1184 S.F.
TOTAL' 9.028 S.F.
PRWEC`r DMCRPTION
THE PROJECT WILL CONSIST OF L07 LINE ADJUSTMENTS TO CREATE A
PIECE OF PROPERTY THAT WILL ACCOMMODATE A NEW WOOD FRAMED
WAREHOUSE BUILDING WITH A 2 STORY OFFICE WING ATTACHED. THE
WAREHOUSE AND OFFICE SPACE WILL BE USED BY A SCRIMN
PwTuva0wom CDmw.
PROJECT TEAM
OWNER:
CRE PROPERITTES, LLC
2102D 70TH AVE W
EDMONDS, WA NOM
ARCHITECT:
TAYLOR GREGORY 05FEEglg
219111 7M AVE IT SUITE 21D
EDMONDS. WA 28026
CONSULTANT: SURVE
CHENDWETH & ASSOCIATES, INC
18130 MOVALE AVE. N., STE. A
SEATTLE Wk 95133
EXIST. BLDG.
FAX.
PHONE, (425) 77a-15M
01B
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TERRENCE CONWAY
CRE Properties LLC
21020 70TH AVE. W.
EDMONDS WA 98026
COVER SHEET
vek cle5 ARCHITECTURAL
SITE PLAN
"y V( ISSUANCE
Z APR 03' 2009
41
B%p
ENT
01
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-
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INDEX OF SHEETS
AIM COVER Sion / NammRAL SIR PLAN
SVIM SITE SURVEY
SFTE
4"
MAR 2 4 2009
LIM LANDSCAPE PLAN
&to FLOOR PLAIN - nm ARG SECOND FIXOM
AlOGI DaERIOR ELIVATIONS
A4M SULDING SECTIONS
v—
7.
PROJECT INFORMATICH4
140TED
P—CT NO, 06131
PROJECII�MANAGEW MOA
/ED As
DRAWN BY: MOA
NBERT OU40WETH G
PHONE (205)-542-2188 EN
=14.21LI.12-- ADB SUBMITTAL
AUGUST 31, 2007
NORTH
SHEET NO
Date: VICINITY MAP A11.00
NOT TO SCALL
r,
TC Span�- monument.pit 4/3/2009 11:23:42 AM Scale: 1:14.46 Height: 119.284 Length: 100.035 in
13 sqf t
35.5"
GRADE
.125 Aluminum composite
with vinyl graphics
T CAS PAN I F
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MERICA
21020 701h Avenue West
E
52.75"
te x L
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GENERAL COMMERCIAL CG2
MAL DESCMMM
THE EAST 20&OD FEET OF LOTS I AND 2 BLOCK 6. SEATTLE HEIGHTS
WtSON NO. 4. ACODMG TO THE PLAT kCORDED IN VOLUME 9 OF
PLATS. PAM I , . REMICS OF SNOKOMRSH COUNTY, WASHINGTON;
EXCEPT THE NORTH liO.00 FEET THEREOF.
TAX PARCM RUISM
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005MOO60020D
EXIST. BLDG. J,
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S 89*17'06" W 99-05'
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LINE OF PROPOSED 10
DRAK4GE EASEMENT
(5- FROM EACH PROPO"
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S 89*18'02" W 208. 10' \- DDSW RETAINING
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M0 HEM". 75,-0'
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PAFMG REWREkM
ONE STALL SPA BE PROVIDED PER EVR 2 EMPLOYEES FOR THE
MANJFACTURING. AND i SIALL PER 400 SF. OF OMCE SPACE.
MANUFACUM EMPLOYEES: 10
OFFICE SOUNRE FOCRAGE. 1 .517 S.F.
RE)OUIRED PARIM I STALLS
PROPAIDED PAFOM 10 STALLS
BUWNG AM
WARDUJSF 6.154 S.F.
0001DERY DEPARTMENT: 867 S.F.
OFFICE FIRST FUOM 233 S.F .
FLOOR, 490 S.F.
ws==
TOTAL, 9.028 .
PRWECT DMRIFIM
THE PROJECT WILL GGNW OF LOT UNE ADJUSIMENTS TO CREATE A
PTECE OF PROPERTY THAT WILL ACCOMMODATE A NEW WOOD FRAMED
WAREHOUSE WOW WTTH A 2-STORY OMCE WING ATTACHED. THE
WAREHOUSE AND OFFICE SPACE WLL BE USED fff A SCREEN
PRINTER/EMEORORTM COMPANY.
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STREET FILE
TERRENCE CONWAY
CRE Properties LLC
2 020 70TH AVE. W.
2MONDS WA 98026
- SD — SO — SD SD SD % I
4#1 COVER SHEET
S 89* 18'02" 109.25' ARCHITECTURAL
SITE PLAN
N
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INDEX OF SHEETS
NNER:
Al.OD
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CDVER SHEET / AR00TECTUPAL SffE PLAN
SrrE SURVEY
LANDSCAPE PLAN
CRE PROPERTIES, UC CONTACT: TERRENCE CONWAY
2102D 70TH AVE W
EDMONDS. WA 98026
PHONE-' (42 774-3M'
5)
FAX.- (425) 774-771B
A2 .10
FLOOR PLAN - r[RST AND SECOND ROM
tPc0tcq—m,ri-
A3.00,
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ACOD
SUUM SECIDONS
21911 76TH AVE W SUITE 210 PHONE. (425) 778-153D
mumm TA 98m FA)L* (425) 774-7903
CKDONETH & ASSOCLATES. INC
18130 MVVALE AVE N� STE. A
SEATTLE WA . 98133
CONTACT: ALBERT CHENOWETH
PHONE. (206)-542-
FAX' (425)-672-&'
?FOED NS
Date..
Qv
R U
APR 0 3� 2009
-SUB
MAR 2 4 2009
It
LIOUT)ON
PROJECT INFORMATK)N
PROJECT NO: 06131
PROJECT MAKAr.ER, MCA
DRAWN BY: MCA
ADB SUBMITTAL
AUGUST 31, 2007
NORTH
KE1 N
t-lClITY MAP
A1.00
NOT TO SCALE
00041 d
J332LJ6
. JS
144
CkY13AI WJ5;vj-
STREET FILE
Drainage Report & Calculations
ep I "'J �
FOR
Copway Warehouse
_59*701h Avenue West
onds, WA 98026
Glif
WA
2S385
I
NAL
I Tx7p RES 9/5
CG Engineering Project No. 07259.20
April 18, 2068
ENGINEERING
2504 1h Avenue S, Suite 200
Edmonds, WA 98020
U,
3j
RESue
MAY 05 2008
0 C�_
DRAINAGE "PORT C�_
ENGPi&RING
ATTACHMENTS:
Drainage Report Overview
Vicinity Map
Detention Calculations & Design Specifications Summary
Detention Pipe Sizing Calculations
Storm Flow Rate Calculations (Pre -developed)
Time of Concentration Calculations (Existing)
Time of Concentration Calculations (Developed)
Drainage Area & Tc Map (Existing)
Drainage Area & Tc Map (Developed)
Storrn Flow Rate Calculations (Developed)
Recurrence Interval Table
Runoff Curve Number Table
Correction Factor Table
"n" and "k" Value Table
Contech Stormfilter Details
Drainage Report & Calculations for CONWAY WAREHOUSE — Prj # 07259.20 Page 13
DRAINAGE REPORT
= C�_
ENGRi-EERING
PROJECT OVERVIEW:
The project is located at 21020 701h Avenue W in Edmonds, Washington. The project
site consists of an irregularly shaped parcel encompassing approximately 0.3 * 0 acres.
Development on site will consist of a 7,744 square foot warehouse and office building. A
vicinity map is included in this report.
EXISTING CONDITIONS:
The existing project site is currently an open grass field used for equipment storage. The
site is relatively flat, with slopes ranging from 0-3%. For the most part, runoff flows to
the south and east towards 70'h Avenue W. Currently there is an existing storm drainage
and detention system crossing the site from the north and exiting on the east heading
towards the storm drain system on 701h Avenue W.
The pre -developed flow rates for the 2-year, I 0-year, and I 00-year 24-hour storms are
0.02, 0.05 and 0. 11 cfs respectively. See HYD SBUH calculations included in this report.
The site can currently be entered only through an entrance on the southeast comer of the
lot which connects to 70th Avenue W.
There are no wetlands on -site or down stream from the site.
DEVELOPED CONDITIONS:
The developed site will consist of a 7,744 square foot warehouse and office on the north
and west portions of the site. Impervious areas on the site also include asphalt driving
surfaces.
Access will be located at the southeast comer of the parcel, and will only be accessible
from 701h Avenue W.
Storm water runoff from the impervious areas on the site will be captured and drained
into a 49 inch by 33 inch arch diameter detention pipe extending 70 lineal feet along the
south property line. The runoff will pass through a flow control structure that will release
flows at rates equal to or less than the existing flows on the site into a new catch basin in
the parking lot of the adjacent parcel to the east. An existing drainage easement will
allow for the construction of the off -site storm drain connection.
Catch basins surrounding the site are not very deep, and because the site is so flat, fill
will need to be added to the site in order to have enough elevation to properly convey all
of the runoff. It is required that the stormwater detention pipe has at least 24 inches of
cover.
The developed flow rates for the 2-year, I 0-year, and I 00-year 24-hour storms are 0.08,
0. 12, 0.19 cfs respectively. See HYD SBUH calculations included in this report.
Drainage Repori & Calculations for CONWAY WAREHOUSE — Prj # 07259.20 Page I I
DRAINAGE REPORT
= C M
ENGIN-EIERING
WATER QUALITY:
Water quality will be achieved through the use of a stormwater cartridge filtration system
provided by Contech Construction Products, Inc. via a '/2foot of dead storage within the
49 inch by 33 inch arch detention pipe. This will allow suspended silts and particulates
adequate settling time to be removed from the stormwater. The 6-month, 24-hour storm
event, which is the water quality storm flow is calculated to be 0.01 cfs. (See attached
HYD SBUH calculations). The area of pollution generating surface is 2,947 square feet
or 0.0677 acres. A single cartridge treatment catch basin should be adequate to treat flow
up to 0.03 cfs, which will cover storm events up to and including the I 0-year, 24-hour
event. Details of the stormfilter catch basin are included at the back of this report.
OFF SITE ANALYSIS:
There is an existing storm drain and detention system that enters the site from the north
and exists to the east toward an existing storm drain running north to south along 701h
Avenue W. The existing system appears to be adequate enough to properly account for
the upstream drainage.
There do not appear to be any downstream problems regarding the site, and the proposed
development is not expected to contribute any negative impacts. After being detained in a
49 inch by 33 inch arch detention pipe and run through a flow control structur, surface
water will be sent into the existing system of catch basins and pipes on 70'h Avenue W.
This water will flow southwesterly.
EROSION AND SEDIMENT CONTROL:
Clearing limits are delineated on the engineering plans and will be flagged in the field
prior to the start of construction. A filter fabric fence will be installed around the north
and west sides of the site along the property lines. The filter fabric fence will be checked
periodically during the wet season. It will be inspected during and after any heavy
rainfall. Damage will be repaired prior to leaving the site.
The fence shall be removed within 30 days after the site has been stabilized. Any
disturbed areas resulting from construction or removal of the erosion control measure
shall be stabilized. If possible, the clearing and land alteration work will be scheduled in
the dry season. Trapped sediment will be removed or stabilized on site.
A gravel construction entrance will be placed on the northeast comer of the site prior to
any clearing for the new condos to minimize truck tire soil tracking. If construction
vehicles transport soil and/or debris onto road surfaces, the roads shall be cleaned
thoroughly at the end of the day. Sediment shall be removed by shoveling and sweeping
and transported to a controlled sediment disposal area. Street washing shall be allowed
only after sediment is removed in this manner.
Drainage Report & Calculations for CONWAY WAREHOUSE — Pri # 07259.20 Page 12
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Vicinity Map
No Scale
Detention Calculations and Design Specifications of
Detention Volume Worksheet for Conway Warehouse on 70" Ave. W
in the City of Edmonds Wa.
Basis for the design on the DOE Standards for Detention of matching of the existing 2yr.
I Oyr./ I 00-yr. storm release rates.
Use King County HYD program for Detention Volume Calculations
Soil Type: Alderwood Type - "C"
Total Basin A Development Area: 0.30 acres
Predevelopement-:
Pervious Area = 0.29 acres with CN = 84 ( 60% / 90 & 40% / 74)
Impervious Area = 0.01 acres with CN = 98
Travel Time (Tt) = 5 min.
Pror)osed develooment :
Pervious Area = 0.06 acres with CN = 86
Impervious Area = 0.24 acres with CN = 98
Travel Time (Tt) = 5 min.
% Impervious Area : 80 % / correction factor of 42 % volume increase
Storm for Area: 24 hour Type IA (Snohomish County)
2-yr I 0-yr. I 00-yr.
1.5 in. 2.0 in. 3.0 in.
Calculated Storms Volumes and Release Rates to match the followin
2-year Dev match 2-year existing
I 0-year Dev match 2-year existing
I 00-year Dev match / I 0-year existing
Storm (cfs) Existing Developed Target Actual Depth(ft.) Volume (cu. ft.)*
2-year 0.02 0.08 0.02 0.02 1.06 290
1 0-year 0.05 0.12 0.05 0.05 1.36 370
1 00-year 0.11 0.19 0.11 0.09 2.20 580
calculated using DOE 2001 requirements for 42 % enlargement
orifice requirements: 0.67 in bottom / middle 1. 18 in. @ 1.00 ft
top 1. 10 in. @ 1.25 ft.
Required 49"x33" diameter pipe volume = 580 cubic feet
Design L ive storage length = 71.2 ft. of 49"x33" diameter pipe
Actual length of pipe = 70 ft. (60 x 8.16 square feet of area = 514.5 cubic feet)
Catch basin Volume = (12.56 square feet x 2.75 ft x 2) = 69.1 cubic feet
Volume in 24" diameter CMP connector pipe = (3.1416 square feet x 4 ft) = 12.6 cubic feet
Total volume = 596.2 cubic feet
Conway Warehouse 49x33 in Arch Detention Tank
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management DiVision
HYDROGRAPH PROGRAMS
version 4.21B
1 - INFO ON THIS PROGRAM
2 - SBUHYD
3 - MODIFIED SBUHYD
4 - ROUTE
5 - ROUTE2
6 - ADDHYD
7 - BASEFLOW
8 - PLOTHYD
9 - DATA
10 - RDFAC
11 - RETURN TO DOS
ENTER OPTION:
10
R/D FACILITY DESIGN ROUTINE
SPECIFY TYPE OF R/D FACILITY:
1 - POND 4 - INFILTRATION POND
2 - TANK 5 - INFILTRATION TANK
3 - VAULT 6 - GRAVEL TRENCH/9ED
2
ENTER: TANK DIAMETER (ft), EFFECTIVE STORAGE DEPTH (ft)
4,2.75
ENTER [d:)[path]filename[.ext] OF PRIMARY DESIGN INFLOW HYDROGRAPH:
100YRDEV.EXT
PRIMARY DESIGN INFLOW PEAK .19 CFS
ENTER PRIMARY DESIGN RELEASE RATE(CfS):
0.11
ENTER NUMBER OF INFLOW HYDROGRAPHS TO BE TESTED FOR PERFORMANCE (5 MAXIMUM):
3
ENTER [d:][path]filename[.ext] OF HYDROGRAPH 1:
2YRDEV.EXT
ENTER TARGET RELEASE RATE(CfS):
0.02
ENTER [d:][pathlfilename[.ext) OF HYDROGRAPH 2:
10YRDEV.EXT
ENTER TARGET RELEASE RATE(CfS):
0.05
ENTER [d:][path]filename[.ext] OF HYDROGRAPH 3:
100YRDEV.EXT
ENTER TARGET RELEASE RATE(CfS):
Page 1
Conway warehouse 49k33 in Arch Detention Tank
0.11
ENTER: NUMBER OF ORIFICES, RISER-HEAD(ft), RISER-DIAMETER(in)
3,2.75,12
RISER OVERFLOW DEPTH FOR PRIMARY PEAK INFLOW = .07 FT
SPECIFY ITERATION DISPLAY: Y - YES, N - NO
N
SPECIFY: R - REVIEW/REVISE INPUT, C - CONTINUE
R
SUMMARY OF INPUT ITEMS
1)
TYPE OF FACILITY: TANK
2)
TANK DIAMETER(ft), STORAGE DEPTH(ft):
4.00, 2.75
3)
VERTICAL PERMEABILITY(min/in): .00
4)
PRIMARY DESIGN HYDROGRAPH FILENAME:
100YRDEV.EXT
5)
PRIMARY RELEASE RATE(CfS): .11
6)
NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD 1 FILENAME: 2YRDEV.EXT
TARGET RELEASE(CfS):
.02
TEST HYD 2 FILENAME: 10YRDEV.EXT
TARGET RELEASE(CfS):
.05
TEST HYD 3 FILENAME: 100YRDEV.EXT
TARGET RELEASE(CfS):
.11
7)
NUMBER -OF -ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): 3, 2.75,
12
8)
ITERATION.DISPLAY: NO
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED):
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 996 cu-FT
BOTTOM ORIFICE: ENTER Q-MAX(CfS)
0.02
DIA.= .67 INCHES
MIDDLE ORIFICE: ENTER Q-MAX(CfS), HEIGHT(ft)
0.05,1
DIA.= 1.18 INCHES
TOP ORIFICE: ENTER HEIGHT(ft)
1.25
DIA.= 1.10 INCHES
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
.19
.11
.11
2.74
461
TEST HYD 1:
.08
.02
.03
1.13
220
TEST HYD 2:
.12
.05
.07
1.63
310
TEST HYD 3:
.19
.11
.11
2.74
460
SPECIFY: D -
DOCUMENT,
R - REVISE, A.-
ADJUST ORIF,
E - ENLARGE,
S STOP
E
ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED
STAGE HEIGHT, TO PROVIDE A FACTOR OF SAFETY.
Page 2
Conway warehouse 49x33 in Arch Detention Tank
ENTER: STORAGE -INCREASE(%), STAGE-HEIGHT(ft)
42,2.75
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
.19
.11
.09
2.20
580
TEST HYD 1:
.08
.02
.02
1.06
290
TEST HYD 2:
.12
.05
.05
1.36
370
TEST HYD 3:
.19
.11
.09
2.20
580
SPECIFY: D
- DOCUMENT,
R - REVISE, A
- ADJUST ORIF,
E - ENLARGE,
S - STOP
D
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
DESIGN HYD:
.19
.11
.09
2.20
580
TEST HYD 1:
.08
.02
.02
1.06
290
TEST HYD 2:
.12
.05
.05
1.36
370
TEST HYD 3:
.19
.11
.09
2.20
580
STRUCTURE DATA: R/D TANK (FLAT GRADE)
RIStR-HEAD
TANK-DIAM
STOR7-D�PTH TANK
-LENGTH STORAGE -VOLUME'
2.75 FT
4.00 FT
2.75 FT
71.2 FT
655 CU-FT
TRIPLE ORIFICE RESTRICTOR:
BOTTOM ORIFICE:
MIDDLE ORIFICE:
TOP ORIFICE:
ROUTING DATA:
STAGE(FT)
.00
.28
.55
.83
1.00
1.10
1.25
1.38
1.65
1.93
2.20
2.48
2.75
2.85
2.95
3.05
3.15
3.25
DISCHARGE(CFS)
-.00
.01
.01
.01
.01
.02
.03
.05
.07
.08
.09
.10
.11
.42
.99
1.72
2.51
2.80
AVERAGE VERTICAL PERMEABILITY
DIA(INCHES)
.67
1.18
1.10
STORAGE(CU-FT)
.0
.0
.0
.0
279.4
307.5
349.2
383.4
455.7
522.5
581.4
628.8
655.6
655.6
655.6
655.6
655.6
655.6
HT(FEET)
Q-MAX(CFS)
.00
.020
1.00
.0so
1.25
.040
PERM-AREA(SQ-FT)
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0 MINUTES/INCH
SPECIFY: F - FILE, N - NEWJOB, P - PRINT IF/OF, R - REVISE, S - STOP
F
ENTER [d:][path]filename[.ext] FOR STORAGE OF ROUTING DATA:
421NDETN.EXT
Page 3
2-year Pre -developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water management Division
HYDROGRAPH PROGRAMS
version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
I - S.C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
I
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,1.5
----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.29,84,0.01,98,12
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 84.0 .0 98.0 12.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.02 7.83 481
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
2YRPRE.EXT
Page 1
10-year Pre -developed,
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management Division
HYDROGRAPH PROGRAMS
version 4.21B
1 - INFO ON THIS PROGRAM
2 - SBUHYD
3 - MODIFIED SBUHYD
4 - ROUTE
5 - ROUTE2
6 - ADDHYD
7 - BASEFLOW
8 - PLOTHYD
9 - DATA
10 - RDFAC
11 - RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPEC IFY STORM OPTION:
1
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
10,24,2
----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
------------------------------------------- 7 --------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.29,84,0.01,98,12
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS �IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 84.0 .0 98.0 12.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.05 7.83 846
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
10YRPRE.EXT
Page 1
100-year Pre -developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
100,24,3
----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.29,84,0.01,98,12
DATA PRINT-OUT:
AREA(ACRES)
.3
PERVIOUS
A CN
.3 84.0
PEAK-Q(CFS) T-PEAK(HRS)
.11 7.83
IMPERVIOUS TC(MINUTES)
A CN
.0 98.0 12.0
VOL(CU-FT)
1694
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
100YRPRE.EXT
Page 1
2-year Post -developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,1.5-
----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.06,86,0.24,98,10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .1 86.0 .2 98.0 10.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.08 7.83 1221
ENTER [d:][path]filename[.eXt] FOR STORAGE OF COMPUTED HYDROGRAPH:
2YRDEV.EXT
Page 1
10-year Post -developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management'DiVision
HYDROGRAPH PROGRAMS
version 4.21B
1 -
INFO ON THIS PROGRAM
2 -
SBUHYD
3 -
MODIFIED SBUHYD
4 -
ROUTE
5 -
ROUTE2
6 -
ADDHYD
7 -
BASEFLOW
8 -
PLOTHYD
9 -
DATA
10 -
RDFAC
11 -
RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1 -
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
10,24,2
----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.06,86,0.24,98,10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .1 86.0 .2 98.0 10.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.12 7.83 1729
ENTER [d:)[path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
10YRDEV.EXT
Page 1
100-year Post -developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management Division
HYDROGRAPH PROGRAMS
version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
100,24,3
----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.06,86,0.24,98,10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .1 86.0 .2 98.0 10.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.19 7.83 2772
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
100YRDEV.EXT
Page 1
6-month POSt-Developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management DiVision
HYDROGRAPH PROGRAMS
version 4.21B
1 -
INFO ON THIS PROGRAM
2 -
SBUHYD
3 -
MODIFIED SBUHYD
4 -
ROUTE
5 -
ROUTE2
6 -
ADDHYD
7 -
BASEFLOW
8 -
PLOTHYD
9 -
DATA
10 -
RDFAC
11 -
RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
2,24,0.96
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
6 Month 24-HOUR STORM **** .96" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.00,86,0.0677,98,10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.1 .0 86.0 .1 98.0 10.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.01 7.83 184
ENTER [d:][path]filename[.eXt] FOR STORAGE OF COMPUTED HYDROGRAPH:
6mondev.ext
Page 1
10-year water Quality Post -developed
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management Division
HYDROGRAPH PROGRAMS
version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
2
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S..C.S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S.C.S. TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
1�0,24,2
-----------------------------------------------------------------------
S.C.S. TYPE-1A DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.00,86,0.0677,98,10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.1 .0 86.0 .1 98.0 10.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.03 7.83 435
ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
10yrwqst.ext
Page 1
Time of Concentration ( T, Existing Conditions
for: Conway Warehouse, Edmonds Washington
Sheet Flow - Segment I
L = 66 ft
NS = 0.24
Dense grass
P2 = 1.50 in
2-year
so = 0.0364 ft / ft
Tt = 11.64 min
Shallow Channel Flow - Segment 2
L = 25 ft
K = I I
Short grass
so = 0.18 ft / ft
Vo = 4.72 ft / sec
T, = 0.09 min
Total
11.72 Minutes
Use:
12.00 Minutes
Time of Concentration
By Cl;tA
Dw 4/15/2008
ChU
Dwe
0
ENGINEERING
Existing Conditions
250 4th Ave. South
swc
N.T.S.
Shm No
Suite 200
Edmonds,WA98020
Conway Warehouse
Job No.
07259.20
Time of Concentration ( T, ) - Developed Conditions
for: Conway Warehouse, Edmonds Washington
Sheet Flow - Segment I
L = 25 ft
NS = 0.24 Dense grass
P2 = 1.50 in 2-year
so = 0.01 ft / ft
Tt = 8.97 min
Shallow Concentrated Flow - Segment 2
L = 84 ft
K = I I Short grass
so = 0.010 ft/ft
VO = 1.10 ft / sec
Tt � 1.27 min
Shallow Concentrated Flow - Segment 3
L = 37 ft
K = 27 Paved Area
so = 0.033 ft/ft
V() = 4.92 ft / sec
T, = 0.13 min
Total 10.37 Minutes
Use: 10 Minutes
Me of Concentration By CRA 1)3o' 4/15/2008
0 Developed Conditions chkd Dam
ENGINEERING Scale N.T.S. Shect No
Suite 200 Job No.
Edmonds, WA 98020 lConway Warehouse 07259.20
109.05 s M7,06, W
I c— s-
71eg- a 99.05
r
—:/ — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
Shallow Concenlrbted Flow egment 12
f
GrosseaS\urface (k = 11)
L = 25 ft. SLope = 0.1840 ft/ft
Travel time 9,09 min.
Sheet Flow Segment 11
\Dense Gross surface(n=0.24)
b�66 ft, Slope = 0.0364 ft/ft
111� 8.� Tr"l time 11.64 min.
END OF FLOYI?ATH
A1
42!020
F 40920
START OF FLOW TH
o
o
13 03. Z—.
MD �a)
anger IL
s anger w s argot w
Nw
is
30'
Drainage Area & Time of Concentration
Existing Conditions
Scale: I' = 30' 6
Sheet Flow SqmM I fl
Dwse (ho n-0.24)
L-25 ft go" - a 0 ft
Tmw time - &97 +kL IT,-
WAIR I
IM" G s 017'Or W
99..
KM
-------- ---------
- — — — — — — — — — — — —
STAkt ZF FLOWAII)i
jr
y
T .%wrW #2
W
OR
PROPO
BUILDI
F.F.E.= 409 j :j:
F,< BU I L D P
WAREHOUSE SPA E-'
:A:-X
2
A
Sam C&Mtrated Pew swiffit J3
(k �,27)
L.-(37 a=2 lt/A
DIV) OF Alt CW
�- w.� � — -- — -- — -- — -z — -z — - ------- — -- ----
T MIMS w — — — — — — —
2-STORY
EMBWIDERY/
OFFICE SPACE
z-Tovs)
(, ITS
lmo n)
sL
K/ /a,
Al
L_-:-j
s w1rof v 2alo s MrInr I r
l.tS 0 AND
�A mD cwR 4�
—ST �R a BAV �j ft� 0.2 �AT B— FAI NL
— (—f- W SETY MI A � �� . ; - I
.23 ITS, 0' c.-"
r- EIS�' "Q2 2'
D's,, 12
11 T I
MT. At UT.
B-
3 p Ks, M,
IN (4, ;2,� �N :ao
4 3
Drainage Area & Time of Concentration
Developed Conditions
swe: f -.w
Snchornish County Addendum To Ecclogy S-tormwater N'lanual
Table of rainfall depths for 24-hours st-orms at Various recurrence interials
Th-= Ccuntv has C21CU12ted rainfall decth,_- fOr the 2Fe2s in T abl_= X,
based on the isccluvial r,-,2cs publisherd by the Naticnal Oc_:=2nic and
Atmcsphe�ic Ad. min istraticn A.'Llas 2, Vclume IX. These values shall be usedd for
desicn. For ar-=as nct desion shiall be based on values shcwr-, cn the
L
iSCP!UV1;2! Ma-S.
Table X
'Rainfall depths for 24-hours storms at various recurrence interials
Recurrence Interval
Sectioni
2 yr
5 yr
10 yr
25 yr
50 Yr
100 yr
Township/
Ranae
3-27 4
1 .4
1.8 2. 1 2.6
3
1.7
2.2
2.4
2.9
3.2
3.6
K _= r� 2 r CJ -_ C C M. r
1 E-27_� JF1.6
2.1
2.3 2.8
3. 1- i
20-4!
1 . 2.2
1 2.4 2.9
-2 5, - 9- 7
1.9
2.4
2.7
3. 1
13.4
2 Ez - 2 7 - 5
1
2.3
2. E.
3. 1
3.3
3.7
3 4 - 227
-1.8
2.2
2.6
3.
1 3.7
SE Ccr. 34-2Ei'
11 . 5
1.9
2.11
2.6
0
L_2:'X' e Se- e
30-28-5
1.6
2.0
2.3
2. 8
MCCCIlum Park
12;-2c_-5
1.8
2.2
2. 1j
3.0
3. 2
;-;;= r Vil 12 C :=
Frcmi
_Sr. %/,F r.
3.9
i i
F_VA',*,uO& tVA t Ed
_F7710-
CONWAY 1J1qgE:140U_�C_
Table 2.3
Runoff Curve Numbers for Selected Agricultural, Suburban, and Urban Areas
(Sources: TR 55- 1986. and Storrnwater Manaeernent Manual. 1992. See Section 2. 1.1 for explanation)
CNs for hydrologic soil —group
Cover type and hydrologic condition. A B
C D
Curve Numbers for Pre -Development Conditions
Pasture, grassland. or tange-continuous forage for grazing:
Fair condition (ground cover 50% to 75% and not heavily grazed). 49 69
79Fjr84
Good condition (ground cover >75% and lightly or only occasionally grazed) 39 61
74— 80
Woods:
Fair (Woods are grazed but not burned, and sorne forest litter covers the soil). 36 60
73 79
Good (Woods are protected from grazing, and litter and brush adequatelv cover the soil). 30 55
70 77
Curve Numbers for Post-Develoement Conditions
Open space (lawns, parks, golf courses, cemeteries, landscaping, etc.)'
Fair condition (grass cover on 50% - 75% of the area). 77 85
92
Good condition (grass cover on >75% of the area) 68 80
(86) 90
Impervious areas:
Open water bodies: lakes, wetlands, ponds etc. 100 100 100
100
Paved parking lots, roofs, driveways. etc. (excluding right-of-way) 98 98
98
Porous Pavers and Permeable Interlocking Concrete (assumed as 85% impervious and 15% lawn)
Fair lawn condition (weighted average CNs). 95 96
97 97
Good lawn condition (weighted average CNs). 94 95
96 97
Paved 98 98
98 98
Gray.el (including right-of-way) 76 85
89 91
Dirt (including right-of-way) 72 82
87 89
Pasture, grassland, or range -continuous forage for grazing:
Poor condition (ground cover <50% or heavily grazed with no mulch). 68 79
86 89
Fair condition (ground cover 50% to 75% and not heavily grazed). 49 69
79 84
Good condition (ground cover >75% and lightly or only occasionally grazed) 1 39 61
74 80
Woods:
Poor (Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning). 45 66
77 83
Fair (Woods are grazed but not burned, and sorne forest liner covers the soil). 36 60
73 79
Good (Woods are protected frorn grazing, and litter and brush adequately cover the soil). 30 55
70 77
Single family residential": Should only be used for Average Percent
Dwelline Unit/Gross Acre subdivisions > 50 acres impervious area3.4
1.0 DU/GA 15 Separate curve nUmber
1.5 DU/GA 10 shall be selected for
2.0 DU/GA 25 pervious & impervious
2.5 DU/GA 30 portions of the site or
3.0 DU/GA 34 basin
3.5 DU/GA 38
4.0 DU/GA 42
4.5 DU/GA 46
5.0 DU/GA 48
5 5 DU/G
jA 50
6.0 DU;(jA
6_5 DU;GA 54
7.0 DU/GA 56
7.5 I)U::()A 58
PUD's. condos. apartments. commercial Mpery i Otis Separate Curve numbers shall
businesses. industrial areas & must be be selected for pervious and
subdivisions < 50 acres computed impervious portions of the site
[&
For a more detailed and complete description ol land use CUrve numbers reller to chapter two (2) ol the Soil Conservation Service's Technical
Release No. 5f; . i2l I O-Vl-TR-55. Second Ed.. June 1986).
. . ..... 1--, , " � .—Y vc Lumputcu fuL vuler combinafions oi u * net) space cover type.
\V11ere roMrUnUfrand drivexa\e rUnolfare infiltrated or disnersed according to ilie requirernenis in Chapter -1. the average percent impervious
area riax, he --d-itisted in accord--ricc vidi the Proccclure described under -flo%% Credit rur Ruul Du�,IISI)OLII InfilIMLIU11 and *FIU\k Cred'it lor Root
Dok%n�puut Dispersion- in Chapter I
Assumes rool'and drivvxa ' v runoffis directed into street,�torm system. 0 PrVr_1_0r0 UPPIU0AX.
All the remaininL pervious area i lax%ni are considered to be in good condition for these curve 110mbers.
August 2001 Volume /// - Hydrologic Analysis and Flow Control BMPs 2-23
1.5
R 0
F-
4L
U-
z
1.3
U
LU
1.2
0 20 40 60 �8O 100
SITE IMPERVIOUS COVER
Figure 2.1 Volume Correction Factor to be Applied to Flow Control
BMPs Based on Site Impervious Cover
August 2001 Volume Y/ - Hydrologic Analysis and Flow Control BMPs 2-5
C41L)i,-)A,? �)
A
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TABLE 3.5.2C 'in" AND "k" VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPHS
'n,' Shoot Flow Equation Manning's Values (For the initial �00 It of travel)
n -
Smooth surfaces (concrete, asphalt. gravel. or bare hard packed soj)
0.011
Fallow fields or loose sod surface (no residue)
0.0s
Cultivated Soil with residue cover ( s < = 0.20 11/ft)
0.136
Cultivated soil with residue cover (S> 0.20 M/til
0.17
Short prairie grass and lawns
0.15
Dense grasses
Bermuda grass
0.41
Range (natural)
0.13
Woods or forest with light underbrush
0.40
Woods or forest with dense underbrush
O.Bo
'Manning values for sheet Dow only. from Overton and Meadows 1976 (See TR-55. 1986)
'k' Values Used in Travel Titme/Time ot Concentration Calculations
Shallow Concentrated Flow (After the initial 300 ft. of sheet flow, R = 0.1)
k,
1.
Forest with heavy ground liner and meadows (n = 0. 10)
3
2.
Brushy ground with some trees (n - 0.060)
5
3.
Fallow or minimum tillage cultivation (n -0.040)
8
4.
High grass (n - 0.035)
9
5.
Short grass, pasture arid tawns (n - 0.030)
G
6.
Nearly bare ground (n-0.025)
13
7.
Paved and gravel areas (n-0.012)
8
Cliantiel
Flow (lolernimetil) (At the beginifing of visible channels: R=0,2)
1.
ForesiLd swale with heavy growid litter in = 0.10)
5
2.
Fi-irestoo Ormnage course/raviiie with clefinixf channef bed (nmO,050)
to
3.
Rock-litiLd waterway (n = 0.035)
15
4.
Grassed waterway (n = 0.030)
17
5.
Earlh-lined waterway (n -0.025)
20
6.
CMP'pipe (n=0.024)
21
7.
Concrete pipe (0�012)
42
a.
Other waterways and pipes
0.508/n
Channel Flow (Continuous stream, R = 0.4)
9. Meanaering stream Ah some wols in = 0.040) 20
!0. �r�-x4;neo sueam 'n=O.C351
'-�fzss-;inC-j -:.-Sam m 27
--�ner --trearns. �an-rrzi;2 cran�s ar"a
'*�ee C�z--,.er E. -abe !or additional Mannings *."vafues for cDen cnannes
OUTLET 5TUB
(5EE NOTE5 44-5)
VvfIR WALL
C
2
101. G.,
OVERLAP
5CUM 13Aff LE
AA
4-
(TYP)
INLET 5TUI3 REINFORCING BAR5
(OPTIONAL) (5EE NOTE G)
(5EE NOTE5 445)
1-CARTRIDGE CATCHBASIN - PLAN VIEW
INLET GRATE 4"0 ACCE55 COVER
OPENING 2 112"
CONCRETE COLLAR
OUTLET 5TUB "k, (5EE NOTE G)
(5EE NOTE5 445)
5TORMfILTEP
CARTRIDGE (TYP)
(5EE NOTE 2)
PLUG ON WEIR WALL
CLEANOUT ACCE55
UNDERDRAIN
MANIFOLD
2'-4" 2-
IN51DE IN51DE
4'-43/4"
OUT51DE
1-CARTRIDGE CATCHBASIN - SECTION VIEW
02006 CONTECH Stormwater Solulions
lie STEEL CATCHBASIN STORMFILTER DRAWING,
&O"Loff's PLAN AND SECTION VIEWS
STORMWATER
STANDARD DETAIL - 1 CARTRIDGE UNIT
'-------`oS0WTI0NS— 1/3
contechstormwater.com --T—DRAWN MlW ED ARG
i DATE: 11/01/05 1 SCALE: NONE FILE NAME: CBSFI-S-DTL CHECK DARG
4"0 OPENING
PERMANENT POOL
ELEVATION
VARIE5
2'-3 5/8" MA)(.
INLET 5TUB
(OPTIONAL)
(5EE NOTE5 44- 5)
2'-0 112"
OUT51DE
2'-3 5/8"
OUTLET 5TUB
(5EE NOTE5 4* 5)
2"0 OUTLET PIPE
FROM UNDERDPAIN
1-CARTRIDGE CATCHBASIN - SECTION VIEW
LIFTING EYE
(TYP Of 4)
PERMANENT
POOL ELEVATION
'0
CARTRIDGE
5UPPORT (TYP)
i
1-CARTRIDGE CATCHBASIN - SECTION VIEW
02006 CONTECH Stormwater Solutions
STEEL CATCHBASIN STORMFILTER DRAWING
SECTION VIEWS 2
STORMWATER
STANDARD DETAIL - 1 CARTRIDGE UNIT
SOLUTIONS- 2/3
contechstormwater.com DATE: 11/01/05 1 SCALE: N014E FILE NAIVIE�CBSFI-S-DTL --FDRAWN MJW I CHECKED: ARG
GENERAL NOTE5
1) 5TOKMfILTER 13Y CONTECH 5TORMWATER 50LUTION5; PORTLAND, OR (600) 548-4GG7; 5CAPBOPOUGh, ME (577)
907-8G7G; ELKKIDGE, MD 05GG) 740-33 18.
2) FILTER5 TO BE SIPhON-ACTUATED AND 5ELf-CLEANING.
3) 5TEEL 5TRUCTUKE TO BE MANUFACTURED OF 1/4 INCH 5TEEL PLATE.
4) 5TORMFILTER REQUIRE5 2.3 FEET Of DPOP FROM KIM TO OUTLET. INLET 5HOULD NOT BE LOWER THAN OUTLET. INLET (If
APPLICABLE) AND OUTLET PIPING TO BE 5PECIfIED 13Y ENGINEER AND PROVIDED BY CONTPACTOP.
5) C155F EQUIPPED WITH 4 INCH (APPPDXIMATE) LONG 5TUI35� FOP, INLET (If APPLICABLE) AND OUTLET PIPING. 5TANDARD OUTLET
5TUB15 8 INCHE5 IN DIAMETER. MAXIMUM OUTLET 5TUB 15 15 INCHE5 IN DIAMETER. CONNECTION TO COLLECTION PIPING
CAN BE MADE U51NG FLEXIBLE COUPLING 13Y CONTRACTOP.
G) fOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAP WITH QUANTITY (2) #4 RE INfORCING BAR5 TO
BE PROVIDED BY CONTRACTOR.
7) ALL 5TORMFILTER5 REQUIRE REGULAP MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINE5 FOP, MORE
INIFOPMATION.
I -CAPTKIDGE CATCHDA51N
5TOR.Mf ILTER, DATA
5TRUCTUREID
CI3#4
WATER QUALITY f LOW RATE (cf5)
0.01
PEAK FLOW RATE (< I cf5)
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GEOTECHNICAL ENGINEERING
EVALUATION
NEW OFFICE AND MANUFACTURING BUILDING
EDMONDS, WASHINGTON
PREPARED FOR
MR. TERRENCE CONWAY
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,^.V-r% Er--r FILE
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RECEIVED
JAN 2 9 2008
G DEPIk"TMENT
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GA
Main Office
17311 — 135'� Avenue NE, A-500
Woodinville, WA 98072
(425) 486-1669 FAX (425) 481-2510
(425) 337-1669 Snohomish County
January 25, 2008
Mr. Terrence Conway
CRE Properties, LLC
21020 — 70"' Avenue West
Edmonds, WA 98026
lv�
GF_oTEcHNRCAL ENGINEERS & GEOLOGISTS
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
NGA Job No. 779507
Dear Mr. Conway:
En ginee ring -Geology Branch
437 East Penny Road
Wenatchee, WA 98801
(509) 665-7696 FAX (509) 665-7692
We are pleased to submit the attached report titled "Geotechnical Engineering Evaluation — New Office
and Manufacturing Building - Edmonds, Washington." This report summarizes our observations of the
existing surface and subsurface conditions within the site and provides general recommendations for the
proposed site development. Our services were completed in general accordance with our proposal, which
you signed on December 5, 2007.
The property is currently occupied by an existing manufacturing building and a paved parking area. The
remainder of the property is covered with grass and a few mature trees. An approximate 10-foot tall
concrete retaining wall is located along the southern and a portion of the western property lines. The
western half of the property will be the focus of this report, and will be referred to as "the site" in the
report. The proposed project plans include the development of the majority of the site for the construction
of a new office and manufacturing building, as well as expanding the existing parking and underground
utilities onto the western portion of the property. The building will be constructed within approximately
five feet of the existing concrete retaining wall. Stormwater handling is planned to be directed to an
existing system.
We monitored the excavation of four test pits in the planned development area. Our explorations
indicated that the site is generally underlain by competent advance outwash soils. However, we
encountered approximately ten feet of fill associated with the existing retaining wall. We have concluded
that the site is generally compatible with the planned development. Due to the proximity of the new
structure to the existing concrete retaining wall, and the undocumented fill in the area, we have
recommended that the upper five feet of material be over -excavated and re -compacted to structural fill
specifications. This recommendation assumes that the existing wall can handle the additional loads from
the building and vehicles. All other foundation areas not within the fill -zone of the retaining wall should
be advanced through the fill and down to the competent advance outwash material interpreted to underlie
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Summary - Page 2
the site, for bearing capacity and settlement considerations. Except directly next to the existing concrete
wall, these soils should generally be encountered three to four feet below the existing ground surface,
based on our explorations. In the attached report, we have included recommendations for site grading,
foundation support, and site drainage.
We appreciate the opportunity to provide service to you on this project. Please contact us if you have any
questions regarding this report or require further inforination.
Sincerely,
NELSON GEOTECHNICAL ASSOCIATES, INC.
u
Khaled M. Shawish, PE
Principal
Three Copies Submitted
cc: Greg Guillen — CG Engineering (via e-mail)
-7
TABLE OF CONTENTS
INTRODUCTION....................................................................................................................................................... I
SCOPE......................................................................................................................................................................... I
SITECONDITIONS ................................................................................................................................................... 2
SURFACECONDITIONS ............................................................................................................................................... 2
SUBSURFACECONDITIONS ......................................................................................................................................... 2
HYDROLOGICCONDITIONS ........................................................................................................................................ 4
SENSITIVEAREA EVALUATION ......................................................................................................................... 4
SEISMICHAZARD ....................................................................................................................................................... 4
EROSIONHAZARD ...................................................................................................................................................... 5
CONCLUSIONS AND RECOMMENDATIONS .................................................................................................... 5
GENERAL................................................................................................................................................................... 5
EROSIONCONTROL MEASURES .................................................................................................................................. 6
SITEPREPARATION AND GRADING ............................................................................................................................. 6
TEMPORARYSLOPES .................................................................................................................................................. 8
FOUNDATIONSUPPORT .............................................................................................................................................. 8
STRUCTURALFILL .................................................................................................................................................... 10
SLAB -ON -GRADE ..................................................................................................................................................... I I
PAVEMENTS............................................................................................................................................................. 11
SITEDRAINAGE ........................................................................................................................................................ I I
USEOF THIS REPORT .......................................................................................................................................... 12
LIST OF FIGURES
Figure I — Vicinity Map
Figure 2 — Site Plan
Figure 3 — Soil Classification Chart
Figures 4 and 5 — Test Pit Logs
Figur��s 6 and 7 — Grain -Size S;—,� A-nlwc�e
— � - 1 --.1 ---
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
INTRODUCTION
This report presents the results of our geotechnical engineering investigation and evaluation of the new
Office and Manufacturing Building project for CRE Properties, LLC in Edmonds, Washington. The
project site is on the western side of the property that is located at 21020 - 701h Avenue West, as shown on
the Vicinity Map in Figure 1. The purpose of this study is to explore and characterize the site's surface
and subsurface conditions and to provide geotechnical recommendations for the planned site
development. For our use in preparing this report, we have been provided with a site plan titled "Terrence
Conway," dated January 29, 2007, prepared by Chenowith and Associates showing the existing site
features and topography. We were also provided with an untitled, undated site plan showing planned
improvements, as well as wall design calculations prepared by Structural Design Associates, Inc dated
July 15,1991.
The property is currently occupied by an existing manufacturing building in the northeastern comer.
Paved parking is located on the eastern half of the southern property line. The property will be developed
with a new office and manufacturing building to the west of the existing building. Also, the existing
paved parking area south of the existing building will be extended to the west towards the new building.
An approximate 10-foot tall concrete retaining wall is located along the southern property line and the
southwestem comer of the western property line. The planned structure will be located witl�im five feet of
this existing wall. We understand that the existing wall will be evaluated for ability to handle the new
building and traffic loads. Stormwater handling is planned to be directed to an existing system. The
proposed site layout is shown on the Site Plan in Figure 2.
SCOPE
The purpose of this study is to explore and characterize the site surface and subsurface conditions, and
provide general recommendations for site development. Specifically, our scope of services includes the
following:
I . Review existing soil and geologic maps of the area.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 2
2. Explore the site subsurface soil and groundwater conditions with backhoe-excavated test
pits. Backhoe was subcontracted by NGA.
3. Perform laboratory classification and analyses on selected soils samples obtained in the
explorations, as necessary.
4. Provide recommendations for site grading and earthwork, including structural fill
placement and compaction.
5. Provide recommendations for temporary slopes.
6. Provide recommendations for foundation support and slabs -on -grade.
7. Provide recommendations for pavement subgrade preparation.
8. Provide recommendations for site drainage and erosion control.
9. Document the results of our explorations, firidings, conclusions, and recommendations in
a written geotechnical engineering report.
SITE CONDITIONS
Surface Conditions
The property is a rectangular shaped -parcel covering approximately 0.62 acres. The site is bounded to the
north, south, and west by commercial buildings, and to the east by 70'h Avenue West. The property is
relatively level with a moderately sloping bowl shaped feature located on the central western side of the
property. An existing manufacturing building is located on the northeastern portion of the property.
Paved parking occupies the southeastern portion of the property. A railroad tie retaining wall
approximately four feet in height is located at the southeastern comer of the southern property line. The
remainder of the property is covered with grass, and a few mature trees are located within the bowl -type
feature. A stockpile of soil is located near the top of the bowl feature. This report focuses on the planned
development of the western portion of the property which will be referred to as "the site." An
approximate 10-foot tall concrete retaining wall is located along the southern property line and the
southwestern comer of the western property line. We observed that the wall appeared to be performing
adequately. We did not observe any standing water during our site visit on December 14, 2007.
Subsurface Conditions
Geology: The geologic units for this area are shown on the Geologic Map of The Edmonds East and Part
of the Edmonds West Quadrangles, Washingto , by James, P. Minard (USGS, 1983). The site is mapped
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properti ' es, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 3
as Advance Outwash deposits (Qva). The advance outwash deposits are described as a mostly clean gray
pebbly and with some gravel. Glacial Till (Qvt) is also mapped near the site. The till is described as a
non -sorted mixture of clay, silt, sand, and pebbles. The native soil encountered in our explorations
generally consisted of fine to medium sand with gravel and varying amounts of sand, generally consistent
with the description of the glacial till.
Explorations: The subsurface conditions within the site were explored on December 14, 2007 by
excavating four test pits to depths ranging from 10.0 to 12.3 feet below the existing ground surface using
a backhoe. The approximate locations of our explorations are shown on the Site Plan in Figure 2. A
geologist from NGA was present during the explorations, examined the soils and geologic conditions
encountered, obtained samples of the different soil types, and maintained logs of the test pits.
The soils were visually classified in general accordance with the Unified Soil Classification System,
presented in Figure 3. The logs of our test pits are attached to this report and are presented as Figures 4
and 5. We present a brief summary of the subsurface conditions in the following paragraphs. For a
detailed description of the subsurface conditions, the logs of the test pits should be reviewed.
Below a surficial layer of grass in Test Pits I and 3, we encountered approximately 3.5 to 7.5 feet of loose
to medium dense, dark brown to gray -brown, silty fine sand with trace organics and concrete, which we
interpreted to be undocumented fill. Below the undocumented fill, we encountered approximately 1.0 to
2.5 feet of medium dense, orange -brown, silty fine to medium sand with varying amounts of gravel and
cobbles, which we interpreted to be weathered glacial till. Below the weathered glacial till, we
encountered medium dense to very dense, brown -gray to gray, silty fine to medium sand and varying
amounts of gravel. Silt with sand was encountered at the bottom of Test Pit 3. We interpreted these soils
to be native advance outwash. Test Pits I and 3 were terminated in the glacial till at depths of 11.5 and
12.3 feet below the existing ground surface, respectively.
Below a surficial layer of grass in Test Pit 2, we encountered approximately 3.2 feet of loose to medium
dense, gray -brown to gray, silty fine to medium sand with gravel, which we interpreted to be
undocumented fill. Below the undocumented fill, we encountered dense to very dense, gray, silty, fine to
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 4
medium sand with gravel, which we interpreted to be native glacial till. Test Pit 2 was terminated in the
glacial till at a depth of 10. 1 feet below the existing ground surface.
Below a surficial layer of grass in Test Pit 4, we encountered approximately 9.9 feet of loose to medium
dense, brown, silty fine sand with gravel and trace concrete, which we interpreted to be undocumented
fill. Below the undocumented fill, at a depth of 10.0 feet below the existing ground surface, we
encountered the footing for the adjacent concrete retaining wall. Test Pit 4 was terminated at a depth of
10.0 feet below the existing ground surface in the undocumented fill, on top of the concrete footing.
Hydrologic Conditions
Minor groundwater seepage was encountered in Test Pit 3 at a depth of 7.0 to 7.5 feet below the existing
ground surface. We interpreted the groundwater encountered to be perched water. Perched water occurs
when surface water infiltrates through less dense, more permeable soils, and accumulates on top of a
relatively low permeability material such as the dense sand with silt. Perched water does not represent a
regional groundwater "table" within the upper soil horizons. Perched water tends to vary spatially and is
dependent upon the amount of rainfall. We would expect the amount of perched groundwater to decrease
during drier times of the year and increase during wetter periods.
SENSITIVE AREA EVALUATION
Seisrnic Hazird
We reviewed the 2006 International Building Code (IBC) for seismic site classification for this project.
Since medium dense to very dense glacial till soils were encountered at depth in our explorations, the site
conditions best fit the description for Site Class D.
Hazards associated with seismic activity include liquefaction potential and amplification of ground
motion by soft deposits. Liquefaction is caused by a rise in pore pressures in a loose, fine sand deposit
beneath the groundwater table. The medium dense to very dense glacial material interpreted to underlie
the site has a low potential for liquefaction or amplification of ground motion.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 5
Erosion Hazard
The criteria used for determination of erosion hazard include soil type, slope gradient, vegetation cover,
and groundwater conditions. The erosion sensitivity is related to the vegetative cover and the specific
surface soil types, which are related to the underlying geologic soil units. The Soil Survey of Snohomish
County Area, WashinZon, by the Soil Conservation Service (SCS) was reviewed to determine the erosion
hazard of the on -site soils. The site surface soils were classified using the SCS classification system as
Alderwood-Urban land complex, 2 to 8 percent. The Alderwood-Urban land complex soils are
considered to have a slight erosion hazard if the soils are exposed.
LABORATORY ANALYSIS
We performed two grain -size analyses on selected soil samples obtained from Test Pits I and 3 at depths
of 6.2 and 12.3 feet, respectively. The results of the sieve analyses are presented as Figures 6 and 7.
CONCLUSIONS AND RECOMMENDATIONS
General
It is our opinion from a geotechnical standpoint that the site is compatible with the planned development.
Our explorations indicated that the majority of the site is generally underlain by approximately three to
ten feet of undocumented fill. The deepest fill is associated with the existing retaining wall in the
southern and southwest portions of the site. Based on our discussions with the owner and structural
engineer, it has been concluded that the wall appears to be structurally sound and should be able to
suort the additio-lia- loads Erom!ht n1anned buildinlo, arid 'parki,
r1r, I r ----Ig areas. This should be made clear on
the plans. The undocumented fill is generally underlain by medium dense to very dense glacial soils. The
building is planned witliin approximately five feet of the existing concrete wall. We recommend that the
upper five feet of the undocumented fill be over -excavated and re -compacted to structural fill
specifications. The building footings and slab should be additionally reinforced to withstand potential
settlement. Some long term settlement and settlement -related maintenance should still be anticipated if
any of the existing fill is left in place.
Subgrade preparation in pavement areas should consist of removal of any organics and compacting the
resulting subgrade to a non -yielding condition using a heavy vibratory drum roller. Fill associated with
NELSON GEOTECHNICAL ASSOCIATES, INC.
Gcotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 6
the wall is located in this area. Areas observed to pump or weave during the proof -roll test should be
over -excavated and replaced with crushed rock. Once a stable subgrade is achieved, pavement could be
placed over the prepared subgrade. For better subgrade performance, a layer of crushed rock at least one -
foot thick could be placed over the prepared subgrade. Again, some settling of the pavement should be
expected even with this approach. Only complete removal of the existing fill and replacement with
structure fill would ensure a maintenance -free pavement.
The soils encountered on this site are considered moisture -sensitive and may disturb easily when wet. We
recommend that constructio n take place during the drier summer months, if possible. If construction is to
take place during wet weather, the soils may disturb and additional expenses and delays may be expected
due to the wet conditions. Additional expenses could include the need for placing a blanket of rock spalls
to protect exposed subgrades and construction traffic areas. The non -organic on -site soils could be used
as structural fill provided they could be compacted to specifications. This will depend on the moisture
content of the soils at the time of construction. NGA should be retained to determine if the on -site soils
can be used as structural fill material during construction.
Erosion Control Measures
The erosion hazard for the on -site soils is considered slight, but will be dependent on how the site is
graded and how water is allowed to concentrate. Best Management Practices (BMPs) should be used to
control erosion. Areas disturbed during construction should be protected from erosion. Erosion control
measures may include diverting surface water away from the stripped areas and erecting silt fences and/or
straw bales to prevent muddy water from leaving the site or flowing over the wall. We also recommend
that stockpiles and excavation walls be covered with plastic sheeting. The erosion potential of areas not
disturbed should be low.
Site Preparation and Grading
After erosion control measures are implemented, site preparation should consist of stripping the topsoil
and loose soils from the building, pavement areas, and other structural areas to expose medium dense or
better native soils. The stripped soil could be used as structural fill providing that the organics are
removed from this material. Based on our observations, we anticipate stripping depths of approximately
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 7
three feet across the site. However, we encountered up to 10 feet of fill associated with the retaining wall.
We recommend that the upper five feet of material in the wall area be over -excavated and re -compacted
to structural fill specifications.
After site stripping, if the exposed subgrade is loose, it should be compacted to a non -yielding condition
and then proof -rolled with a heavy rubber -tired piece of equipment. Areas observed to pump or weave
during the proof -roll test should be reworked to structural fill specifications or over -excavated and
replaced with properly compacted structural fill or rock spalls. If loose soils are encountered in the
pavement areas, the loose soils should be removed and replaced with rock spalls or granular structural fill.
If significant surface water flow is encountered during construction, this flow should be diverted around
areas to be developed, and the exposed subgrades should be maintained in a serni-dry condition.
If wet conditions are encountered, alternative site stripping and grading techniques might be necessary.
These could include using large excavators equipped with wide tracks and a smooth bucket to complete
site grading and covering exposed subgrade with a layer of crushed rock for protection. If wet conditions
are encountered or construction is attempted in wet weather, the subgrade should not be compacted as this
could cause further subgrade disturbance. In wet conditions it may be necessary to cover the exposed
subgrade with a layer of crushed rock as soon as it is exposed to protect the moisture sensitive soils from
disturbance by machine or foot traffic during construction. The prepared subgrade should be protected
from construction traffic and surface water should be diverted around areas of prepared subgrade.
The site soils are considered to be highly moisture -sensitive and will disturb easily when wet. We
recommend that construction take place during the drier summer months if possible. However, if
construction takes place during the wet season, additional expenses and delays should be expected due to
the wet conditions. Additional expenses could include the need for placing a blanket of rock spalls on
exposed subgrades, construction traffic areas, and paved areas prior to placing structural fill. Wet weather
grading will also require additional erosion control and site drainage measures. The on -site soils may be
suitable for use as structural fill, depending on the moisture content of the soil at the time of construction.
NGA should be retained to evaluate the suitability of all on -site and imported structural fill material
during construction.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 8
Temporary Slopes
Temporary cut slope stability is a function of many factors, including the type and consistency of soils,
depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the
presence of surface or groundwater. It is exceedingly difficult under these variable conditions to estimate
a stable, temporary, cut slope angle. Therefore, it should be the responsibility of the contractor to
maintain safe slope configurations since he is continuously at the job site, able to observe the subsurface
materials and groundwater conditions encountered and able to monitor the nature and condition of the cut
slopes.
The following information is provided solely for the benefit of the owner and other design consultants and
should not be construed to imply that Nelson Geotechnical Associates, Inc. assumes responsibility for job
site safety. Job site safety is the sole responsibility of the project contractor.
For planning purposes, we recommend that temporary cuts in the on -site soils be no steeper than 2
Horizontal to I Vertical (2H:lV). If significant groundwater seepage or surface water flow were
encountered, we would expect that flatter inclinations would be necessary. We recornmend that cut
slopes be protected from erosion. The slope protection measures may include covering cut slopes with
plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend
vertical slopes for cuts deeper than four feet, if worker access is necessary. We recommend that cut slope
heights and inclinations conform to appropriate OSHA/WISHA regulations.
Foundation Support
Conventional shallow spread foundations for the planned building should be placed on medium dense or
better native soils, or be supported on structural fill or rock spalls extending to those soils. Medium dense
soils should be encountered approximately three -feet below ground surface based on our explorations. In
the vicinity of the existing wall where up to 10 feet of undocumented fill was encountered, we
recommend that at a minimum the upper five feet of soil be over -excavated and compacted to structural
fill specifications. The over -excavation may be filled with structural fill, or the footing may be extended
down to the competent native soils. If footings are supported on structural fill, the fill zone should extend
outside the edges of the footing a distance equal to one-half of the depth of the over -excavation below the
bottom of the footing.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 9
Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost
protection and bearing capacity considerations. Foundations should be designed in accordance with the
2006 IBC. Footing widths should be based on the anticipated loads and allowable soil bearing pressure.
However, we recommend a minimum foundation width of 24 inches and 36 inches for spread and isolated
footings, respectfully, in the areas of the deep fill. These footings should be additionally reinforced.
Water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be
removed from the foundation excavation prior to placing concrete.
For foundations constructed as outlined above, we recommend an allowable design bearing pressure of
not more than 2,000 pounds per square foot (pso be used for the design of footings founded on the
medium dense or better native soils or structural fill extending to the competent native material. The
foundation bearing soil should be evaluated by a representative of NGA. We should be consulted if
higher bearing pressures are needed. Current IBC guidelines should be used when considering increased
allowable bearing pressure for short-terin transitory wind or seismic loads. Potential foundation
settlement using the recommended allowable bearing pressure is estimated to be less than one -inch total
and '/2-inch differential between adjacent footings or across a distance of about 20 feet, based on our
experience with similar projects. However, more settlement should be anticipated in the deep fill areas.
Lateral loads may be resisted by friction on the base of the footing and passive resistance against the
subsurface portions of the foundation. A coefficient of friction of 0.35 may be used to calculate the base
friction and should be applied to the vertical dead load only. Passive resistance may be calculated as a
triangular equivalent fluid pressure distribution. An equivalent fluid density of 200 pounds per cubic foot
(pcf) should be used for passive resistance design for a level ground surface adjacent to the footing. This
level surface should extend a distance equal to at least three times the footing depth. These recommended
values incorporate safety factors of 1.5 and 2.0 applied to the estimated ultimate values for frictional and
passive resistance, respectively. To achieve this value of passive resistance, the foundations should be
poured "neat" against the native medium dense soils or compacted fill should be used as backfill against
the front of the footing. We recommend that the upper one -foot of soil be neglected when calculating the
passive resistance.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 10
Structural Fill
General: Fill placed beneath foundations, pavement, or other settlement -sensitive structures should be
placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and
standards, and is monitored by an experienced geotechnical professional or soils technician. Field
monitoring procedures would include the performance of a representative number of in -place density tests
to document the attaimnent of the desired degree of relative compaction. The area to receive the fill
should be suitably prepared as described in the Site Preparation and Grading subsection of this report
prior to beginning fill placement.
Materials: Structural fill should consist of a good quality, granular soil, free of organics and other
deleterious material, and be well graded to a maximum size of about three inches. All-weather structural
fill should contain no more than five -percent fines (soil finer than U.S. No. 200 sieve, based on that
fraction passing the U.S. 3/4-inch sieve). The use of the on -site soils as structural fill will be dependent
on moisture content of the material at the time construction takes place. The organic topsoil should not be
used as structural fill. We should be retained to evaluate proposed structural fill material prior to
placement.
Fill Placement: Following subgrade preparation, placement of structural fill may proceed. All fill
placements should be accomplished in uniform lifts up to eight inches thick. Each lift should be spread
evenly and be thoroughly compacted prior to placement of subsequent lifts.
All structural fill underlying building areas and pavement subgrade should be compacted to a minimum of
95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as
determined by the ASTM D-1557 Compaction Test procedure. The moisture content of the soils to be
compacted should be within about two percent of optimum so that a readily compactable condition exists.
It may be necessary to over -excavate and remove wet soils in cases where drying to a compactable
condition is not feasible. All compaction should be accomplished by equipment of a type and size
sufficient to attain the desired degree of compaction.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page I I
Slab -on -Grade
Slabs -on -grade should be supported on subgrade soils prepared as described in the Site Preparation and
Grading subsection of this report. We recommend that all floor slabs be underlain by at least six inches
of free -draining gravel with less than three percent by weight of the material passing Sieve #200 for use
as a capillary break. We recommend that the capillary break be hydraulically connected to the footing
drain system to allow free drainage from under the slab. A suitable vapor barrier, such as heavy plastic
sheeting (6-mil minimum), should be placed over the capillary break material. An additional 2-inch-thick
moist sand layer may be used to cover the vapor barrier. This sand layer is optional and is intended to
protect the vapor barrier membrane during construction.
Pavements
Pavement subgrade preparation and structural filling where required, should be completed as
recommended in the Site Preparation and Grading and Structural Fill subsections of this report. The
pavement subgradc should be proof -rolled with a heavy, rubber -tired piece of equipment, to identify soft
or yielding areas that require repair. We should be retained to observe the proof -rolling and recommend
repairs prior to placement of the asphalt or hard surfaces. As mentioned previously, up to ten feet of
undocumented fill was encountered on the site mainly associated with the retaining wall. We recommend
that this material be thoroughly compacted prior to placing the pavement sections.
Site Drainage
Surface Drainage: The finished ground surface should be graded such that runoff is directed to an
appropriate stormwater collection system. We understand that runoff will be directed into an existing
system. Water should not be allowed to collect in any areas where footings, slabs, or pavements are to be
constructed. Final site grades should allow for drainage away from the structures. We suggest that the
finished ground be sloped at a minimum gradient of three percent, for a distance of at least 10 feet away
from the structures. Surface water should be collected by permanent catch basins and drain lines, and be
routed into an appropriate discharge system.
Subsurface Drainage: If groundwater is encountered during construction, we recommend that the
contractor slope the bottom of the excavation and collect the water into ditches and small sump pits where
the water can be pumped from the excavation and routed to a suitable discharge point.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 12
We recommend the use of footing drains around structures. Footing drains should be installed at least one
foot below planned finished floor elevation. The drains should consist of a minimum four -inch -diameter,
rigid, slotted or perforated, PVC pipe surrounded by free -draining material wrapped in a filter fabric. We
recommend that the free -draining material consist of an 18-inch-wide zone of clean (less than three -
percent fines), granular material placed along the back of walls. Washed rock is an acceptable drain
material, or a drainage composite may be used instead. The free -draining material or the drainage
composite should extend up the wall to one foot below the finished surface. The top foot of backfill
should consist of low permeability soil placed over plastic sheeting or building paper to minimize the
migration of surface water or silt into the footing drain. Footing drains should discharge into tightlines
leading to an appropriate collection and discharge point with convenient cleanouts to prolong the useful
life of the drains. Roof drains should not be connected to wall or footing drains.
USE OF THIS REPORT
NGA has prepared this report for CRE Properties, LLC and their agents, for use in the planning and
design of the development planned on this site only. The scope of our work does not include services
related to construction safety precautions and our recommendations are not intended to direct the
contractors' methods, techniques, sequences, or procedures, except as specifically described in our report
for consideration in design. There are possible variations in subsurface conditions between the
explorations and also with time. Our report, conclusions, and interpretations should not be construed as a
warranty of subsurface conditions. A contingency for unanticipated conditions should be included in the
budget and schedule.
We recommend that NGA be retained to provide monitoring and consultation services during
construction to confirm that the conditions encountered are consistent with those indicated by the
explorations, to provide recommendations for design changes should the conditions revealed during the
work differ from those anticipated, and to evaluate whether or not carthwork and foundation installation
activities comply with contract plans and specifications. We should be contacted a minimum of one week
prior to construction activities and could attend pre -construction meetings if requested.
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 13
Within the limitations of scope, schedule, and budget, our services have been performed in accordance
with generally accepted geotechnical engineering practices in effect in this area at the time this report was
prepared. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are
a means to identify and reduce the inherent risks to the owner.
reseme
NELSON GEOTECHNICAL ASSOCIATES, INC.
Geotechnical Engineering Evaluation
CRE Properties, LLC
New Office and Manufacturing Building
Edmonds, Washington
January 25, 2008
NGA File No.779507
Page 14
It has been a pleasure to provide service to you on this project. If you have any questions or require
further information, please call.
Sincerely,
NELSON GEOTECHNICAL ASSOCIATES, INC.
e� 17"
Anna Jordan
Staff Geologist
Bala Dodoye-Alali
Project Geologist
P 6p-�- � T1. S
, AO
EXPIRES
Khaled M. Shawish, PE
Principal
AJJ:BD:KMS:pkw
Seven Figures Attached
NELSON GEOTECHNICAL ASSOCIATES, INC.
VONFY MAP
N
Not to Scale
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Ln 202red PI.S%v,
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203 rd: St
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Project Number
NELSON GEOTECHNICAL
�G!-A ASSOCIATES, INC.
No.
Date
Revision
1
By
-
CK
1
1
12/19/07
Origi al
SJW
AJJ
779507
CRE Properties, LLC
1
Vicinity Map
GEOTECHNICAL ENGINEERS & GEOLOGISTS
Figure 1
17311-135� A— NE. A-500 Sno�nnh C—ty (425) 337-1669
W-d-111, WA 11112 W.-Ih-C — (509) t�7696
1�2!5) '.'J�� /F-481-2510
C C
TP-1'
TP-.2
ZEli
(D
Proposed Bui
Iding.1 Existing Building
0
-4
*3
Existing concrete
retaining wall Proposed new parking
212th Street SW
LEGEND
-:- , Property line
TP-1
Number and approximate
location of test pit
0 30 60
k2i imiil 1 6001 61111111111111111
Scale: 1 inch = 30 feet
Reference: Site plan based on a site plan dated January 29, 2007, titled "Terrance Conway," prepared by Chenoweth & Associated, Inc.
and an undated untitled site plan showing the proposed layout.
C
Project Number
, ��NELSON GEOTECHNICAL No. Date Revision By CK
—C
ASSOCIATES, INC. I
c
779507 CRE Properties, LLC 1 12/31/07 Original JRW AJJ
Site Plan GEOTECHNICAL ENGINEERS & GEOLOGISTS
Figure 2 17311-135� A— NE. A-500 Smhon�sh Co—y (425) 337-160
Woodinvdle, WA 98072 W—t&—/Ch.1.n (509) 665-7696
�425) 486-1869 1 F.. 481-2510
. UNRED SO�L CLASSRCAT�ON SYSTEM
GROUP
MAJOR DIVISIONS
GROUPNAME
SYMBOL
CLEAN
GW
WELL -GRADED, FINE TO COARSE GRAVEL
COARSE-
GRAVEL
GRAVEL
GP
POORLY -GRADED GRAVEL
GRAINED
MORE THAN 50 %
GRAVEL
GM
SILTY GRAVEL
OF COARSE FRACTION
RETAINED ON
SOILS
NO. 4 SIEVE
WITH FINES
GC
CLAYEY GRAVEL
SAND
CLEAN
SW
WELL -GRADED SAND, FINE TO COARSE SAND
SAND
SP
POORLY GRADED SAND
MORE THAN 50 %
RETAINED ON
MORE THAN 50 %
NO. 200 SIEVE
OF COARSE FRACTION
SAND
Sm
SILTY SAND
PASSES NO. 4 SIEVE
SC
WITH FINES
CLAYEY SAND
FINE -
SILT AND CLAY
ML
SILT
INORGANIC
CL
C LAY
GRAINED
LIQUID LIMIT
LESS THAN 50 %
SOILS
ORGANIC
OL
ORGANIC SILT, ORGANIC CLAY
SILT AND CLAY
MH
SILT OF HIGH PLASTICITY, ELASTIC SILT
INORGANIC
MORE THAN 50 %
PASSES
LIQUID LIMIT
CH
CLAY OF HIGH PLASTICITY, FLAT CLAY
NO. 200 SIEVE
50 % OR MORE
GH
i ORGANIC CLAY, CIRGANiC SiLT
HIGHLY ORGANIC SOILS
PT
PEAT
NOTES:
1) Field classification is based on visual SOIL MOISTURE MODIFIERS:
examination of soil in general
accordance with ASTM D 2488-93. Dry - Absence of moisture, dusty, dry to
the touch
2) Soil classification using laboratory tests Moist - Damp, but no visible water.
is based on ASTM D 2488-93.
3) Descriptions of soil density or Wet - Visible free water or saturated,
consistency are based on usually soil is obtained from
interpretation ' of blowcount data, below water table
visual appearance of soils, and/or
test data.
Project Number
NELSON GEOTECHNICAL
No.
Date
Revision
By
CK
779507
CRE Properties, LLC
ASSOCIATES, INC.
1
12131/07
Original
JRW
AJJ
Soil Classification Chart
GEOTECHNICAL ENGINEERS & GEOLOGISTS
Figure 3
17311-135th A.. NE, A-500 Sn.htM C.-ty (425) 337-1669
W-d—ft. WA 98072 W,,a (509) 784-2756
t425) 480-1669 / F,. 481-2510 '=ee/Chelan
LOG OF EXPLORATION
DEPTH(FEET) Usc
TEST PIT ONE
SOIL DESCRIPTION
0.0-0.1
GRASS
0.1-0.9
DARK BROWN, SILTY FINE SAND WITH ORGANICS (LOOSE, MOIST) (TOPSOIL)
0.9-3.5
SM GRAY -BROWN, SILTY FINE SAND WITH GRAVEL AND COBBLES
(MEDIUM DENSE, DRY TO MOIST) (FILL)
3.5-6.0
SM ORANGE -BROWN, SILTY FINE SAND WITH GRAVEL, COBBLES, AND TRACE ROOTS
(MEDIUM DENSE, DRY TO MOIST)
6.0 m- 11.5
SP-SM GRAY, FINE TO MEDIUM SAND WITH SILT AND COBBLES
(DENSE TO VERY DENSE, MOIST)
SAMPLES WERE COLLECTED AT 1.4, 3.6, 6.2, 8.2, AND 11.5 FEET
GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED
TEST PIT CAVING WAS NOT ENCOUNTERED
TEST PIT WAS COMPLETED AT 11.5 FEET ON 12/14/07
TEST PIT TWO
0.0-0.1
GRASS
0.1-2.9
SM GRAY -BROWN, SILTY FINE TO MEDIUM SAND WITH GRAVEL AND COBBLES
(MEDIUM DENSE, MOIST) (FILL)
2.9-3.3
SM GRAY, SILTY FINE TO MEDIUM SAND WITH GRAVEL (VERY DENSE, MOIST) (FILL)
3.3-10.1
SP-SM GRAY, FINE TO MEDIUM SAND WITH GRAVEL, COBBLES, AND SILT
(DENSE TO VERY DENSE, MOIST)
SAMPLES WERE COLLECTED AT U, 3.0, 5.9, 8.0, AND 10.1 FEET
GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED
TEST PIT CAVING WAS NOT ENCOUNTERED
TEST PIT WAS COMPLETED AT 10.1 FEET ON 12/14/07
TEST PIT THREE
0.0-0.1
GRASS
0.1-0.6
BROWN, SILTY FINE SAND WITH GRAVEL AND ROOTS
(LOOSE TO MEDIUM DENSE, MOIST) (TOPSOIL)
0.6-3.4
SM
BROWN, SILTY FINE SAND WITH GRAVEL, COBBLES, AND TRACE CONCRETE
(MEDIUM DENSE, MOIST (FILL)
3.4-7.5
SIM
GRAY, SILTY FINE TO MEDIUM SAND WITH GRAVEL AND TRACE CONCRETE
(MEDIUM DENSE, MOIST) (FILL)
7.5-8.5
SM
ORANGE -BROWN, SILTY FINE TO MEDIUM SAND (MEDIUM DENSE, MOIST)
8.5-12.3
SP-SM
BROWN -GRAY, FINE TO MEDIUM SAND WITH SILT (MEDIUM DENSE, MOIST)
SAMPLES WERE COLLECTED AT 1.8, 5.0, 7.8, 9.0,10.5, AND 12.3 FEET
MINOR GROUNDWATER SEEPAGE WAS ENCOUNTERED BETWEEN 7.0 AND 7.5 FEET
TEST PIT CAVING WAS NOT ENCOUNTERED
TEST PIT WAS COMPLETED AT 12.3 FEET ON 12/14/07
AJJ:AJJ NELSON GEOTECHNICAL ASSOCIATES, INC.
FILE NO 779507
FIGURE 4
LOG OF EXPLORATION
DEPTH(FEET) usc SOIL DESCRIPTION
TEST PIT FOUR
0.0-0.1 GRASS
0.1-10.0 sm BROWN SILTY FINE SAND WITH GRAVEL AND TRACE CONCRETE
(LOOSE TO MEDIUM DENSE, MOIST) (FILL)
10.0 CONCRETE FOOTING OF RETAINING WALL
NO SAMPLES WERE COLLECTED
GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED
TEST PIT CAVING WAS NOT ENCOUNTERED
TEST PIT WAS COMPLETED AT 10.0 FEET ON 12/14/07
AJJ:AJJ NELSON GEOTECHNICAL ASSOCIATES, INC.
FILE NO 779507
FIGURE 5
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Umbaugh, Theresa
From: Coccia, Gina
Sent: Tuesday, April 28, 2009 10:21 AM
To: 'Mike Adams'; Umbaugh, Theresa
Subject: RE: TC Span America Employee Count
Yep — I agree with your new parking calculations, thank you... Please coordinate with Theresa to redline your plans accordingly.
G,ina Coccia
Associale Planner
----- Original Message -----
From: Mike Adams [mai Ito: MAdams@TGBArchitects. coml
Sent: Monday, April 27, 2009 11:38 AM
To: Coccia, Gina; Umbaugh, Theresa
Subject: FW: TC Span America Employee Count
Gina,
Per our conversation last week you are able to adjust the parking requirements based oil the current status of the CRE. Properties
prQject. The parking requirements are based on 2 variables.- the square footage of the office space and the number of employees
in the manufacturing departments. At the time of your approval the company had 10 manufacturing employees and has currently
reduced the number to 8 employees. We would like to reduce the required parking by one stall based on the new employee
numbers. Please see below for the new parking calculations.
Parking Requirements:
One stall shall be provided per every 2 employees for the manufacturing and I stall per 400 s.f. of office space.
Manufacturing employees
Off -ice square footage:
Total required parking:
Provided parking:
8 4 stalls required
1,517 s.f. 4 stalls required
8 stalls
8 stalls
Please let me know if this is acceptable and I will come done and redline the parking plan to the new requirements.
Regards,
Mike Adains
From: Terry Conway [iTiaiIto:tpc@tcspanamerica.com]
Sent: Tuesday, April 21, 2009 10:00 AM
To: Mike Adams
Subject: TC Span America Employee Count
1-1i Mike,
The number of employees that we have in our manufacturing department is 8.
4 screen printers
2 embroidery people
I screen cleaner/maker
I folding/packaging/shipping person.
Terrence Conway
TC Span America
CRE Properties
5/5/2009
Umbaugh, Theresa
From: Coccia, Gina
Sent: Tuesday, April 28, 2009 10:21 AM
To: 'Mike Adams'; Umbaugh, Theresa
Subject: RE: TC Span America Employee Count
Yep — I agree with your new parking calculations, thank you... Please coordinate with Theresa to redline your plans accordingly.
Gina Coccia
Ass,ocialc Planner
----- Original Message -----
From: Mike Adams [mailto:MAdams@TGBArchitects.com]
Sent: Monday, April 27, 2009 11:38 AM
To: Coccia, Gina; Umbaugh, Theresa
Subject: FW: TC Span America Employee Count
Gina,
Per our conversation last week you are able to adjust the parking requirements based on the current status of the CREI Properties
project. The parking requirements are based on 2 variables; the square footage of the office space and the number of employees
in the manufacturing departments. At the time of your approval the company had 10 manufacturing employees and has currently
reduced the number to 8 employees. We would like to reduce the required parking by one stall based on the new employee
numbers. Please see below for the new parking calculations.
Parking Requirements:
One stall shall be provided per every 2 employees for the manufacturing and I stall per 400 s1of office space.
Manufacturing employees: 8 4 stalls required
Office square footage: 1,517 s.f. 4 stalls required
Total required parking: 8 stalls
Provided parking: 8 stalls
Please let me know if this is acceptable and I will come done and redline the parking plan to the new requirements.
Regards,
Mike Adains
From: Terry Conway [maiIto:tpc@tcspanamerica.com]
Sent: Tuesday, April 21, 2009 10:00 AM
To: Mike Adams
Subject: TC Span America Employee Count
Hi Mike,
The number of employees that we have in our manufacturing department is 8.
4 screen printers
2 embroidery people
I screen cleaner/maker
I folding/packaging/shipping person.
Terrence Conway
TC Span America
CRE Properties
5/5/2009
00
C)
0
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EXIST. BLDG.
EXISTING FENCE
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EXISTING FENCEA
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(SEE STRUCTURAL)
T.O.W.: 408.48
B.O.W.: 401.5OA2
3"1
EXISTING BUILDING—' x C D
ENCROACHMENT
A
EXIST. �x
BLDG. I
EXISTING — x
RETAINING
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S 89017"06"" W 99.05
Run I L
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HVAC SYSTEM - BIDDER—/
DESIGN. PROVIDE
48"08" CONC PAD MIN.
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PROVIDE 36"06"
F/ MIN OLANDING
OCCUPANCY: B (BUSINESS)
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WAREHOUSE SPACE
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EXIST. BLDG.
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EXISTING BUILDING
OCCUPANCY: B (BUSINESS)
F-1 (FACTORY)
A
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2
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PROVIDE 36"06"
2-STORY MIN LANDING 10'W DRAINAGE 10-0
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A EACH PROPERTY,
OFFICE SPACE 2 #200804090362, 3 N 8 mm=z=��
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12'-8 1/4" INGRESS/EGRESS/
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HB 17 (0 C1 4/9/08)
F1 R LAI E
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ENCLOSURE PAD
ACCESSIBLE PATH LANDSCAPING
OF TRAVEL - 60"
MIN WIDTH
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5 89-18-'02 208. 10 EXISTING RETAINING WALLY WITH NEW PRIVACY SLATS
2
1.0 NORTH
ARCHITECTURAL SITE PLAN 0 51 10, 20' 30, EXIST. BLDG.
1" = 10'-0" m 1111 ENNIM
SITE PLAN NOTES:
VERTICAL DATUM: 1�',-44)oqdrocycle collection area/criclocure 13'_
PER GRADING AND DRAINAGE PLAN FOR SHEPPARD MILLWORK, INC. FILE #910827 (CITY OF EDMONDS). ze and location approved by:
FINISHED FLOOR ELEVATION AS SHOWN ON THIS W = 409.20 DAKIT C-1 MIATIAKI = AnQ 11)
BENCH MARK - lur OF ON -OFF 800 ON 10P OF MNISION FIRE "ID
R - acyclingCooreinatorf/el/ax Date
6'-0" HIGH CHAIN LINK
GATE WITH VINYL PRIVACY
HEIGHT CALICS
SLATS AND DROP PIN
LOCKING MECHANISM
A = +408'
B = +408'
.......
.......
NEW LANDSCAPING;
C = +408'
Zone, C,&7- Cornerfiagz
6'-0" HIGH SOLID
SEE LANDSCAPE PLAN
D = +408"
Setback's R ire_d�
B. �u
.......
WOOD FENCE TRASH
AVG. GRADE +408'
Front
ENCLOSURE, PAJ NTED TO
...........
ACTUAL = +434'
Sides Cl
MATCH NEW BUILDING
SEE 3/A1.00
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MAXIMUM +483'
Rear-
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APPROVED AS NOTED
BY ENGINEERING
Date:
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taylor gregory butterfield architects
t 425.778.1530 21911 76th AveW. Suite 210,
f 425.774.7803 EdmondsWA98026
www.tgbarchitects.com
I REGISTERED
OF
1114;
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ISSUANCE
CITY CORRECTIONS - QA/QC 5-05-08
CITY CORRECTIONS 6-10-08
CITY CORRECTIONS 7-22-08
MR; ElF 113 U
JUIL 2 2 2008
IIJILDING DEPARTMENT
EDMONDS
PROJECT INFORMATION
PROJECT NO: 06131
PROJECT MANAGER: MQA-
DRAWN BY: MQA
PERMIT SET
SHEET NO
Al mOO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
STREET FILE
100-011
ft
1q_
ca
1_�
S__
Q)
IMP -
NEW RETAINING WALL
(SEE STRUCTURAL)
EXIST.
BLDG.
EXIST. BLDG.
I
co
EXIST. BLDG.
S 89"17'06"" W
109.05 .4
89"17'06"" W 99.05
EXISTING ASPHALT--/
_T
9
EXISTING PARKING
TO REMAIN
WAREHOUSE SPACE
4" YELLOW PERINETER STRIPING AND
IDENTIFIED WITH VORDS "FIRE LANE—N(i
....... PARKING". LETTERS SHALL BE 12" HIGH
X'STING
TO REW
WITH 2" STROKE SPACED 50 LINEAL
.1 ...........
J. 11'� . ...... FEET ON ALTERNATING INSIDES OF LINE.
�"W
...............
................ .
. .... ... ...... ..
. ................
................................. , .-� .: , .
.......... ........... w
. ....... .............
.................. ......... SAWCUT AND RENLOVE
............. . ..... .. .... . .. . ...... .... ..........
.............. . . ........ . . . . . . . . ... ....
............. .......... EXISTING ASPHALT,
...... .. . .... ... ........
............. /RE'r r1fV111 ni Akit'
..................
C-4 NORTH
ADDOM/m nv
PARKING PLAN
co
c�
C1
c�
Cd
4
4
EXIST. BLDG.
21-0"
EXISTING RETAININ13,
6'-0" LONG PRECAST CONCRETE BUMPER WALL
APSHALT OVER PREPARED SUBGRADE
SEE CIVIL DWGS.------,
4
co
-
4
0 0 0 0 0 0 0 0 0 \ 4
0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0
EEI IEI I IEI I M I
T I
GALV. STEEL DOWELS W
5/8" DIA. X 241 AT
4'-0" O.C.
PRECAST WHEEL STOP
SCALE: 1 1/2" = 1'-0"
46 4
4
.4 <
!A
A YVA*.-, 05 06 - 001
DISABLED PARKING SIGNAGE 12"x18"—
W/ INTERNATIONAL SYMBOL. MOUNT
,90-60" OFF GROU?ND. SEE PLANS
FOR LOCATIONS)
x
4- STRIPE (TYPICAL)
INTERNATIONAL SYMBOL PAINTED
ON PAVING CENTER ON STALL.
(SEE PLANS FOR LOCATIONS)
c I D
"It
WALKWAY PAINTED ON PAVING.
(SEE PLANS FOR LOCATIONS)
EQUAL
3
EQUAL
EQUAL EQUAL
j
8'-0"
x — x — x
TYPICAL PARKING LOT STRIPING
SCAI F: 1/4" = 1'-0"
SCALE: 1/2" = V-0"
�. ir;-:
APPROVED S NOTED
BY ENGIN EIIING
'ails,
Date:..�_
t 9 b
APPROVED By PLANNING
PARKING PLAN
f
F PARKING SPACES REITO q
I
PARKING SPACES PROPOSED
BARRIER FREE PARKING SPACES
U4 _Z!
ISSUANCE
ACITY CORRECTIONS - QA/QC 5-05-08
..... . .........
Z� CITY CORRECTIONS 6-10-08
YZ N 17
9 GA. 12"08" SHEET METAL
MOUNTED ON FENCE WITH 4
I
CHROME ROUND HEAD SCREWS.
ZERVED
SIGN MUST READ "DISABLED
C14
.". _. 11 ., '.. "
1 1 :1 p'. I . .. 1. 1 -1.
PARKING PERMIT REQUIRED".
SILK SCREEN INTERNATIONAL
H.C. SYMBOL (WHITE ON BLUE
RESERVED
t
BACK —GROUND)
C3
PARKING
_2
Lo Of
GREEN LEGEND AND BORDER
rig
d
5-0"
CD CD
j5,
05
cn
'NOTE:
uj
C-3
�SIGNAGE SHALL COMPLY WITH
ADA SIGNAGE GUIDELINES
PROJECT INFORMATION
PROJECT NO: 06131
PROJECT MANAGER: MQA
DRAWN BY: MQA
Zi
PERMIT SET
JANUARY 23, 2008
SHEET NO REq, UE,
JUIV 10 )Lj,.j
BARRIER FREE PARKING SIGN Z-1 4 U"
oi nn
H' LETFILE
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IL
EXIST. BLDG.
EXISTING FENCE
TO REMAIN
>
EXISTING POWER
POLE TO REMAIN 1�k
<
Z�_
EXISTING TREE
TO BE REMOVED
(TYPICAL)
v
>
7'�
ca
z
7
/,Qj
N
Q)
EXISTING TREE
TO BE REMOVED
(TYPICAL)
ID
EXISTING FELNCL
TO REMAIN
EXIST.
BLDG.
w
89* 17 `06 99.05
WAREHOUSE SPACE/
HVAC SYSTEM BIDDER
DESIGN. PROVIDE
48"x48" CONC PAD MIN.
PAINTED TO MATCH
BUILDING
ASPHALT
SIDEWALK
4" CONCRETE
CURB
2-STORY
3NV13�11J
EMBROIDERY/
OFFICE SPACE
H6
z
m
FIR LAN E
4' CONCRETE CURB
......... ...
71111 70
10AN-40 _1111
EXIST. BLDG.
S 89017106 .1.1 w 109.05
0
.. ..
..... . .
..
..............
..............
............
............
_1111
..........
.............
. . . . . . . . . ... . . .
...........
............
...........
............
...........
............
...........
.............
.............
. .......
............
I"
.
. . ...........
............
.............
.............
.............
.............
......
..... .........
...........
............
...............
...........
........
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...... .............
..... .............
............
.....
.
.
.
I.
---------------
...........
.. ............
......
............
. I
..... r .,.*. ,
t ....
%1.
................
.................
,
...............
........ ..
EXISTING
BUILDING
... ............
..............
..........
..........
..............
.... ............
... ............
.... ............
.... ...........
.............
................
................
..................
........... .
... x .......
................
............
....
. .. ...
..... ...........
...
. ..............
..........
..............
..........
...
.
.
.............
.............
............
.................
....
....
.........
...
.........
....
......
....... ...
..
..............
.. .............
.. .
.....
...
............
............
............
.............
............
* ... 1
............
............
.............
Nv_I
3NV
3NV 3NV�36j
CONC. DUMPSTER
ENCLOSURE PAD
--F)eR
EXISTING CHAIN LINK FENCE
WITH NEW PRIVACY SLATS
EXIST. BLDG.
p
ROPOSED GROUNDICOVER: LANDSCAPE NOTES:
PROPOSED TREES:
qleloq XeMb
PIQ
SYMBOL COMENTS USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY EXISTING UTIUES. IF ANY ARE
SYMBOL DETAIL BOTANICAL -COMMON NAME 1�
ENCOUNTERED, CONTRACTOR IS TO PROMPTLY ADVISE THE ARCHITECT.
WN REA-(
....................
ftUS 'SENfINELV-LSE4RNEL��� A A
....................
I RYKI N SET TOP CF ROOTBALL AT
1/Ll.00 Am lu k Cloco4 JLFTES U MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINAL ACCEPTANCE.
2- CAL, SPECIMEN QUALITY F�5
NURSERY HEIGHT OR HEIGHT
IN CAN.
ARCTOSTAP YLOS GROUND COVER SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PAMERN AT THE
1/Ll.00 PaUS-KAWff*A-tTkR9EEN-PEkR rul co&)ryqno� ON CENTER SPACING SHOWN ON THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING,
py UVA-URSI KINNIKINNICK WALKWAYS, SIGNS OR POLES MIN. PLANTING DISTANCE SHALL BE 12' FROM CENTER OF PLANT TO
2- CAL, SPECIMEN QUALITY FORM SAUCER WITH
FROM CENTER OF ALL TREES.
CURBING, WALKS, ETC. MIN PLANTING DISTANCES SHALL BE 14
3" CONTINUOUS RIM
rus ecql-U-yvc� EXISTING PLANTS: GROUND COVER TO BE INSTALLED CONT. UNDER TREES IN PLANTING BEDS. SIZE & SPACING AS
1/Ll.00 m"rowNwrTIVERMEEWWAR SHOWN IN THE PLANT SCHEDULE.
2
2" CAL, SPECIMEN QUALITY SYMBOL COMENTS
FERTILIZE ALL PLANT MATERIAL WITH "ARGO" TRANSPLANT FERTILIZE 4-2-2 PER MANUFACTURER'S TREE BALL —
RECOMMENDATIONS.
PROPOSED SHRUBS: VL
TO BE REMOVED
SPECIFIED PLANTIN I
SYMBOL DETAIL BOTANICAL - COMMON NAME 1
f ALL PLANT MATERIAL SHALL CONFORM TO ANN STANDARD FOR NURSERY STOCK, LATEST EDITION.
N
4/p �� WATER AND P
'BE)W EEES'/ REMOVE AIR P K
2/1_11.00 RHODODENDRON a V eA 4,r OF
)N LIGHT -WEIGHT TOPSOIL OVER 3" DEPTH OF DRAIN MATERIAL IN POTS, DEPTH TO 1
18-21m SPREAD, B&B Pr-, f r\ Ce �5
v 1-4 POT RIM.
2/Ll.00 14PWK*DIRON-MWWIS_���� APPROVED BY PLANNING
2 GAL CONT, SPECIMEN QUALITY MINIMUM 6" DEPTH 5-WAY TOPSOIL IN ALL LANDSCAPE AREAS. o
2/1_11.00 VIBURNUM DAVIDII / DAVID'S VIBURNUM MINIMUM 2" DEPTH MEDIUM BARK MULCH IN ALL PLANTING BEDS.
3 GAL CONT., 15" MIN. SPIRD., FULL & BUSHY
VERTICAL DATUM:
OLke, 4D lqcv, Df- It'
2/Ll.00 CHAMAECYPARIS PISIFERA TILIFERA NAW / DWARF THREAD SAWARA FALSECYPRE$S
0 5 GAL CONT., 18" MIN. HT., FULL & BUSHY. -LA V 4Aj_ �t,$ an &�,C af ejr, C_� PER GRADING AND DRAINAGE PLAN FOR SHEPPARD MILLWORK, INC. FILE #910827 (CITY OF
EDMONDS)
"18'02
4" CONCRETE CURB
FIRE AND EMERGENCY -
AID ADDRESS/BUILDING
SIGNAGE UNDER
SEPARATE PERMIT
2b MULCH FEATHER
TO CROWN
FINISH GRADE
A
. . I I. . . . . . . . . . . . EEL BACK TOP 1/3 OF
URLAP ON B&B PLANTS.
EMOVE OR BURY EXCESS.
. . . . . . . . . .
ROUGHEN SIDES
----- ----------------------------OF PLANT PIT
2 TIMES
ROOTBALL
OCA vvf ik
.
2/Ll.00 PIERIS 'MOUNTAIN FIRE'/ 'MOUNTAIN FIRE' PIERIS FINISHED FLOOR ELEVATION AS SHOWN ON THIS MAP = 409.20 TREE PLANTING DETAIL
21-24m HEIGHT, B&B. BENCH MARK - TOP OF ON -OFF BOLT ON TOP OF ANNISTON FIRE HYDRANT ELEVATION = 1
V� 0,� 5 LA ( v! 408.32. SCAl F: NOT TO SCALE
2/Ll.00 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY/ 'LITTLE BUNNY' FOUNTAIN GRASS
2 GALLON. 5,165VX-k1ts reui,_ekA iCor ql(olo� r
APPROVEP BY PLANNING
aAxA-"
\,04 mmkato
%J
icN
BENCH
MARK
ro
SET TOP OF ROOTBALL AT
NURSERY HEIGHT OR HEIGHT
I N CAN. _"Aa
2" MULCH FEATHER TO CROWN
FORM SAUCER WITH 3"
CONTINUOUS RIM. FINISH GRADE
. . . . . . . . . . . .
PEEL BACK TOP 1/3 OF
m
SPECIFIED PLANTING MIX ------
WATER AND STAMP TO
REMOVE AIR POCKETS.
2 TIMES
ROOTBALL DIAM.
NOTE:
1. FERTLIZE PLANTS AS DIRECTED
BY PLANTING INSTRUCTIONS.
taylor gregory butterfield architects
t 425.778.1530 21911 76th Ave W. Suite 210,
f 425.774.7803 EdmondsWA98026
www.tgbarchitects.com
3605
REGISTERED
JOHN F.
'ATE OF V
IL A
LANDSCAPEPLAN
APPROVED BY PLANNING
ISSUANCE
CITY CORRECTIONS - QA/QC 5-05-08
CITY CORRECTIONS 6-10-08
- --------- . ......
...... ............ — - ---- ----------- ---- - -----------
............ . . ......... ...... ... . ........... ... .......... ..
B&B PLANTS.
REMOVE OR BURY EXCESS.
PROJECT INFORMATION
ROUGHEN SIDES OF PLANT PIT
�IEFL
FILE
SHRUB PLANTING DETAIL
SCALE: NOT TO SCALE
06131
PROJECT NO:
PROJECT MANAGER: MQA
DRAWN BY: MQA
ELL
PERMIT SET
JANUARY 23, 2008
JUN 10 "'"1 SHEET NO
Al
A
0
CITY OF EDMONDS LOT LINE ADJUSTMENT
CERTIFICATION
I VERIFY THAT I'M THE LEGAL OWNER OF THE PROPERTY DESCRIBED ABOVE AND I CERTIFY
THAT THIS LOT LINE ADJUSTMENT IS MADE OF MYEE WILL.AND ACCORDING TO MY
DESIRES
PROPERTY OWNER SIGNATURE LINE
TERRENCE CONW Y
STATE OF WASHINGTON)
)SS
COUNTY OF SNOHOMISH)
Notary Public
State of Washington
SUMMER R KENNARD
MY COMMISSION EXPIRES
September 14, 2010
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TERRENCE CONWAY, IS THE
PERSON WHO APPEARED BEFORE ME AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS
INSTRUMENT ON OATH AND STATED IT TO BE THE FREE AND VOLUNTARY ACT FOR THE USES
AND PURPOSES MENTIONED IN THE INSTRUMENT.
DATED __IP12512i�_c�1 SIGNATURE
MY APPOINTMENT EXPIRES
APPROVE
J�_ �DAND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION
V/A.. �/
BY
------------- 01
THIS __ to'� ._ DAY OF NLA��,'�Id�f 2007,
TAX ACCOUNT #00566900600106 AND 00566900600102
THE EAST 208,00 FEET OF LOTS I AND 2, BLOCK 6, SEATTLE HEIGHTS
DIVISION NO, 4, AS PER PLAT THEREOF REC13RDED IN VOLUME 9 [IF
PLATS ON PAGE 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
EXCEPT THE NORTH 110.00 FEET THEREOF, AND
EXCEPT THAT PORTION OF THE NORTH HALF OF SAID LOT 2, LYING
WITHIN THE WEST HALF OF SAID LOT 2.
(ALSO KNOWN AS PARCELS A-2 AND C OF SHORT PLAT RECORDED UNDER
AUDITOR'S FILE NO. 8010300227.)
CONTAINING 24 289 98 SQ FT
ORIGINAL PARCEL BI TAX ACCOUNT #00566900600200
THAT PORTION OF THE EAST 208,00 FEET OF THE NORTH HALF OF LUT 2,
LYING WITHIN THE WEST HALF OF LOT 2, BLOCK 6, SEATTLE HEIGHTS
DIVISION FOUR, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
9 OF PLATS, PAGE 11, RECORDS OF THE AUDITOR OF THE COUNTY OF
SNOHOMISH, STATE OF WASHINGTON,
CONTAINING 3,136,66 SQ, FT.
GROSS OVERALL SQUARE FOOTAGE = 27,426,64 SQ. FT,
fo
."A DIE
Z &/)0 7 1. L 15 56) 0 2
RECORDER'S CERTIFICATE ...............
I ��- '�.' R or,
filed for record this. ��'..day of A�V ' 2007 a t.. e.. M
In book ....... of ... --,,at page ...... at the request of
ALBERT W. CHENOWETH
6' �/
_-PbF Al -qp,,O C,
Au olrv4 ... r5
A�'
X
n
z
M
n
r
M
(4 1
Set Iron I
bar #9567.j
SEATTLE
_[b_T LINE
manrdeglowo's
W==MWM=M1CMMM
or -I"
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VOL.14, P.42
FILE # I I -PO07-0078
x' IN 1 1/210
DOMED BRASS
DISK IN
Li CONCRETE
210th. ST. S.W. C) MONUMENT
DOWN -0.6 IN
CASING,
0. a)
0 C3
C3 '-4
HO JAMES DOUG 2 FT.
DEEP IN
PATCH, COULD
A - 1 NOT FIND
MONUMENT
USED 2 2�T,
SHEPPARD GENE S.P. REC, #8010300227 SMALL P,K,
REFERENCE
POINTS.
Ln
Set magnetic nall, C)
In collar #9567,
building
building #21000
#7020 208 1
Pj__ N 89*17'061 E
1 9 9.0 5 f -�c y c a 1�ne e n �ce
4tillty
109,05
- -
30.02
ot
S
SS
............ 1W - - - 7 '
�IDE SEWER LOCATION
FROM CITY RECORDS,
]CD
3>C3n
82;z
CD;u
td
Parcel:B N
= 4 r-
W.05
Parcel A
z
=r
I>
C� C M
MW
C3
a
z
1"o
NEW ADDRESS #21020
ro
(�
M k=j C3
<
building
NEW ADDRESS #21010
�D
Ln M
>
2: 1
IM
r-
00
4
C3
(OLD ADDRESS #21020>
co
bo r10-
LA
<
<
(4
z
M
IM
C)
j<
Northeast corner
of building encroaches
::i by 0.3 easterly,
d
bull.ding 0
U
Z I L'
030
--r ------------------------------
w 24 FT. WIDE
P' INGRESS/EGRESS, UTILITY
8 C AND DRAINAGE EASEMENT,
L 109,05
lics 0.82 concrete wall d
Conway deed corner falls N 89:
0,06 north and 0,74 west Found tack In lead at
of the southwest carrier base footing of
of 0.82 wide concrete concrete wall 0,02
wall, (Corner not set), south and 0.23 west
(Not a common corner), of Conway calculated
position. (Not a
BLK. 6 common corner),
5 BROADUS DAVID 4
0.67
02' E
South face of
conc. wall on
deed line,
louliollng
ACCESS MOBILITY
SYSTEMS
�orer
Found R.M.A. Iron 0 e
bar #4561 0.07 north
'h
and 0.00 east of
calculated position at
southeast deed
corner,
Also f ound 3 /4 bar
0.48 south and 0.39
east
of calculated position,
CM
30
1
30 0 30 60
mm 90
Scatei 11 =
EQUIPMENT AND PROCEDUREi
ACCURACY MEETS WAC 332-130-090,
05' TOTAL STATION USED FOR A TRAVERSE.
MONUMENTS SHOWN VISITED 23 JAN., 2007.
THE EAST 109 F EARcEL A,
EET OF LOT 1 AND LOT 2, BLOCK 6, SEATTLE HEIGHTS
DIVISION NO, 4, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
9 OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
EXCEPT THE NORTH 110 FEET THEREOF, AND
EXCEPT THE SOUTH 12 FEET THEREOF,
CONTAINING 13,065.15 SQ, FT.
SUBJECT TO AN INGRESS, EGRESS, UTILITY AND DRAINAGE EASEMENT
OVER, ACROSS AND UNDER THE SOUTH 24.00 FEET THEREOF.
ALSO SUBJECT TO AN EASEMENT FOR DRAINAGE PURPOSES OVER, ACROSS
AND UNDER THE WEST 5.00 FEET THEREOF,
TOGETHER WITH AN EASEMENT FOR DRAINAGE PURPOSES OVER, ACROSS
AND UNDER THE WEST 5,00 FEET OF THE EAST 114,01) FEET OF SAID LOTS
I & 2, BLOCK 6, SEATTLE HEIGHTS DIVISION NO, 4.
EXCEPT FOR THE NORTH 110.00 FEET THEREOF, AND
EXCEPT FOR THE SOUTH 12.00 FEET THEREOF,
NEW LEGAL DESC
_z1QRxMI2l2 _CEL Bi
_Eau."
THE EAST 208.00 FEET OF LOT 1 AND LOT 2, BLOCK 6, SEATTLE HEIGHTS
DIVISION NO, 4, ACCORDING TO THE PLAT THERE13F RECORDED IN VOLUME
9 OF PLATS, PAGE 11, RECORDS [IF SNOHOMISH COUNTY, WASHINGTON,
EXCEPT THE NORTH 110,00 FEET THEREOF, AND
EXCEPT THE EAST 109.00 FEET THEREOF,
TOGETHER WITH THE SOUTH 12.00 FEET OF THE EAST 109.00 FEET
THEREOF OF SAID LOT 2.
CONTAINING 14,361,49 SO. FT.
SUBJECT TO AN EASEMENT FOR DRAINAGE PURPOSES OVER, ACROSS AND
UNDER THE EAST 5,00 FEET OF THE WEST 99-00 FEET THEREOF, LESS
THE SOUTH 12,00 FEET OF SAID EAST 5.00 FEET,
TOGETHER WITH AN EASEMENT FOR DRAINAGE PURPOSES OVER, ACROSS
AND UNDER THE WEST 5.00 FEET OF THE EAST 109.00 FEET OF SAID LOTS
1 & 2, BLOCK 6, SEATTLE HEIGHTS DIV, NO, 4.
EXCEPT THE NORTH 110-00 FEET THEREOF, AND
EXCEPT THE SOUTH 12,00 FEET THEREOF,
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, UTILITIES AND
DRAINAGE PURPOSES OVER, ACROSS AND UNDER THE FOLLOWINGi
THE NORTH 24.00 FEET OF THE SOUTH 36,00 FEET OF THE EAST 109,00
FEET OF SAID LOT 2, BLOCK 6, SEATTLE HEIGHTS DIV, #4,
ZONING - C152
ra
M
Z11 Found Iron bar
P.G.S, INC, #35971-
-29282 on right
of way.
,&IAR 2 4 2013
61.m
UITY C' F.Xf�',)N"Ds
or"T'"n"'EET FILE
BROKEN MONUMENT
212th. ST. S.W. IN CASING,
(NOT USED),
IN THE S,E, 1/4 S.W. 1/4, SEC. 20, T-27-N, R-04-E, WX
SURVEYOR'S CERTIFICATE I Surveys * Topography * Sanitation * Short Plats * Formal Plats I 11N lrlr- WIT OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
This map correctly represents a survey made by me
or under my direction in conformance with the
requirements of the Survey Recording Act at the
request of ..TERR.ENC.E,.CONWA.Y .... I ......... in AUG...
.... .... . ........ . ...... ..... 2007
CERTIFICATE NUMBER .... 2�§Z ..........
CHENOWETH
ASSOCIATES, INC., P.S.
Professional Land Surveyors
18130 Midvale Ave. N., STE. A
Seattle Wa. 98133
(206)-542-2188 * (425)-672-8333
FAX YA (425)-672-8333
CRE PROPERTIES L.L.C.
D WN. B Y: DATE: JOB NO. LS 27002
PAUL J. PISINGER 5 SEP., 2007 F.B. 211 P. 65
CHKD. BY: SCALE: SHEET
A.W. CHENOWETH 1" - 30' 1 OF 1
75
e%
z7REET FILE
/T1% # x" IN 1 1/2" DOMED
BRASS DISK IN
CONCRETE MONUMENT
210th. ST. SAN. IT rinwm -A a im imewn
Note: Sewer card #6725 for building 0
21020 - 70th Ave. W. shows connection -4
to sanitary sewer on 210th St. S.W..
soil
DOUG 2 FT. DEEP IN
PATCH. COULD NOT
FIND MONUMENT. 20 0 20 40 60
USED 2 2FT. SMALL
P,K. REFERENCE
I asphalt 0 POINTS. Scale: 1" 200
A- 1 MERIDIAN PER SHORT SUBDIVISION FOR LLOYD H. KOPP REC.
#8010300227. (N 02-33-23" W) 70TH. AVE. W.
S.P. REC. #8010300227 sanitary sewer EQUIPMENT AND PROCEDURE:
Ln manhole rim-409.55 ACCURACY MEETS WAC 332-130-090.
05" TOTAL STATION USED FOR A TRAVERSE.
MONUMENTS SHOWN VISITED 23 JAN., 2007
Catch basin to
rim = 409.08 THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF
asphalt PARTIES WHOSE NAMES APPEAR HEREON ONLY AND DOES NOT
EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS
Catch basin in this RECERTIFICATION BY THE LAND SURVEYOR.
area under surface 01 "Cl
building in -0
10 debris. asphalt #2`1000 water 0 BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED
I building soil Set magnetic nal met r LOCATIONS - OWNERSHIP LINES MAY VARY. NO GUARANTEE OF
1 #7020 S 89' 17'06" W 104.05 1 104.05 S 89*17'06" W in collar #9567. OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY MAY NOT
Set iron I PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS
bar #9567. soil 02 AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF
2C soil 26�. 10' THIS PROPERTY.
cyclone fence metal 10 FT. DRAINAGE EASEMENT
hopper asphalt (10 x 114)
utility
-po e h.0
r- -a- - - VERTICAL DATUM'
PER GRADING AND DRAINAGE PLAN FOR SHEPPARD MILLWORK, INC.
FILE #910827 (CITY OF EDMONDS).
FINISHED FLOOR ELEVATION AS SHOWN ON THIS MAP = 409.20
402 406 (9 BENCH MARK - TOP OF ON -OFF BOLT ON TOP OF ANNISTON FIRE
soil HYDRANT ELEVATION = 408.32.
�43
0
4b. LEGAL DESCRIPTIObl:
402 1 THE EAST 208.00 FEET OF LOTS 1 AND 2, BLOCK 6, SEA17LE
Catch basin 8 1 n
SP 2 ".1 K HEIGHTS DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN
rim 407.29 -a q'.T K asphalt 408
0000 0 VOLUME 9 OF PLATS, PAGE 11, RECORDS OF SNOHOMISH COUNTY,
R 21 z WASHINGTON;
0 C gas z
U(nz 409.20
Q r- rn finished floor valves EXCEPT THE NORTH 110.00 FEET THEREOF.
�02 CD Gm*
building
z #21020 >
co 14
ZVI C4 < SUBVEY NOTES
gas
L4 2 > meter M SEE REID MIDDLETON SHORT PLAT OF SITE FILE #79-033 REC.
a�er
0 er
rn #8010300227.
R.O.S. fps SEE R.O.S. BOOK 19, P. 63, BOOK 28, P. 171, BOOK 14. P. 42
VOL.14, P.42 03
00 AND BOOK 6. P. 87.
SEE R.O.S. REC. #200602135064, 200603285252
SEE PLAT OF HOYTS ACRES, VOL. 16, P. 26.
_(0
C) Qj
4b. Note: drainage
plan #910827 city
of Edmonds shows
48" CMP pi e. Drain manhole asphalt asphalt
0 sanitary sewer
rim = 408.88
manhole rim-406.54
0-- overflow - 407.1
i:0 K 408
0.3- 'IWO. 403.8 403. 40 40�4 2.4 CS 1 0
encroachment soil Catch basin 15 CMP 5-CMP CB 2
rim 407.86
0.82 concrete wall Catch basin CB 170,
building rim 407-92 soil Catch basin asphalt
'a rim - 408.01
000
101 Sol 0
10 V_ soil 0
208.10 0.67 concrete wall X0q
U 0� as
/�".82 concrete wall
S 89*18'02" W 104.05 V(� so'll 104.05 S 89"18'02" W $011
Conway deed corner falls '7 3ro asphalt vwger
0.06 north and 0.74 west at 0- ire Found Iron bar
of the southwest corner Found tack in lea P,G*S, INC.0,31971-,
base footing of cc
of 0.82 wide concrete )ncrete Catch basin #1 hydrant -29282 n right
BLK. 6 wall 0.02 south and 0.23 rim - 407.64 of way.
wall. (Corner not set). west of Conway calculated
(Not a common corner). position. building Inv. 8*CMP NEST 402.4
(Not a common comer). Inv. 8"CMP EAST 402.2
Found R.M.A. iron Catch basin #2
bar #4561 0.07 north rim - 407.25
and 0.00 east of Inv. 15"CMP WEST = 403.5
calculated position at Inv. 8CMP EAST - 403.5
C H southeast deed corner. Overflow EAST = 405.7 30 1 30
Also found 3 /4 bar Catch basin #3
0.48 south and 0.39 east rim = 405.62
A �z
�1 of calculated position. Inv. 8"CMP NEST - 402.6
5 4 mt. 3 Inv. 12"CPP NORTH = 402.0 0
Inv. 12"CPP SOUTH - 400.0 sanitary sewer
manhole rim=404.46
/ST
lj�iji�
Emnsiogi BROKEN MONUMENT 1 1000
212th. ST. S.W. IN CASINGi
(NOT USED).
IN THE S.E. 1/4 S.W. 1/4, SEC. 20, T-27-N, R-04-E, W.M.
IN THE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
RECORDER S CERTIFICATE ............... SURVEYOR S CERTIFICATE Survep * Topography Sanitation Short Plats * Formal Plats
filed for record this .......... day of ......... 2007 at ...... M This map correctly represents a survey made by me I xr_%
in book ...... of ........ at page ...... at the request of or under my direction in conformance with the CHENOWETH TERDANCE CONWAY
ALBERT W. CHENOWETH requirements of the Survey Recording Act at the & ASSOCIATES, INC., P.S.
..................................................... uest of Xffjl�,�Nq�_CONW JOB NO. LS 27002
�Y Professional Land Surveyors DWN. BY: DATE:
req ...... in �ffl ........ 2007
At__f 18130 Midvale Ave. N., STE.,A PAUL J. PISINGER 29 JAN., 2007 F. B, 211 P. 65
................................... ...... .....
............... ..
.................................. . .... . . . .. Seattle Wa. 98133 CHKD. BY: SCALE: SHEET
MGR. SUPT. OF RECORDS CERTIFICATE NUMBER ..... 9567 .......... (206)-542-2188 * (425)-672-8333
FAX * (425)-672-8333 A.W. CHENOWETH 1 20 1 OF 1
'.34TREET RLE
012006
az &
41Z s
STBREET, HLE
RVOUB
[ I MAk EA
Tts i � Eii i lm Aii a M m
2::1020 70TH AVE W
EDMONDS, WA 98026
OWNER/APPUCANT CONSULTANTS
CRE PROPERTIES, LLC
ARCHITECT
2102470TH AVE W.
TAYLOR GREGORY BUTTERFIELD
EDMONDS, WA 98026
21911 78TH AVE W., SUITE 210
425.774.3881
EDMONDS, WA 98026
425.788.1530 FAX 425-774-7803
CONTACT. MIKE ADAMS
SURVEYOR
CHENOWETH & ASSCOCIATES, INC
18130 MIDVALE AVE N, STE A
SEATTLE, WA 98133
206.542.2188 FAX 425.672.833
CONTACT. ALBERT W. CHENOWETH
CIVIL ENGINEER
CG ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT. CHRIS ANDERSON, PE
U11LITIES
WATER/8E_WERX= DRAINAGE
CITY OF EDMONDS
7110 21 OTH ST SW
EDMONDS, WA 98020
425.775.2525
SE 1/4, SW 1/4, SECTION 20, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
LEGAL DESCRIP11ON
THE EAST 208.00 FEET OF LOTS 1
AND Z BLOCK 6. SEATTLE HEIGHTS
DIVISION NO. 4, ACCORDING TO THE
PLAT RECORDED IN VOLUME 9 OF
PLATS, PAGE 11, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON;
EXCEPT THE NORTH 110.00 FEET
THEREOF.
BENCHMARK
TOP OF ON -OFF BOLT ON TOP
OF ANNISTON FIRE HYDRANT
ELEVATION = 408.32.
VER11CAL DATUM
PER GRADING AND DRAINAGE PLAN
FOR SHEPPARD MILLWORK, INC. FILE
#910827 (CITY OF EDMONDS).
FINISHED FLOOR ELEVATION AS
SHOWN ON THIS MAP = 409.20
SHEETINDEX
C1.1 COVER SHEET & GENERAL NOTES
C2.1 TESC PLAN (EXISTING CONDITIONS)
C2.2 TESC DETAILS
C3.1 GRADING & DRAINAGE PLAN
C3.2 DRAINAGE DETAILS
C4.1 WATER & SEWER PLAN
C4.2 WATER & SEWER DETAILS
PROJECT SITE
NTS
LEGEND
DESCRIHON EAUNG PROPOSED
CITY OF EDMONDS GENERAL NOTES
PROPERTYLINE
GENERAL NOTES:
STORM DRAINAGE NORES:
CENTERLINE
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS� CATCH BASINS AND
PIPES
CLEARING LIMITS BOUNDARY
CITY OF EDMONDS STANDARDS, THE FOLLOWING SPECIFICATIONS AND CODES, AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
SEDIMENT BARRIER
_x_x
ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES,
NO FOOTING AND SUBFLOOR DRAINS SHALL BE CONNECTED TO DETENTION SYSTEM.
1. ALL STORM SEWER PIPE SHALL CONFORM WlITH CURRENT EDITION OF WSDOT'S
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND
-CURRENT EDITION IBC
1& CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
TO CITY STANDARDS.
CONTOUR LINE
_____loo
100
-CURRENT EDITION WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD,
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
BRIDGE AND MUNICIPAL CONSTRUCTION
Z ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL
FENCE
x- x-
_x_x
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE
MATERIAL
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
SHALL BE RETURNED TO THE EQUIVALENT OF THOR PRECONSTRUCTION COND11ION
SANITARY SEWER LINE
_ss-
> _ss-
IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
3. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR
WITH A LOOSE 8,
MANHOLE
@
@
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER
PIPE -ARCH IN LAYERS AVERAGE DEPTH OF 6', MAXIMUM DEPTH
TO WSDOT STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
THOROUGHLY TAMPING EACH LAYER. COMPACTED LAYERS MUST EXTEND FOR ONE
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. (REFER
STORM DRAIN MAIN
-SD-
<
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
COMPLE-nON OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
TO WSDOT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION
CONSTRUCTION IS IN PROGRESS.
GRADING AND EROSION CONTROL REQUIREMENTS.
2-03.3(14)C, METHOD B & C.
STORM DRAIN PIPE
- - - - - - - - -
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
4. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO T-99
ROOF DRAIN
_R
R
APPROVAL
DENSITY OF 9OX USE REASONABLE CARE IN HANDLING AND INSTALLATION.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
ON A SET OF *AS-BUIL'r DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
5. ALL DRAINAGE PIPE COUPLINGS� FITTINGS, ADAPTERS & APPURTENANCES SHALL
BE SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE INSTALLED
FOOTING DRAIN
CATCH BASIN (TYR- 1)
El
F
E3
COND17IONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
PER MANUFACTURE'S RECOMMENDATIONS.
OWNER PRIOR TO PROJECT COMPLE11ON AND AAC,�TANCE. A'zsml:I% -CO ar,
ipgoilloob -vb " ofr-ft�Aom% V-wl�u -
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
-
6. ALL CATCH BASINS SHALL HAVE LOCKING LIDS.
CATCH BASIN (TYPE
@
@
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
CONTOURS OR SPOT ELEVATIONS SHOWN.
CLEANOUT
7. THE LOCATIONS OF EASTING UTILITIES AND SITE FEATURES SHOWN HEREON
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5%
CATCH BASINS AND MANHOLES
CLWWT AND Wv
0
HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED.
'
0
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
2. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL
SURFACE SWALE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS� EASTING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND
BE A TYPE 11 CB OR LARGER (MANHOLE).
DRAINAGE ARROW
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE� TYPE AND
PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE,
WATER
-WA-
COND11ION OF E)USTING UTILITY LINES AT CONNECTION OR CROSSING POINTS
SHORING AND BRACING, AS REWIRED.
INLET, AND CATCH BASIN FRAMES AND GRATES PER CITY STANDARDS JiST PRIOR
TO POURING OF CURBS AND PAVING.
BEFORE TRENCHING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES
26. CONTRACTOR SHALL NOTIFY THE LOCAL FIRE MARSHALL TWENTY-FOUR HOURS
WATER METER
EH
AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS�
4. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL
FIRE HYDRANT
lc�
STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
8. CONTRACTOR SHALL LOCATE AND PR07ECT ALL UTILITIES DURING
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
5. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE
LOCKING LIDS.
GATE VALVE
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
APPROVAL FROM THE FIRE MARSHALL.
SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
6. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND
TEE
Fl-I
9. CONTRACTOR SHALL VERIFY ALL COND11IONS AND DIMENSIONS AT THE PROJECT
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND
MANHOLES EXCEEDING 5 FEET IN DEPTH.
90' - BEND
STE BEFORE STARTING WORK AND SHALL N07IFY OWNER'S REPRESENTATIVE OF
APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL,
BE MADE ONLY WITH THE WIRITTEN APPROVAL OF THE AUTHORITIES GOVERNING
7. ALL CATCH BASINS WITHIN THE CITY RIGHT-OF-WAY SHALL BE LOCKING VANED
ANY DISCREPANCIES.
GRATES.
THRUST BLOCK
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
28. EXISTING UTILITY LINES IN SERVICE VMICH ARE DAMAGED DUE TO
CAP
E
FIELD CONDITIONS.
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
CONCRETE PAVEM`.NT
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (VMERE
.4
APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOYN BY DIMENSION, WHERE NO
THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
DIMENSIONS ARE INDICATED, LOCATIONS MAY' BE SCALED FROM DRAWINGS. FIELD
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE
ASPHALT PAVEME4T
RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
30. WHERE NEW PIPE CLEARS AN EMSTING OR NEW UTILITY BY 6" OR LESS,
CRUSHED SURFA(flG
0
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
00 n 0
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM
31. SEE MECHANICAL DRAWINGS (WliERE APPLICABLE) FOR CONTINUATION OF SITE
ROCKERY
mm:30c=
DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL IF SOIL IS
U71UIIES WITHIN THE BUILDING.
DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT
SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
SPOT ELEVATION
20.0
20.0
PER GEOTECHNICAL REPORT.
WORK.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS
33. SEE LANDSCAPE DRAIMNGS (WliERE APPLICABLE) FOR SITE IRRIGATION
TELEPHONE LINE
T - - -
T
OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE
SYSTEM.
POWERLINE
E - - -
FEATURES.
E-
34. STREET CLOSURES WILL NOT BE PERMITTED. -CONTRACTOR SHALL PROVIDE
GAS LINE
G - - -
G
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
PROPER TRAFFIC CONTROL TO INSURE TRAFFIC FLOW IN AND AROUND THE
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND
INTERSECTION. THE CONTRACTOR SHALL REQUEST ANY STREET CLOSURE IN
APPROVEDAS NOTED
PRESSURE LINE
SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE
WRITING TO THE CITY ENGINEER, ONE WEEK PRIOR TO THE EFFECTIVE DATE.
BY ENGINEERING
I?
PLANS.
CLOSURE OF THE STREET SHALL BE TEMPORARY IN NATURE AND THE CONTRACTOR
SIGN
n
16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
SHALL COORDINATE WITH OTHER DEVELOPERS IN THE AREA, WHO MH BE USING
THE STREET FOR A CONSTRUCTION ACCESS. IF APPROVAL IS GIVEN TO
Date:
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE
TEMPORARILY CLOSE THE STREET,.THE CONTRACTOR SHALL POST SIGNS AND
LUMINARY
APPROVED BY THE ENGINEER.
NOTIFY THE ADJACENT NEIGHBORS IN ADVANCE OF ANY CLOSURE.
MAILBOX
A35.
THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE DUST CREATED BY
MONUMENT
CONSTRUCTION AND MAINTAIN DEVICES AND/OR PROCEDURE TO REDUCE DUST
UNTIL THE WORK IS COMPLETE.
q5-o(o CoAlpftcrum. 5aam%7v comip"vQ
_wsl "�ws -to cillal Meg 10 e4qlocl
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STREET
THESE PLANS HAVE BEEN PREPARED
FOR AGENCY
REVIEW
AND
ARE
SUBJECT
TO CHANGE.
DO
NOT
USE
FOR
CONSTRUCTION
OR
BIDDING PURPOSES WITHOUT SIGNED AGENCY
APPROVAL STAMP. CALL
BEFORE YOU DIG
1-800-424-5555.
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JOB NO:
07259.20
DATE:
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ASPHIALT T
CATCH BASIN IN THIS
AREA UNDER SURFACE
DEBRIS- BuldiNG,
vt
ASPHALT 210 00
SET MAGNETIC kVATER
BUILDING (APPROX. LOCATION) SOIL 109.05 S 8917'OV W NAIL IN COLLAR METER
#7020 EX. CATCH BASIN #9567. ED (f)
RIM 408.96 891-1`06- W 99.05 30.02T
SET RON jLNV= 405.6± y
BAR "9567. -
x x SOIL 1O'W x 1141 DRAINAGE EASEMENT y I
X-X-X x
X-X x SOIL A EASEMENT#200D 2
"yclonp, f nce METAL RECORDED 06/2 Im, A
t200
-7n I jO
7 1 HOPPER ASPHALT SNOHOMISH COUNTY, WASHINGTON
UTILIT"Y Z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
n,
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cn
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INSTALL 200 LF OF T
FILTER FABRIC FENCE
W
402 CD
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T INSTALL 120 LF. OF
C� TEMP. CHAIN LINK FENCE
4-
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MATERIALS & EQUIPMENT I
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SEDIMENT PROTECTIOMN 2.
T
P= .48/
//m 'I PLAN #9' 827 CITY RAIN MANHOLE ASPHALI ASPHALT
RRA 408.88 OVERFL0 407.1 INSTALL CATCH BASIN
IOWS 4 00P PIPE.
*INENT PROTECTION
03 - 4-03.. (Y)
STRUCTION PARKING AREA
7 4 403.4 4 02. 4 SS MANHOLE
ENCROACHMENT (4O!x2O!) sod CATCH BASIN 8"CMP RIM=406.54
8"CIMP cf)
RIM 407.92
RIM 407.86 v) INV= 400.54± (N'
C>- IT INV= 400,44± (S)
(INVERTS TO BE
cz vet -'I N�� U13#3 T FIELD VERIFIED'
0.82' THICK CONCRETE �UA�L 109-05 ASPHALT S "1.0Z-W----403-5
<
/* INSTALL TEMPORARY
CONSTRUCTION
ENTRANCE Q-)
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< SOIL PO I
TOP= 40m..44 CATCH BASIN 0.67' THIC.1". CONCRETE WALL 04 1- Po In
RIL0
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0.82' THICK CONCRETE V-IALL
W SOIL
REMOVE 38 LF OF RAILROAD
S BMW
TOP= 401146 S 8918'02" W 201110 BOTTOM= 39118 - C�011- '104 TlE RETAINING WALL WATER
VALVE
CON'�UAY DEED CORNER
ASPHALT (TO BE REMOVED) W
BOTTOM= 398.8 FALLS 0.06 NORTH AND FOUND IRON BAR
0.74 W'EST OF THE FOUND TACK IN LEAD AT - -----
p FIRE P.G.S. INC,
BASE FOOTING OF CONCRETE WALL 0.02 SOUTH AND HYDRANT 35971
CH BASIN #1 (EXISTING) INSTALL TEMPORARY # -29282
SOUTHVFEST CORNER 01'
A
0.82 �4,`IDE CONCRETE 0.23 WEST OF CONWAY CALCULATED POSITION. CAT�l 01)
Rl� ADDRESS SIGN ON RIGHT OF WAY. T
(NOT A COMhION CORNER). jI = 407.54 1
L, L WALL. (CORNER NOT SET'- INV. (�"C'MP WEST = 402.4
(NOT /' COMIMON INV. u`CMP EAST = 402.2
CORNEF `1
CATCH BASIN 112 (EXISTING)
I
RIMI = 407.25
t >
FOUND R.MA. IRON INV. 15"CtiIP WEST 403.5 1 1 1 1 c� I
BAR #45-01 0.07 NORTH INV. 8`CtvIP EAST 403.5 y
AND 0.00 EAST OF OVERFLOW EAST 405.7
CALCULATED POSITION AT
SOUTHEAST DEED CORNER. CATCH BASIN #3 (EXISTING)
RIM = 405.62
ALSO FOUND 3 /4 BAIR INV, 8"CMP WEST = 402.6 30' T54
0.48 SOUTH AND O.J9 EAST INV. 12"CPP NORTH = 402.0 1
OF CALCULATED POSITION. INV. 12"CPP SOUTH = 400.0
APPROVED AS NOTED I
BY ENGIVEERI I
U
Date: SANITARY SEWER
NA AN11-101 i: PRA-AnA Ar,
TEMPORARY EROSION CONTROL PLAN (EXISTING CONDITIONS)
SCALE: 1 w-�l 0 N
10 0 5 10 20
THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555.
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DATE:
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FILTER FABRIC MATERIAL IN
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CITY OF
SCALE: NTS
CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISIONS STANDARD DETAIL
APPWVED BY DATE
FILTER FABRIC FENCE FILTRATION SYSTEMS
DATE 0- 1 SCALE DWO NO. Fm
7/24/ 1 NTS I
ONDS STD. DETAIL - FILTER FABRIC FENCI
SE 1/4, SW 1/4, SECTION 20, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
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CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE
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'L*,ITY INSPECTION REQUIRED ON ALL EROSION CONTRO
lEASURES BEFORE WORK CAN BEGIN.
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I DATE 7/24/01 1 scmi NTS IDWG NO' E1.2
EDMONDS STD. DETAIL - CONSTRUCTION ENTRANCE
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN.
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RATE
STRAW BALES MAY BE USED IN
CERTAIN CIRCUMSTANCES (SEE
DETAIL El.1.1% THIS APPLICAITON
SHALL BE MAINTAINED AT ALL
TIMES DURING CONSTRUCITON
PERIOD.
-F. D.M-0-ND-S.-
REVISIONS STANDARD DETAIL
APMVED BY DATE
D. GEBERT 10/6/03
D. GEBERT 05/19/05 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS
—D, GEBERT 05/05/06 DATE 7/24/01 1 SCALE NTS IDWG No' E1.3
CITY OF EDMONDS STD. DETAIL - SEDIMENT TRAP
SCALE: NTS
IT-01W.", M.M. = �31'
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JUN 10 LUUb
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R. 0. S.
VOL. 14,
P. 4 2
NEW RETAINING WALL
(SEE STRUCTURAL
PLANS FOR DETAILS)
ENCROACHMENT
_B6wNL
GRADING & DRAINAGE
I;r
.A1 F- 1 1 n'
GRADING QUANflflES
TOTAL EXCAVAT10N (CUT) — 494 CU. YDS.
TOTAL EMBANKMENT (FILO — 992 CU. YDS.
TOTAL 1486 CU. YDS.
THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT
PROCESS ONLY. THESE VALUES ARE APPRO)OMATE.
DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING
PURPOSES. I
SOUIHWE�l CUNNLK J�
0,82 WIDE CONCRETE
WALL. (CORNER NOT SET).
(NOT A COMMON
CORNER).
LANA
11 LOT AREA = 0.30 AC. 11
DEVELOPED IMPERVIOUS AREA = 0.24 AC.
DEVELOPED PERVIOUS AREA = 0.06 AC. �
11 % IMPERVIOUS = 80% 1
CATCH BASIN IN THIS
A F)F A I I K IF) E-D 01 1 DE A PE
SE 1/4, SW 1/4, SECTION 20, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
S.P. REC. #8010300227
0.23 WEST OF CONWAY CALCULATED POSITION.
(NOT A COMMON CORNER).
CI3 #I (TYPE I-L)
RIM= 408.15± (SOLID LID)
Mal
FOUND R.M.A. IRON
BAR #4561 0.07 NORTH
AND 0.00 EAST OF
CALCULATED POSITION AT
SOUTHEAST DEED CORNER.
ALSO FOUND 3 /4 BAR
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OF CALCULATED POSITION.
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SET MAGNETIC "M 11 F\ T I
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RECORDED 06/08/2000 A
�n
ASPHALT SNOHOMISH COUNTY, WASHINGTON
---------- L ------------------
RIM 407, 1 5 1 4 IT I
INV. 8"CMP WEST =
402.4
INV. 8"CMP EAST =
402.2
CATCH BASIN #2 (EXISTING)
RIM = 407.25
INV. 15"CMP WEST
403.5
INV. 8"CMP EAST
OVERFLOW FAST =
403.5
405.7
APPROVED AS NOTED
BY ENGINEERING
CATCH BASIN #3 (EXISTING)
—ME
RIM = 405.62
Date:
INV. 8"CMP WEST =
402.6
INV. 12"CPP NORTH
= 402.0
INV. 12"CPP SOUTH
= 400.0
OA
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THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP.
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STRUCTURE NTH
PAVEMENT SECTION
SCALE: 1 m= 1'
LIVE STORAGE = 485 FV
:403.55
SE 1/4, SW 1/4, SECTION 20, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
SHEAR GATE LIFT HANDLE (HOOKS
ONTO LADDER RUNG WHEN SHEAR STD LOCKING MH FRAME
GATE IS IN CLOSED POSITION & COVER MARKED "DRAINm
POLYPROPYLENE SAFETY
STEP 10 O.C. (TYP.) /,AdK%RIM=408.0±
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21 ALUMINUM CMP ARCH
DETENTION TANK (16 GA) 0.5' DEAD STORAGE
CLASS 'B5 ASPHALT CONCRETE
WEARING COURSE (WSDOT STD.
SPEC 5-04.0)
CRUSHED SURFACING
BASE COURSE (WSDOT STD.
SPEC 9-03.9(3))
SUITABLE NATIVE MATERIAL FILL;
TOP 12' COMPACTED TO A
MINIMUM OF 95% RELATIVE
COMPACTION USING AASHTO
T-180 (ASTM D1557).
UNSUITABLE NATIVE MATERIAL
SHALL BE REPLACED.
NOTES:
1. SEE CITY OF EDMONDS FOR DETAILF-D
INFORMATION ON MATERIALS, CLEARANCES AND CONSTRUCTION
OF FLOW CONTROL STRUCTURE.
2. RESTRICTOR ORIFICES TO BE SHOP DRILLED, SHARP EDGED.
3. RESTRICTOR ELBOW LOCATIONS ARE SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. ACTUAL ORIENTATION OF ELBOWS SHALL BE PER
PLAN MEW OF FLOW CONTROL STRUCTURE
TION TANK - SECTION A
OUTLET STUB
(SEE NOTES 4*5)
L2'
PB C
2)
2 <-�q2
6" MIN.
OVERFLOW
IE=405.80
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INLET GRATE OPENING 2 112"
CONCRETE COLLAR
OUTLET STUB (SEE NOTE G)
(SEE NOTES 4$5)
5TORMfILTER
CARTRIDGE (TYP)
(SEE NOTE 2)
CLEANOUT ACCESS UNDERDRAIN
55
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2-4" 2'
IN51DE IN-91DE
4'-4 3/4"
OUT51DE
THE 5TORMWATER MANAGEMENT
5tormfilte 0
1 -CARTRIDGE CATCHBASIN - SECTION VIEW U.S. PATENT No. 5'322.G29,
No. 5,707,527, No. G,027,G39
No. G,G49,048, No. 5.G24,57G.
AND OTHER U.S. AND FOREIGN
02006 CONTECH Stormwater Solutions PATENTS PENDING
STEEL CATCHBASIN STORMFILTER DRAWING
PLAN AND SECTION VIEWS
STORMWATER STANDARD DETAIL - 1 CARTRIDGE UNIT
1/3
G
contechstonnwater.com DATE.11101105 ISCALE-.NONE I FILE NAME: CBSF1-S-DTL IDRAWN:MJW ICHECKED:AR I
� STEEL CATCHBASIN STORMFILTER A
SCALE: NTS
8*0 CMP FLOW
CONTROL ASSEMBLY
RESTRICTOR PLATE
W/ 0.67-0 ORIRCE
CB#2 - 48- (TYPE 11)
4"0 OPENING -
PERMANENT POOL
ELEVATION
5 1/4"
VARIES 1
Z-3 5/8" MAX. 2--3 5/8"
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5"
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T . L-- I
1 -CARTRIDGE CATCHBASIN - SECTION VIEW
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5tormfilter(ID
U.5. PATENT No. 5.322,G29,
No. 5,707.527, No. G.027,G39
No' G,G49,048, No. 5,G24,57G,
AND OTHER U.S. AND FOREIGN
(02006 CONTECH Stormwater Solutions PATENTS PENDING
6rA2L1N\I//1:::: STEEL CATCHBASIN STORIVIFILTER DRAWING
14
1:F%1FFq- S &MIM10 SECTION VIEWS 2
STORMWATER STANDARD DETAIL - 1 CARTRIDGE UNIT
2J3
contechstormwater.com IDATE:11/01105 ISCALE:NONE FILE NAME: CBSF1 -S-DTL IDRAWN:MJW ICHECK
MLE: NTS (49" x 33" ALUMINUM CMP
GENERAL NOTE5
1) STORMf ILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (500) 545-4GGG7; SCARBOROUGH, ME (877)
907-8G7G; ELKRIDGE, MD OGG) 740-3318.
2) FILTERS TO BE SIPHON -ACTUATED AND 5ELf-CLEANING.
3) STEEL STRUCTURE TO BE MANUFACTURED Of 114 INCH STEEL PLATE.
4) 5TORMFILTER REQUIRES 2.3 FEET Of DROP FROM PIM TO OUTLET. INLET SHOULD NOT BE LOWEP THAN OUTLET. INLET (If
APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED 13Y ENGINEER AND PROVIDED 13Y CONTRACTOR.
5) C[35f EQUIPPED WITH 4 INCH (APPROXIMATE) LONG 5TU135 FOR INLET (If APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET
STUB 15 5 INCHES IN DIAMETER. MAXIMUM OUTLET STUB 1-9 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING
CAN BE MADE U51NG FLEXIBLE COUPLING 13Y CONTR.NCTOP.
G) FOP, H-20 LOAD RATING, CONCPETE COLLAR 15 REQUIPED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BAR5 TO
BE PROVIDED BY CONTRACTOR.
7) ALL 5TORMfILTER5 REQUIRE REGULAR MAINTENANCE. REfERTOOPERATION AND MAINTENANCE GUIDELINE5fORMORE
INFORMATION.
I -CARTRIDGE CATCHBA51N
5TORMfILTER DATA
STRUCTURE ID
CE5#4
WATER QUALITY f LOW RATE (cf5)
0.01
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0.03
RETURN PERIOD Of PEAK f LOW (yr5)
10
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15
MEDIA TYPE (C5f, PERLITE, ZPG)
ZPG
RIM ELEVATION
407.r.7
PIPE DATA:
I.E. I
DIAMETER
INLET5TUB
N/A I
1405.371
�/A
OUTLET STUB
8"
CONFIGURATION
OUTLET
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NO
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NO
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ENSURE 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 STAKE AT OR ABOVE FINISHED
GRADE.
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POSSIBLE
SEWER MAIN
LOCATION
CONNECTION AT
MAIN SHALL BE
AT 45' ANGLE
OR GREATER
POSSIBLE
r-- SEWER MAIN
N 0 T E- 22.59' OR LOCATION
1. WHEN TAPPING INTO EXISTING MAIN 45' BEND
AN INSERTA—TEE SHALL BE USED.
PLACEMENT OF TEE SHALL DEPEND
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.
1690-199V
D. GEBERT 01/28/04
D. GEBERT 05/06/05
1). GEBERT 4/2/07
CITY OF EDMONDS �
SCALE NTS
I
STANDARD DETAIL
TYPICAL SEWER LATERAL
7/24/01 1 SCALE NTS IDWG No' E6.4
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121+/-
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4' OR 6' SIDE SEWER-J
CLEAN OUT DETAIL AT PROPERTY LINE
12" LOCKING LAMPHOLE COVER
(EAST JORDAN IRON WORKS CO.)
6' RISER 12" PVC SLEEVE (MODEL #: 00366108)
PVC CAP
4CL NOTE.
TYPICAL NOUT UNDER ASPHALT SIDE SEWER JOINTS SHALL BE
OR CONCRETE GASKETED
IU90-199V
CITY OF
SCALE NTS
REVISIONS STANDARD DETAIL
APPFMM 1W M'm
11 GEBERT 6/16/03 SEWER CLEANOUT DETAILS
D. GEBERT 01/06/05
D. GEBERT 4/2/07 DATE 7/24/01 SCALE NTS ro NO. E6.2
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JOB NO: 07259.201
1 DATE: 01/22/081
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THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555. IA
JUN 10 2008
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PROJECT PROPERTY
21020 70TH AVE. W.
EDMONDS, WA 98026
TEMPORARY CONSTRUCTION FENCE
TO REMAIN THROUGH THE
DURATION OF CONSTRUCTION
APPROVED AS NOTED
BY ENGINEERING
— 0 117,
Date:
CHANNEUZING DEVICE
0 20' MAX O/C FOR
TAPER, TYP
CHANNELIZING DEVICE
@ 40- MAX O/C
TRUCKS ACCESS ROUTE
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taylor gregory butterfield architects
t 425.778.1530 21911 76th AveW. Suite 210,
f 425.774.7803 EdmondsWA98026
www.tgbarchitects.com
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ISSUANCE
CITY CORRECTIONS - QA/QC 5-05-08
CITY CORRECTIONS 6-10-08
CITY CORRECTIONS 7-22-08
---�jUILDING-DEPAMMENT
CITY, OF EDMONDS
PROJECT INFORMATION
PROJECT NO: 06131
PROJECT MANAGER: MQA
DRAWN BY: MQA
PERMIT SET
JANUARY 23,2008
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