19616 80TH AVE W.PDF111111111111
7098
19616 80TH AVE W
ADDRESS:
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TAX ACCOUNT/PARCEL NUMBER: �&7"-Z-042/ -
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:
3%-- — DETERMINATION: 0 Conditional Waiver E] Study Required LWa-'iver
rVO4
,411171"p
,6 d2l
DISCRETIONARY PERMIT #'S: �/v , ��//
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: —
PERMITS (OTHER): i
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #: ff ? &/—q -�— ��� 4/;
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
LATEMP\DS'l7s\Fomis\Street File Checklist.doc
CA File No:.
Critical Areat. Checklist
C);),
Site Infomiation (soil�/topogra'phy/hydrology/vegetation)
on �2.6 Iq I/C
1. SiteAddress/Locati
ax Number: '00 - 9101 06)/ —00 00 16 0 q1ol -e)O�2 00,S".4 0-13
2. Property T Account
3. App,'rqxiinat��Sii6�ize(�a�'cr'e'sbrs,qu?trefe,�t):,
4. Js this site currently developed? )(yes; no.
T
If yes; how is site developed? �2" owtv ho tt s -es 14 tji rs v- 3 6�r,�±fA 61,'
5. Describe the'general site topography. Check all that apply.
X Flat - less thari5-feet-elevation;6ange overentire site.
Rolling: slopes on site generally le'.-s than 15W (a-vmtical rise -of 10-feet over a horizontal
'distance,6f 664�6t)'
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 gr r -feet over a horizontal
.q , atey than*.30% Tresent on site (a veitical rise of 10
distance' o; f i6'ss' ihan 3346eb.
Other (please describe):
6. Site contains. areas. of year-round standi�gwaier: Approx. Depth:
con' sea tanding;-w-ate",
7. Site' taifis;areasof, eohals, r: 'IV 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway 0 floodplain' 0- of a watercourse.
9. Site con4ins a creek or an area where water'.flows across the grounds surface? Flows are year-round.?
Al 0 —Flows are seasonalT "(What tirne:d year?
10. Sitejs,prima�, forested. meadow shrubs mixed
ri d S
,urban landscaped, (Iawnshrubs,etc) 4h,41W..'n
11. Obvious wetlan,d is. present on site: 0AZ 0
Critical Areas Checklist.dbc/3.19.2001
.. V; 1 6 7
Clity
Development services Department
Ivi Y
Planning D sion'- -
Phone: 425.771.0220
Fax:-- 425.771.0221
0.F1t!qaLAr,eas'Fi1e-#,,!
Crltiqai'*� a-s" d"hecklist Fee: $45.00
daie''M 'aiied Io'Ao p-liban''t'
The Critical Areas Checklist contained- on this form --is to - erty owner, or
A prop - I . i 'his/her A'6thbriz4 p rle'sentative,
be filled out by any person preparin a Develd t fill out the:qhecklist-si ' !afiddatc it and submit it
..pment_' m.us-, gn
Permit Application for the City of Edmonds prior to t!q the City. The Citywill review the checklist, make a
his/her submittal of the application to the City. precursory site visit, 'an' " ma.6 *a deterrnin�atibn`- of the
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas, are,_R�,
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 (Criticial areas inventories, maps, or �soil
surveys).
lopment
subsequent steps'. necessary to complete a deve
permit application.
Plea�se 'sui-b,n)it, a., vici
pit .,along with the signed copy
.y rnap,
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 topogr4
phy map, etc.) or
studies in co!i on-!
j with this Checklist to assistant staff
in completing eir preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in -66h9ideration on the processing -of the application agrees
to release, indemnify, defend and hold, the City of Edmonds- harmlesis' from any andi:all damages;'ihchiding, reasonable
attorney's fees, airiising from any action or infraction based in. whole or. part upon fialse, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents o . r 6mploy'ees.
By my signature, I certify 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 APPLICANVAGENT DATE
Property Owner's Authorization'
By my signature, I certify that I have authorized the above Appli c-ant/Agent-to, apply for the subject land use'application,
and grant my permission for the public officials and the stiff of the City of Edinonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE -OF OWNER Rea doIA) v o To wtv h 0 t4
DW A
Owner/Applicant:
L /?
Name 6 0 4 100, _V72 e
Street Address
..:,. 04�
city State Zip
Telephone:
Email address (optional RECSIV90
Critical Areas Checklist.doc/3.19.2001 JUN 2 5 2.002
MM,�ww DEPT.
Applicant
DATE 3
7'//v'-e
Name* 0 A -fa 4/ DI /Z e'6$.O
/T
Street Address
ir—s 04 Alt. ON* S
city State zip
Telephone,:. 7�1
Email Address.foptio'nal):
CITY OF EDMONDS
-CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINES%
Lee—Weitzel/Humel
MAILING ADEIRESS
10008 151st Pl SE
0
TELEPHONE UMIJEH
Snohomish 481-4348
NAME
Ray Terry
Z' ADDRESS
300 120th Ave NE Bdg 3.'1233
LEXIONE NUMBER
Bellevue —T451-1005
CITY
NAME
Hurentiel Ccnstruction & Devl., Inc.
M ADDRESS
0 10008 151st Pl SE
HONE NUMBER
CI-Y P
Snohomish 481-4348
STATE LICENSE NUMBER
HUbMCD126CQ
Legal Description of Property - include all easements
(show below or attach two cop'les)
FE See Attahced - Building "B"
FAX ACCT * 192704-1-042-0002
N EW 1:1 PLUMBING
AODIALTER MECHANICAL,
DJ REPAIR SIGN
_XCAVATE
D E..U. FENCE �_FT)
SFI El FOR FILL
o CAR FIT El swim
El REMODEL GARPOGE POOL
E]V/OOOSTOVE/ RETAININGWALL/
INSE RT ROCKERY FIEN�111.1.
all W 6 1 & 4-
�UMBER OF STORIES NUMSER OF
2 DWELLING >6
UNI TS
IATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
Attached as Dart of
I V& U�17_1%07_ 1
NA2. /y, NUMBE IT
NO LID
1,0,
till,
TES
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. APPC
P
ROVED
EXIS1INGjV!.... REQUIREDDEOICATfON_
By
PROPOSED
z
E
RIGHT OF WAY CONSTFIUCTIO14 PERMIT REOUIRED
STREET USE PERMIT RSOUIPED
z
BY
SEE ENGINEERING MEMO DATED
REMARKS
tW 1, -1,V
1 Wd Z; �_We> 71W i P,
METER SIZE
SUPPLY SIIE
UNITS
IIIUILO:NG
IFIXTURE
R79
V 4ab
SIG. AREA
ENV. REVIEW
a
ALLOWED
PROPOSED
CO1P'ET1
EXII�PT
SHORELINE*
_�ARIAN-E OR CU
PLANNING REVIEW BY
ATE
SETBACKS
LOT COVE-AX
z
FRON'T51 SIDELC) REAR
REMARKS
CHECK�E�,
TYPE OF cONST RUCTION
C DIE
HEIGHT
SPECIAI. INSPECTOR.
P, EOUIRED
ARIA OCCUPANCY
GROUX11
OCCUPANT
LOAD
I, YES NO
REMARKS
PROGRESS INSPECTIONS PER UBC 305
z
'7
6i
VALUATION 7 FEE
PLAN CHECK FEE
BUILDING
.
.................. . —
c;FMA47
'b",
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY. GRADINGIFILL
Any construction on the public domain (curbs, sidewplKs,
driveways, marquees, etc '* ) will require sepamte permission. STATE SURCHARGE
Permit Application. 180 Days ENERGY CODZ
III
Permit Limit: 1 Year -Provided Work is Started Within 180 Days
"Applicant. on behalf of his or her spouse. heirs, assigns and
'o
successors in interest, agrees to indemnify, defend and hold
y of
harmless the Cit Eamonds, Washington, its officials.
e e mployees, and agents from any and all claims for damages of
6a
whatever nature. arising directly or indirectly from :he issuance
of this P. PLAN CHECK DEPOSIT
permit. Issuance of this permit shall not be deemed to
I w IV
m f . 0
odify waive r reduce any requirement of any city ordinance
or I I .
nor lirri i . n any way the City's ability to enforce any ordinance TOTAL
AMOUNT CUE
ro�, S. n
I hereby acknowledgo that I have read this application; the! the
mformation given is correct: and that I am the owner, or the duly
ATTEiATION
euthorized agent of the owner. I agree to comply with ci!y and
T.IS PETTV-1
5 :2te laws reguiating construction: and in doing the work au;1)or1z-
AUTHORIZES
he ' vby, no person wl�'
ed the.lvby, no person will tie employed in violation of the LatIor
ONL� THE
Cod a of (he State. of Washington relating to Workmen's Componsa.
WORK NOTED
in u.
INSPECTION
SIGN. u _ -o", E SIGILD
EPAPtYENT
CITY OF
EDMONDS
ATTENTION
771-3202
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
4 CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
QMXQ� �-Azrmlr
ox/w
Z/O
APPLICATION APPROVAL.
This apolication is not a permit until
signed by the Building Official -or his
Deputy: and fees ere pitid, and receipt 13
acknowledged in space provided,
DATE
;FF;10��TURI
W
ELCAS&P-07— L-' DA__ .7
�'X..,
'k
RIG
0 INAL — File YFLLUW ins ct
't, v
PINK — Owner GOLD — Atine
or
6
FC16
INF
CITY OF EDMONDS INE
MIT
CONSTRUCTION PERMIT APPLICATjON
OWNER NANICINAME OF BUSINLNS
Lee—Weitzel/Hurtrilel
MAILING ADDRESS
10008 151st PI SE
CITY I ELEPHONE UMf.'ZFI
Snohomish 481-4348
300 120th Ave NE Bldg 3.'1233
Y ITELEPHC
Bellevue 1451-
ME
Hu=el Construction Devl.,
DRESS
10008 151st Pl SE
I HIJ.xMCDl26CQ
Lega; Desc iption of Property - irclude all easements
(show belo or attach two cop:es)
M See Attached Building "A"
192704-1-042-0002
ElNEW
EJ RESIDENTIAL
PLUMBING
DADDIALIER
F_j COMMERCIAL
MECHANICAL
RCPAIR
"_OG
SIGN
EXCAVATE
FIN CIE
DEMOLISH
OR FILL
I—._F,
REMODEL
F CARPORT
—i GARAGE
swim
POOL
WOOD STOVE1 r7 RETAINING WALL/
INSERT I I ROCKERY
RENEWAL
R.
FE
0
NUMBER OF STORIES
NUMBER 01
2
D TELLING
UWNITS
4
PERMIT
NUMB[ A B 06 j..9 2.
1q6,2,0 1�m vr#4/jp- ljj;rc-f--
LF UAL UE 5C N CHECKI
SUBDIVIbIQN NO
PUBLIC PIGH7 T I TESCP
PER OFFICIAL S REET MAO.
___�WAY [PROVIDDY
EXISTING ir. REOUIAED DEDICATION_
PROPOSEV___�ef_.
RIGHT OF WAY CONSTRUCTION PERMIT REOURED
Ilz1hl
STRE ET USE PERMIT REOUIRED .
$EW By
SEE ENGINEERING MEMO DATED
RIIAIIKtZ
.j Tr .4"1 11)-7&0!4j
I- _ a
_rM;?476�
METER SIZE
WILLING SUPPLY SIZ-'., IF111URI UNITS
"'PA V ge t P
SIGN AREA
ALLOWED PROPOSED
1.11 IEW
CO.OLET� IEII�.E�k
I
L-- I
I r. RE..El
VARIANCE OR CU
REVIEW BY
IATE
1111-A"NING
SETIIACa� FEET., 17ZIT
I LOT CO EFTA
FRONT SI R EAR
RE A
& &
/ W-41- 1-7,
CHECKED BY �
TYPE OF CONSTRUCTION
C DE
HEt-.`IHT
SPECIAL INSPECTOR
I AREA
OCCU ANT
REOUIRED
JOCCUPANCY
C.,
ROUP
LOAD
I] YES t.. NO
REMARKS
PROGRESS INSPECTIONS PER UBC 305
Attached as part of plans.
VALUATtf4
Ftl
S�
PLAN CHECK FEE
See _)age A-2.
BUILDING
A8 L
0.
PLUMBING
r/170/17. MECHANICAL
66ON491--
This Permit covers work to be done on private property ONLY. GRADING/FILL
Any -.onstruction On the pub6c domain (curt:n, sidewplks,
driveways, marquees, etc.) will require separate permission. STATE SURCHARGE
Permit Application: 180 Days ENERGY CODE
Permit Limit: I Year - Provided Work is Started Within 180 Days
z
"Aoplicant. on behalf of his or her spouse. heir3, assigns and
4
successors in interest. agrees to indemnify, defend and hold
h a rm less the City of Edmonds, Was,'.ington, its officials.
employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance
this Issuance 1h;S be deemed to PLAN
CHECK DEPOSIT
of permit. of perntit shill not
dinance
. . . .
modify. waive or reduce any requiremeni 0; any city 0 r
any way the
nor limit City, s abi fly to an orce any oldinance TOTAL
AMOUNT DUE
. .
provision!�
I hereby acknowledge that I have read this application: that the
APPLICATION
information given is correct; and that I am the owner, or the cluly
ATTENTION
APPROV L
A
authorize agent of the owner. I agree to comply with city and
THIS PERMIT
late laws r g lating construction: and in doing The work autho!lz.
a a j
AU.-ORIZES
This application Is not a permit until
signed by the Building Official
1:
ed th ereby, TIT person will be employed in violation of the Labor
Co Of the SCtate of Washington relating to Workmen's Componsa-
cle
ONLY THE
WORK NOTED
0 :3
313.3,
Deputy: and fear are paid, r
and receipt
t Qn Insurance. A*
INSPECTION
acknowledged in space provided.
0
DE PARTMENT
'89
CITY OF
EDMONDS
ATTENTION
771-3202 0154ELSASED
UY: V DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURZ
UNTIL A F:NAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIF CATE OF OCCUPANCY HAS BEEN GRANTED. UBC
OqIGINAL — File YELLOW — i4pe�t
L
CHAPTER 3.
PINK — Owier GO
102-87
; TiI
C IT Y of EDMOIVDS 'SIW--'.SEWERPERMI-T
�rW
PERMIT NO..
09
For Inspection Call,771-320r,-. 7 r-ET FILE
Address of Construction: E30 4e-� V
Property Legal Description (Include �all easements-):
Owner and/or Builder: HO V%A M T L VJ %,C-,
Contractor & License No:
Singl:e Family Residence
Multi -Family (No. of Units LYNNWOOD LINE
Commercial (No. of fixture Units
Invasion into
City Right
-of -Way:
No �(
Yes
(If Yes, Right -of -Way
Construction
Permit
required.
Call One -Call
-Center (1-800-424-5555)
before any
excavation.)
Cross other Private Property:
No Yes
(If
Yes, easement required,
attach legal
description and
county easement
number.)
PLEASE READ THE
ITEMS
LISTED ON
THE BACK
APR 15
MA) q/16 /9Q
I ceffffy tfiaT
I have
read and
shall comply
DaVe
with the items
listed
on the back.
"1113
VL
WORKS
Permit Fee: 30
Jssued BY:
Trunk Charge:
IDate Issued:
Assessment Fee:
Receipt No.:
Partial Inspection:
Comments
Date
Initial
Final Inspection Approved:
Date Initial
00
Rejected: E20 leal-
1Ie-qto4i1 A,�4 11VOkPI'09
C)
Reason
Date
Initial
CA
PERMIT MUST
BE POSTED ON JOB SITE
ce
Wh.ite Copy - File Green
Copy -'Inspector
Buff Copy -
Applicant
NOTICE:
No warranty of accuracy.
The information'shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of 'Edmonds does not warrant the
accuracy of anything set for ' th on these
map(s). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information shown on
th-e -map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may, not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
emp-l-o-yees or officers) --)hall be liable for the
information given on this map(s), nor for
any one representation provided based
upon�said map(s).
The City of Edmonds Side Sewer Drawing EASEMENT NO. — --------------------------- - -------------
NEW CONSTRUCTION REPAIRS F1 LID NO - --------------- — -ASMT. NO - ------------ I �4
OWNER------------- : ---------------------------------------------------------------------------------- CONTRACTOR -------------------------------------------------------------------- --------------- PERMIT NO. Qg-�-
JOB ADDRESS ..... 40S ...... W --- ------------ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - -------- ---------------------------
NAMEOF ADDITION ------------------------------------------------------------ ----------------------------------------------------------
cct. L
k v-\ P, c,
,CT VV%, -e 7-1
a
I PWW-0001 -11/75 (REV. 11/78)
Approved:
0
.qv
DATElk .. . ............................... By ------------------------------------------------------------
,Zdl
00
C)
Ln
a:
ITY of EDMALNDS ��O_Vvttfl PERMIT'
W
For Inspection CaD 771-320ST PERMIT NO. INN
F15ETFILE
Address of Construction: go
e
Property Legal Description (Include,all a§ements,
Owner and/or Builder: r
Contractor & License No:
o r? C-0
Single Family Residence
-IN
L��NNWOOD L
Multi -Family (No. of Units
Commercial (No. of fixture Units
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property:. No )&� Yes (If Yes, easement required,
attach legal description and county easement number.)
PLEASE READ THE ITEMS LISTED ON THE BACK
APR 15 18W �i /I& C10
I certT-rf that I h9-ve read an—d shall comply Dat�
with the items listed on the back. PUBLIC WORKS
Permit Fee: Psued BY: JZ 6
Trunk Charge: — /00 �Date Issued: /-/— /6>—(? 0
Assessment Fee: ZI/D/.3!2 Receipt No.: / 2- 20 6
Partial Inspection:
Comments Date Initial
Final Inspection Approved:
Date Initial
Rejected: A)o fy"Vi 01-11 roo-Lptt).
V Reason ua�`6 —1—nitial
PERMIT MUST BE POSTED ON JOB SITE
Wh.ite Copy - File
Green Copy. —Inspector Buff Copy - Applicant
I
I
Side Sewer Drawing A
The City of Edmonds EASEMENT NO - ----------------------------------------
NEW CONSTRUCTION W1 REPAIRS F� LID NO - ------------------ IASMT. NO. -- ------------
OWNER------------------------------------------------------------------------------------------------ CONTRACTOR ------------------------------------------------------------------------------------- PERMIT NO.
JOB ADDRESS -------- xv� ---------- LEGAL DESCRIPTION: LOT NO. - -------------------------- --------- BLOCK NO - ------------------------------------
-----------------------------------------
NAME OF ADDITION
YNNWOOD LINE
4D \WC
VVJV4.4�e_ ok)
D,
Approved:
0,1/
PWW-0001-11/75 (REV.11178) DATE - �q ..! ............................. I By ---------------------------------------------------- —
�Ir
00
C)
V)
CITY of EDMODS S OE
OMEET FILE
For Inspection Call 771-3202 0 1
SEWER PERMIT
PERMIT NO. 08166
Address of Construction: C-\ -c
Property Legal Description (Include all easements):
i OIL C� C\
Owner and/or Builder: C �i
Contractor & License No: h F_ ?
9001C7-z_
Single Family Residence
Multi -Family
(No.
of
Units
Commercial
(No.
of
fixture Units
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call all -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No Y_ , Yes (If Yes, easement required,
attach legal description and county easement number.)
PLEASE READ THE ITEMS LISTED ON THE BACK
z5_/
I cerflf�tfiat I ha-ve read and shall comply
with the items listed on the back.
!� /I (' � C'
Date'
Permit Fee:
SO'
Issued By-
Jz ()
Trunk Charge:
Date Issued:
Ll — D
Assessment Fee:
Receipt No.:
12_20t��
Partial Inspection:
Comments Date Initial
Final Inspection Approved:
Date Initial
Rejected:
Reason Date Initial
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy - File Green Copy - Inspector Buff Copy - Applicant
FW: Address Verification
Page I of 2
Harrison, Marie
From: Sutliff, James A - Edmonds, WA Dames.a.sutliff@usps.gov]
Sent: Monday, May 16, 2005 8:00 AM
To: Harrison @ci.ed mond sma. us
Subject: FW: Address Verification
Marie,
As requested. The residents are primarily using the addresses as per USPS database.
19616 80t' Av W for A — D
19620 801h Av W for E — M
The issue was raised by the person who purchased unit B. The county recorded the address as 19620 per the
plat description. Her insurance company is balking at insuring the property, as the address does not exist in their
database (which is verified through the USPS database).
Jim
----- Original Message -----
From: Sutliff, James A - Edmonds, WA
Sent: Thursday, May 12, 2005 3:59 PM
To: Russell, David A - Seattle, WA
Subject: FW: Address Veriflication
Dave,
No easy resolution. Marie Harrison from the City of Edmonds is going to work with the county toward a solution.
The county plat map shows the north building as 19616 (the 4 unit building A thru D).
The plat description identifies the 9 unit building as 19616 (E thru M), unfortunately, this is the south building.
Per addressing standards, the north building should be 19616 and the south building 19620.
No numbers are *posted on either building, although the north side of the entrance is posted as 19616, the south
side of the entrance is 19620, which matches the USPS database.
Jim
----- Original Message -----
From: Sutliff, James A - Edmonds, WA
Sent: Thursday, May 12, 2005 2:21 PM
To: 'Harrison@ci.edmonds.wa.us'
Cc: Russell, David A - Seattle, WA
Subject: Address Verification
Marie,
5/16/2005
FW: Address Verification Page 2 of 2
41
1 left you a voice mail earlier today on this issue.
A customer inquiry indicates that the Postal Service address of the condominium she purchased is incorrect. The
address the Postal Service has on record does not match the address recorded by Snohomish County when she
purchased the property.
Postal Service records show 2 addresses:
19616 80t' Av W, units A — D
1962080 th Av W, units E — M
She purchased unit B, which the county recorded as 19620 80th Av W, and Postal Service records show as 19616
80th Av W.
Do city records show an address of 19616 80th AV W? If 19616 is in your records; that is her address. If city
records only show 19620 80th Av W, we will change our records accordingly.
Please let me -know at your earliest convenience.
Thank you.
Jim Sutliff
Manager, Customer Services
Perrinville Station
(425)670-2710
5/16/2005
41 1dr. lCity of Edmonds Permit Nm2CO3--r")3z-7
'RIGHT-OF-WANY CONSTRUCTIONPERMIT Issue Date:
A. Address 6r Vicinity of ConstructionZ_ Q LQ 42
B. Type -of Work (be specific): T
-),c C),L
(�o a-) 1� 0C) S cj� ol L_ 0) G J q t", �T 5 L Q
-�24_v gol,,_ Ho F.
I . 1� Q . I I -Cy. 1 -0
C. Contrdctor: Contact: ')I AQ_
Mailing Address: 3(�)d S�Q Ke, U Phone: (0 r9 -391
State License LCA CT_- 16 0, Liability Insurance: Bond: $
D. Building Permit (if applicable): Side Sewer, Permit # (if applicable):
E. CommerciEd El rSubd* E] City Project EJ EUC (PUD, VERIZON, PSE,_ AT& T, OVWD)
tvision-,
,FJ Multi -Family <,,S in le.,Fa�nily,
Other
INSPECTOR:
F. PAVEMENT CUT:' [;R-fis El NO G. SIZE OF CUT x
CONCRETE CUT: [I YES 0 NO
API'LICANTTO IZEAI) ANI) SIGN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds. harmless from
injuries, damages or claims of any kind.or description whatsoever, Jbreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any. legalproceedings including defense'
costs and,attorneyfees- by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOW[NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES W1LL BE, HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT W1LL BE PROCESSED FOR ISSUANCE TO THE APPLIC4NT.
* Traffic controland public safety shall be in accordance with City. regulations as required by the City Engineer... Every
flagger must be trained -as required by'(WAC) 196-155-305 and must. have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordance with City codes. All s,treet-cut trench work shall be patched with asphalt or City -
approved material prior to the end of the Workday - NO EXCEPTIONS.
_tf� Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE REA D THE A B 0 VE S TA TEMENTS A AD UNDERS TA ND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUS T MA KE THE PINK COP Y OF THE PERMIT A VA ILA BLE ON SITE A T A LL TIMES FOR INSPEC TIONS
Signaiure. Date: lit 103
(Contractor or Agent)
FOR CITY USE ONLY
Approved by: 4AVJK I N &I Right-of-way Fee: /47?9.03'k A/5 P0
Time Author iied: Void After CZ 1XZW4 Disruption Fee/Fund 111:
Special Conditions: MANrAim .5"-At1#q,"1)A4 %.Er-BAC)(Restoration Fee:
P100" AtL orY 0PtQA4_pmjD_% Total Fee: A'2 7
finawopzm -to 7P.Ar- r- i c- Co istrIew- kAiq, 'A4-,Fkr Receipt No: 'A
IAP Frm-qMA - 94ps 1 DE N T.S. -Aic-s-rn Q F ' ROW 7-e) I rr, Issued bv-;�: �,A
t
S
UPON COMPLETION OF PERMITTEDW-ORK, -AN' ENGINEERING FINAL -
INSPECTION IS REQUIRED PER CHAPTER 18'.90 OF THE EDMONDS
COMMUNITY. DEVELOPMENT CODE Phone,-'425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WOR,( JA DATE:3/1_eL�
Inspector's Signature
For inspection requirements see Engineering Inspection Informationhandout..
NO WOIZK SHALL 13EC'IN PIZIOIZ TO I'EIZMIT ISSUANCE
6:�My Doc'uments\Forms\Eng�rng\'ROWpermit—.doc
A
1 0
z
NOT TO
SCALE
ED
-0- - -0-
- - - - - - -- - - - - -
Pilchuck Contractors, Inc.
Job #107018116
7 Nov 03
Sheet I / 1
J. Buss
National Barricade Cc
f I
Notes:
1. All signs and spacing shall conform
to the MUTCD and City of Edmonds specs.
2. Work zone is 165's/o 196 ST SW
& 22'e/o cJI 80 AVE W
3. Flaggers will control alternating
0
one-way traffic.
4. Alert affected residents
<
5. Channelizing devices are 28" cones.
M
6. Tapers will be SO'- 100'and must
contain at least 6 devices.
7. All signs are 48" x 48" B/O
unless otherwise specified.
CD
100Z
[j4 196 S'T SW
�-'Ooz
— ----
— --- --- — -
— — — — — — — — — -
ClHANNELOW. DEVICE SPACING (FEM
TAPER
TANGEW
1 20
40
WORK AREA
28" TRAFFIC CONE
—0; EXISTING TRAFFIC FLOi
= SIGN LOCATION
F LAGGING STATION
Em PROTECTIVE VEHICLE
OR WORK VEHICLE
CITY OF EDMONDS
�Z/NEW
ADDITION
RETIREMENT
/7L
ITREET FILE ASSET INFORMATION SHEET
ASSET NO. �;/173
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION IgGI(D
Aye-
DEPT. NO.
* * PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
*PROJECT NUMBER Wols 0 S7
.4.
PROJECT COMPLETION DATE 6130 Q
COST I Z3
B.A.R.S. ACCOUNT NO. ql(- OW, 1q, -3q�-. (O(o. 43
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
Property of:
CITY OlF-tDMZ-NDS
V/DEPRECIATE 61,73
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
kyp) INITIAL
DATE
wt-_
VERIFIED BY
PROCESSED
BATCH NO.
DEPARTMENT FILE
CITY OF EDMONDS
M" /NEW
1-1 ADDITION
0 RETIREMENT
STREET FILE ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
5300GO;L— 7130/7t)
DESCRIPTION
SERIAL NO.
LOCATION ol <R
DEPT. NO.
(,p I u o-
* * PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
*PROJECTNUMBER wo��50s--�
PROJECT COMPLETION DATE �t - 3 0 -?L
COST �- o2l Q (0 �2,'R S
B.A.R.S. ACCOUNT NO. opo 0 14 s-, C)o,
ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
Property of:
CITY OrIEDIVIONDS
N �DEPRECIATE N2 6221 VERIFIED BY
MONTHLY DEPRECIATION AMOUNT PROCESSED
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
(�np INITIAL
DATE
BATCH NO.
DEPARTMENT FILE
*REET FILE
CITY OF EDMONDS
APPLICATION FOR
ARCHITECTURAL DESIGN BOARD
Do not use pencil on this form.
DATE 4h('1qq FILE AVO-_17:25_�_Iq
SITE PLAN L,-- SIGN EXHIBITS
BUILDING PLANS (3): ELEVATIONS.
LAND t,�ENVIRONMENT
,�APF_ PLAN 0
FEE VC�5) RECT #
PLAN MODIFICATIQNS TO FILE #
HEARING DATEt
OWNER/REPRESENTATIVE JACK KOSTELYK PHONE (2o6) 743-2 1 n3
ADDRESS 17926 73rd Ave. West, Edmonds, Wa. ZIP CODEqgnqn
ARCHITECT/DESIGNER Architects Design Group, Inc. PHONE 77g-6son
ADDRESS 21907 64th Ave. West, Suite 200, Mountlake Terrace, Wa. -ZIP CODE qg043
PROPERTY ADDRESS-19620 80th Ave. West, Edmonds, Wa. 98020 -ZONING P4 2.4
LEGAL DESCRIPTION SEE ATTACHED
PLANS SUBMITTED FOR APPROVAL:
1. Building Plans - Preliminary Final X Site Plan x
Landscape Plan X Elevations X
2. Sign Elevations Site Plan Landscape Plan
EXISTING USE OF PROPERTY VACANT
DESCRIPTION OF PROPOSAL 13 Unit Apartment Complex
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT May 15, 1989
ESTIMATED TIME FOR COMPLETION OF WORK
Six months
RELEASE/HOLD HARMLESS AGREEMENTS: The undersigned applicant, his heirs and assigns, in
consideration for the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages and/or claims for damages,
including reasonable attorney fees, arising from any action or inaction of the City whenever
such action or inaction is based in whole or in part upon false, misleading or incomplete
information furnished by the applicant, his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its
permission for public officials and the staff of the City of Edmonds to enter the subject
property for the purpose of inspection and posting attendant to thisk9lication.
APPADB1/PFORMS /1" --y—Dygna'ture �F -App I i cant
ADB Application
Page 3
STREET FILE
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 * (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning e Parks and Recreation e Engineering
October 5, 1990
Mr. Bruce Hummel
Hummel Construction & Development, Inc.
10008 - 151st Pl. S.E.
Snohomish, WA. 98290
Re: Letter from Mr. Hummel to Mr —Alberts dated 9/27/90
Dear Mr. Hummel:
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
6 1-5-b 0
The current practice in establishing fees in the City is not a policy
to collect the actual costs for each individual development, but one of
establishing a fee structure in which, on the average, the costs over a
given year will be collected. At the present time, there are no
discussions to change the fee structure. I will bring your -concern and
observation regarding the fee structure to the attention of the
powers -to -be. Your request, however, must be reviewed under existing
policy and is, therefore, denied.
Sincerely,
ROBERT J. ALBERTS, P.E.
City Engineer
RJA/sdt
FEESHUML/TXTST530
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
HUMMEL CONSTRUCTION & DEVELOPMENT INC.
September 27, 199ce storn - Residential - Commercial
RECEIVED
Bob Alberts
City Engineer
City of Edmonds OCT 41990
505 Bell Street
Edmonds, Wa. 98020
Re: Your letter of 9/25/90 as reply to our
letter Of 9/11/90 (copy enclosed)
Dear Mr. Alberts,
With regard to the above correspondence, there was
evidentally a misunderstanding. The reference to drainage
fee charges for my project was not directed at implication of
an error in computing my,fee, but rather to the general basis
of how fees are determined.
I realize that on -site inspeotion fees are currently $30.00
each for each unit and that this is what I was charged. My
position is one of objection to this fee policy, as I feel a
flat fee for any project review, rather than a per -unit fee,
would be a more equitable charge. As my previous letter
stated, I thought it should take the same amount of time to
review and inspect a Project with many units as it would a
smaller project.
For this reason, I have requested a reexamination of my
$420.00 drainage review fee specifically, and of the policy
for fees, in general.
Thank you for Your continued consideration of this matter.
Sincerely,
Bruce C. Hummel, President
Hummel Construction & Development, Inc.
BCH/cj
Enclosures
cc: Jim Lee
10008 151st Place SE - Snohomish, WA 98290 - 481-4348 - 668-6616 - FAX 668-2944
0 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 * (206) 771-3202
COMMUNITY SERVICES:
Public Works 9 Planning * Parks and Recreation e Engineering
September 25, 1990
Mr. Bruce Hummel, President
Hummel Construction & Development, Inc.
10008 - 151st Pl. S.E.
Snohomish, WA. 98290
Re: Letter from Mr. Hummel to Mr. Alberts dated 9/11/90
Dear Mr. Hummel:
LARRY S, NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
The drainage fees for design review and on -site inspection are $30 each
for each unit. I am not aware that the fees you have been charged
exceed this amount. A refund, therefore, would not be in order.
Sincerely,
ROBERT J. ALBERTS, P..E.
City Engineer
RJA/sdt
HUMMEL/TXTST530
Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
0
0
September 11, 1990
Bob Alberts
City Engineer
City of Edmonds
Edmonds,.Wa. -98020
Re: Meadowood Townhouses: 19620 80th Ave. W., Edmonds
Permit #900188, 900191, 900192
Drainage review fees, receipt No. 12017
Dear Mr. Alberts,
In reviewing the above mentioned drainage review fee, it
seemed unreasonable to me that your charges were based on
a per unit charge, since it should take the same amount of
time to review and inspect a 13 unit project as it would a
four -unit.
With this in mind, I would like to request a reexamination of
my $420.00 drainage review fee , as I feel a refund is in
order.
Thank you for your consideration of this matter.
Sincerely,
Bruce C. Hummel
President
Hummel Construction & Dev., Inc.
BCH/cj
Enclosure
cc: Jim Lee
N2 IM7
City of Edmonds
Community Services
Date:
Received of: //
4�NAt49-We'17?,,OL 'it?l-
IS7-11,Lse- �50AMIISIC
rh.,.k I Cash $ 71 S -. Sb
Water Meter
Water Connection
Street Cut
Sewer Permit/Repalr
Trunk C7hir4e
Sewer Connection
Ferice Permit
R/W Invasion
Street Restoration DeposltAfo_Tt,;�
Street Use Permit
Building Permlt:(Type)/
j=_>
Plan Check/Plat Insoklon" 5-
VqM
Specs & Plans DepoAt
Zoning Applications
Shoreline Permits
S.E.P.A. Review
Recording Fee 'd ^4:�6
Maps/Books
Photostating CL00%-/ 17
State Surcharge /C/ 2.1
4Y
2:a
Energy Code Fee
p4aWq&_ opww,57
Permit #
Date of Hearing: Time:
By:
.1
Id
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning * Parks and Recreation * Engineering
September 25, 1990
Mr. Bruce Hummel, President
Hummel Construction & Development, Inc.
10008 - 151st Pl. S.E.
Snohomish, WA. 98290
-* 2- 1/ ),4
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
p 1 V?1'�'-46
�' -
Re: Letter from Mr. Hummel to Mr. Alberts dated 9/11/90
Dear Mr. Hummel:
The drainage fees for design review and on -site inspection are $30 each
for each unit. I am not aware that the fees you have been charged
exceed this amount. A refund, therefore, would not be in order.
Sincerely,
ROBERT J. ALBERTS, P.E.
City Engineer
RJA/sdt
HUMMEL/TXTST530
0 Incorporated August 11, 1890 *
Sister Cities International — Hekinan, Japan
0 0.
OSTREET FILE
HUMMEL CONSTRUCTION & DEVELOPMENT INC'.
Custom Residential Commercial
4i��- 04-1 b
AN.
September 11, 1990 40
Bob Alberts
City Engineer
City of Edmonds
Edmonds, Wa. 98020
Re: Meadowood Townhouses: 19620 80th Ave. W., Edmonds
Permit #900188, 900191, 900192
Drainage review fees, receipt No. 12017
Dear Mr. Alberts,
In reviewing the above mentioned drainage review fee, it
seemed unreasonable to me that your charges were based on
a per unit charge, since it should take the same amount of
time to review and inspect a 13 unit project as it would a
four-un.it.
With this in mind, I would like to request a reexamination of,
my $420.00 drainage review fee , as I feel a refund is in
order.
Thank you for your consideration of this matter.
Sincerely,
Bruce C. Hummel
President
Hummel Construction & Dev., Inc.
BCH/cj
Enclosure
cc: Jim Lee
10008 151st Place SE - Snohomish, WA 98290 - 481-4348 - 668-6616 - FAX 668-2944 -
W]
F-7
LA
City of Edmonds
Community Services
N2 42017
Date: -312-01?0
/, rMt1d
Received of:/-? - -We.17ZeL
/,S--/ /gL,�c �5rvbm/-soc
Check Cash $
Water Meter
Water Connection
Street Cut
Sewer Permit/Repair
Trunk Charge
Sewer Connection
Fence Permit
R/W Invasion
Street Restoration DepositW10—f
Street Use Permit
Building Permit: (Type)/
CC>
Plan Check/Plat InspActionv /�r
Specs & Plans Depo4t
Zoning Applicatinnq
Shoreline Permits
S.E.P.A. Review
Recording Fee 'd
Maps/Books
Photostating
State Surcharge
4Y
Energy Code Fee
044!Y-Ak
-.1"Alf-W
Permit #
Date of Hearing: Time:
By: - r�r
T Y 0 F E D 11 0 N
'�NT
PUBL'IC WORKS DEPARTVt MET FILE 214)1EERING DIVISION
PUBLIC WORKS ENVIRONMENTAL REVIEW
NAME-: MrW'��4%j—,-F ILE #
LOCATiON: -JR 4"
k - AV Fmn NN.
SUBDIVISION PLAT F-1 P.R.D. LV-�-nULTIPLE COMMERCIAL
All ENVIRONMENTAL REVIEW OF THE PROPOSAL HAS BEEN COMPLETED
AND THE FOLLOWING DETERMINATIONS HAVE BEEN MADE:
T%
I"kWvA'1QM.
VC-1 Mi A
T-
=\AA
1u) Lsr=
PREPARED BY: DATE:
% I
T Y 0 F
E D 11 0
No
PUBLIC WORKS DEPARTMEN
STVREgEmlp
FILE
ENGINEERING DIVISION
PUBLIC WORKS ENV111ONMENTAL REVIEW
NAME:
FILE #
LOCATION:-
V9- N
L] SUBDIVISION D PLAT El P.R.D. LV-�-VULTLIPLE F] COMMERCIAL
AN ENVIRONMENTAL REVIEW OF THE PROPOSAL HAS BEEN COMPLETED
AND THE FOLLOWING DETERMINATIONS HAVE BEEN MADE:
ax ison ?44-- QT"L L I -Tc�)
mpiwIll
XMIZZ0.1 2
- R
-T-4m —rm�--z Gi nz�tl
I
PREPARED BY: DATE:
EBD 9-78
COMMUNITY DEVELOP.MENT DEPARTMENT
BUILDING DIVISION
SINGLE FAMILY RESIDENTIAL PLAN CHECK PERMIT NO._
DATE CHECKED BY
DESCRIPTION
ADDRESS
ARCHITECT, CONTRACTOR, OR OWNER
VALUATION AND FEES
TELEPHONE
DESCRIPTION
AREA
EST. VALUE PER SQ. FT.
VALUATION
Basement
$
First Floor
$
Garage
$
Deck
$
Other
-Is
Total Value
Permit Fee
Plan Check Fee
Fee --
Fee —
Total. Fees
ZONING CODE AND PLOT PLAN
1. Provide complete plot plan showing all existing and proposed (301(c)) buildings,
retaining walls, rockeries, driveways, curb cuts (301(c)).and drainage. ORD. 1714.
2. Provide legal description (301(b)).
3. Identify property lines, R/W.
4. Identify any easements (301(b)).
5. Dimension yards, building lot lines.
6. Dimension roof overhang. (30" Max. into reqd yards) 12.12.030 City Code.
7. Environmental Review.
8.E Building Height (ORD. 1811) (12.12.030)
9.1 1 other
OB&DING CODE.(UBC 1976). EBD 9-78
10. Plans (301(c)).
11. Footing size, depth below grade( (2517(b)) Table 29-A
12. Soil bearing Table 29-B
13. Clearance sill plate to earth (2517(c) 7), 2907 (a)
14. Foundation wall thickness, max. fill
15. Sill plate and anchorage .(2517(c) 3) 2907(e)
16. Stud size spacing and fitestopping (2518(f), 2577(f))
17. Floor joist size, spacing, direction, support beam, girder, post and pier
size Table 25-T-J-I
18. Beam, girder, post and pier size, connections
19. Ceiling joist size, spacing, direction, support Table 25-T-J-4
20. Roof framing plan (301(c))
21. Rafter size, spacing, direction, support Table 25-T-R-I
22. Truss details (301(c))
23.1 Thermal insulation (H.B. 98)
24. Header size (2518(f))
25.1 Clearance in crawl space (2517(c) 2)
26.1 Crawl space vents, access (2517(c) 6)
T--
27. Wall, roof sheathing (2517(g) 2518(f) 2517(i) 2518(g))
28.1 Stairway details, railings (Chapter 33)
29 Fireplace construction and clearances -(Chapter 37)
30 E Specify stress grade of lumber (301(c))
31. Attic access and ventilation- (3205(a) 3205(c))
32. Window glass and vents (1405(a) 1404) (5401)
33. Roof drainage (3207)
34. r Chimney (Chapter 37)
35. Garage separation (Table 5-B)
36. Smoke detector (1413)
PLUMBING AND MECHANICAL CODES
UMC 1973, UPC 1976
37. Plumbing fixtures -(Chapter 9)
38. Hot water tank location, fuel, pry discharge (UPC 1007)
39. Furnace location, size, fuel, comb. air, clearances(UBC 1410) (UMC 704)
40. Dishwasher airgap (UPC 608)
41. Gas piping and appliances (Chapter 22 Appendix "B")
42. Gas vents (Chapter 9 UMC)
43. Interior bathroom ventilation (UBC 1405)
44.1 Pressure regulator
-76
ri/u
'41
0 1 0
,%r- P (-J-
August 15, 1990
Hummel Construction & Development Inc.
10008 151st Pl. S.E.
Snohomish, WA 98290
Projecti 19620 80th Ave. West-<—'
Edmonds, WA
Dear Bruce Hummel,
U6 16 1990.
ENGUNEERINNIG
Please refer to the above project, Due to the
softness of the ground we will be removing eight
inches of sub base, re -rock and re -asphalt in Mid -
September 1990..
This work will be -done under the warranty
we have provided for the above ment . ioned project.
If you should have any questions please call.
Yours trulyr
Jeff C. Brown
superintendent
JCB:Jab
RESIDENTIAL & INDUSTRIAL HEATING OILS
A,$PHALTPAVING HEATING AIR CONotrONING
j�r /7/c/�y 13 1,;4,- C,�7
Z;7 C
OT-57 71 A�-e7-7- ax- TX,27- Yj/�
/yF VV, 7,4 /YW
/_g,
A
�YS-Jlr 71
r//C ox- a,- rVL- /Yw �,/v
rkV,- e,7 /Y le
J176147-z- //Y -51YO1V,!21W1S1-1
IC WORKS DEPAffRIOTr CHECKI Date
STREET
FILE
BUILDING PFPIaT
REVIEW
&c� A)IaWps
:tsejl�j Fill, 11:3
Street Right-of-Waj Existing
REQD
Access Easements Existing
P�EQD
Utility Easement Existing
REQ D
IN,
t,per. Stiavl 1c) Plat
Assessor Map
Site -PlaT- Checked. -for":`Accuracy
-V.
A-hder ground Wiring Reqd.
�5
Check -Accuracy- of .-IZg41,,Description
�xl
Environmentally Sensi-tiveArea
Environmental Checklist Reqd. NJ
,Flood Hazard Zone'
Shoreline Kmagernent Area
Slope, Soil, Vegetation
Stream,.Creek, Draina e Basin
9
�.j
Exi,st�ng_Zpning Per Co del -21ML
,
-orovalReqd
Amenities Design Board Ap vf-=
ADB # I Approval
Board of Mjustment Approval Reqd.
Review�,By:
Date:
�_Existing Water''lKain Size 6 " 5,77
Water, Main Reqd-. 111A
:Service Line Reqd,
Hydrant Size Existing*
Hydrant Reqd. Per Fire Code Size
Detector Check'Nleter Reqd. 64
Cross Connection Inspection
Fire De artment Co�-its
p
Water Meter Charge Reqd.
Review -by:
Date:
tim
YX 2e;
Se,:)t:ic T 1� sagp, prove th
tfte:
Septic Tank Permit Reqd.,
Permit No.
Sanitary Sewer Availability
Proi. L I
Drawing, No. V. t3-
File No.
Side Sewer Availability ;z
LL W
Sanitary Sewer Comection Fee Reqd.
yj 0
Reviet-i B Y:
Date:
Open Ditch Existincy.
C? Reqd.
(j6lvcrt Rqqd./4e;:f&
Size
c4 Catch Basin Reqd.
Indicate on Site Plan
0�
Shoulder, drainage maintain: collect"' ot-i swale. open rLuiofl[--
1011
Indicate on Site Plan
IQ'Soil, Conditions and Ground I -later Field Clieckoc
00�
rx. I te
X
S.tteet Pavihg Reqd-.
Curb. and Cutter Reqd.
Sidewalk.,'Reqd.
Curb Cut: for Driveway Reqd.
Right"of-Way Construction Permit Reqd. AX4a=
Bond.Roqd. for Public Inprownx-nts
"oo"
q;$�reet Nar7e Signi,Reqd.
j(n
Other SiLghing lbeqd.
Pre Permit Site Insj)ection nvade on
0
"�; BY:- SET.T:,R
U
W VZATER
U)
SUZEET
ENGINEEJUING
__1r_ M I; -
Special Rcquir'e-r-k-an t s. to Comnini 'D'�elop7,-ent Departire
ty ev, lit,
Building I)M'SJ.011
BY —Date
o.) All i t c-ms filled- in on Building Permit Application
13Y Date
P4
Drawinc,s Stan-ped and Notations _11id
1.1 Illy Date
Apl-.)roved by L "lorks De�pai-Li-,�cnt:
Revi
scd: 1-0 1977
0 �
6/78
FILE
PROJECT DESCRIPTION 'Gle'n'Dale Const. 13 Units
ADDRESS
620-19624-80th Ave. West
CITY OF EDMONDS CHECK LIST.
COMMERCIAL AND APARTMENTS
Information and material required to -be submitted where indicated.
1.
ENVIRONMENTAL ASSESSMENT & CHECKLIST
2.
SHORELINE MANAGEMENT PERMIT
3.
CONDITIONAL USE PEP14IT
4.
VARIANCE
5.
AMENITIES DESIGN BOARD REVIEW�
6.
APARTMENT RESTRICTIVE COVENANT (ORD.1794)
7.
SITE IMPROVEMENT BOND (ORD. 1620)
8.
PLAN CHECK FEE
9.
STRUCTURAL DATA, CALCULATIONS
10..ZONING
DATA
11.
BUILDING CODE DATA
12.
CITY ZNGINE�R & PUBLIC WORKS,DATA
144QIAA k. L�*--a:1-7q,
13.
FIRE DEPARTMENT DATA -q-,7q
14.
OTHER
.�,,UWS ut "ffwr OEM
STR OLIC I
EET FILE BUMDING PERMT REVM4
-75 - �9-_?-Y
a_L6C__1% Date
I � 9.(, . - rC)�'�A\EW_ftess
Street Right-of-Way'Existing 2�a,�;7
REQD
'Access Easements Existing
REQD-
Utility Easement Existing
REQD
Lot, -per Subdivi� ion jCj -17 Plat
Assessor Map
-�Site Pian'Che&e�ff% Ad
OUnderground Wiring Reqd.
cura of.Legai�-
:CheCIC_._AC cy Description
Z-' - I
Z.V- - -Tq
Environrmntally 'Serisitive Area
Environma- ital Checklist Reqd.
Flood Hazard Zone _1A
Shoreline M-magem.ent. Area INN
Slope, Soil, Vegetation
Stream, Creek, Drainage Basin
Existing Zoning Per Code
Amenities Design �bard A proval-Reqd. j
eS
ADB # Y Approval L,,'
of-Adjustm�ent Ap roval Reqd. -Tio
Rqview_-By:
Date:
!1P:!i�:::i1::�1::!: 101 11
t;A� Existing" Water IAlin. Size
414ater Main Reqd.
Line Reqd.
H dr
y ant Size F-xisting
Hydrant Reqd. Per Fire Code Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department ConTnents
Water.Meter Charge Reqd.
Review by: Date: 7Y
le" Septic Tan1-,_Desljgn_4�66,� T___��
Septic Tank Permit Reqd.. Permit No. Vj IL
Sanitary Sewer.Availability PtOj-
Drawing No. I klFile No. L 10' 13!�:?
Side Sewer Availability
Sanitary Sewer Connection Fee Reqd. &I- <2)
Revie-7 By: Date:
MSA
Opdil Ditch Existina
Reqd.
Culvert Reqd.
e�fee 22"f Size
C14 Catch Basin Rcqd. 24�e 9�AEV
Indicate on Site.Plan
0 S11-ioulder drainage niai.nt-lin collection on swale open ruioff
AT
U)
q d. Indicate oil' Si
il�nhoic �c
�Soil. Conditions and Ground Water Field Cliecked 4-(
Ze
ra 47
1� \Ij 07.,7 J)y�
Ul to
P.1
V- X& V n )d �111-w!
Street Paving P�ccjd._
Curb and Cutter Reqd.
pi Sidewalk Reqd,.
ILI I Cut for Drivew,ay Reqd.
Right-of-k-lay Construction Pe11T11t.Reqd._j
Bond Reqd. for Public Inprovcm-nts
Street NwT2 Sign Reqd..
Other Signing Re-qd.
,.Pre' Pen', iit.. Site Inspection made on
0
BY: SB-,IER
WK VIAIE R,
PL,)i
Mko
S'11=- T
NG
MIGINI I RE
5
Special Requirei-iOnLs listed in meffo to Conim7iity Developrx-,'nt De'p,--irtia�nt
Building ffi,vision
�;i BY Date
K
j 1Z, o .,All item fill6d in on Building, Permit Appl , ication
13Y Date
Drawings Stariped and Notations 1,L-id,e
BY Date
!N4 ��Pproved by Public 1,J01-k's Depai-Li,.vnt:
Rr��visccj': IV 10-19)7
'STREET FILE'ft
CITY OF.EDMONDS
BUILDING DEPARTMENT
Apartment &
Commercial Plan Review
Checklist
PROJECT,
W fT-
-A-PN7
DATE RECEIVED
PRELIMINARY.:
FINAL PLAN
ADDRESS
q G-Zo - ZA
'Xi e vq.
O.WN8R
GLsi3 - 0 ALE
CO P5T f)-
.ARCHITECT.
--PHONE. -7 7 G
USE
AP-7
CODE Vj -7(
FIRE ZONE
OCCUPANCY (501)
NO. STORIES
TYPE OF'CONSTRUCTION'
VAou(-z-_. OCCUPANT.LOAD
1. AREAS & VALUATI ON
.BASEMENT
SQ. FT..@.
SQ. FT.
lst FLOOR
SQ. FT. @ J(o-35
SQ. F T. -
2nd,FLOOR,
-3:5b SQ.r-T.@ .10
SQ.FT.=
c)
3rd FLOOR
SQ.FT.@
-SQ.FT.=
$
OTHER
SQ.FT.@
—SQ.FT.=
$
TOTAL: $ loo, Ig G
PERMIT FEE $
PLAN CHECK FEE $ 10 2-
2.- PLUMBING
NO. FIXTURES
DISTANCE TO IIETER
BUILDING SUPPLY SIZE
MATERIAL
FIXTURE UNITS
METER SIZE
PEP141T FEE 8
i/77 asd
—Edmonds BUilding Department
Apartment &.Commercial
Plan Review Checklist
a
3. MECHANICAL
HEATING SYSTEM
OTHER APPLICANCES'
PERMIT FEE $ REMARKS:
L�]
4. BASIC ALLOWABLE,AREA (Table 57c)
(All floors) (505b)
SEPARATIONON SIDES NEAREST DISTANCE (506)
% ALLOWABLEINCREASE (506)'
TOTAL ALLOWABLE AREA (all floors) Sq. Ft.
AREASEPARATIONS (505d)
OCCUPANCY SEPARATIONS (503)(�110.�)
5. EXIT FACILITIES (Chapter 33)
NO. REQUIRED.:EXITS (3302a)- WIDTH (3302b)
ARRANGEMENT & DISTANCE (3302cd)
EXIT DOORS (3303)
CORRIDORS (3304)
STAIRWAYS.& RAMPS (3305,3306)
EXIT ENCLOSURES (3308)
EXIT SIGNS (3312) ILLUMINATION
OTHER (EXIT COURTS)
6. LIGHT, VENTILATION & SANITATION (Chap.6,7,9,10,11,12,13, 14)
WINDOW SIZE
SANITATION
CEILING HEIGHT
OTHER
7. FIRE ZONE RESTRICTIONS (Chapter 16)
ROOF COVERING
YARDS & COURTS
(1603) (4307)
OTHER
Edmonds Building Department
Apartment & Commercial
Plan:Review Checklist
8. REQUIREMENTS -BASED ON TYPE OF CONSTRUCTION (ChaD.17)
ELEVAT.ORS (1706) WEATHER PROTECTION (1707)
PARAPETS (1709) PROJECTIONS (1710)
TOILET FACILITIES (1711)
-IONS(1701)
GUARDRAILS.(171.6) BLDG. CLASSIFICAI
OTHER
19. ..SPEC_I-AL REQU1REMENTS
P KCCES-S- I CAPPED
SOU1ND TUINSMISSION CONTROL (ChaD. 35 ApT)e-ndix)
THET-01AL INSULATION (H,.B. 98)
STAIR CONSTRj.TCTI,ON
ROOFS
.10. GENEUTL DESIGN REQUIREMENTS- '(thap. 23)
LOADS (2302)
DEFLECTION (2-307) ANCHORAGE
WALLS & -,STRUCTURALFRR.AhING
SPECIAL LOADS (Table �3-c)
ENGINEERING CALC'S
ENGINEERING DESIGN
11. MASONRY (Chap. 24)
REINFORCEMENT
MORTAR LINTELS
GROUTING
1.2. WOOD (.Chap. 25)
STRESSES
IDEUTIFICATION
BEANM.DESIGN LATERAL SUPPORT
COLUMNS) CONNECTIONS
UPLIFT
4/77 asd -3-
Edmonds Building Department
Apartment &.Commercial
Plan Review Checklist
DIAPHRAGMS
CRAWL SPACE(2517)
PLATES, SILLS
POSTS
FOUNDATION VENTILATION
EXTERIOR WALL.COVERINGS
GIRDERS
JOISTS
WALL FRAMING
BRACING
ROOF FRAMING
NAILING
13. CONCRETE
mix
STRENGTH
�REINFORCEMtNT
.ADMIXTURES
TESTS
SPECIAL INSPECTION
COVER
.DESIGN CALC'S
14. STEEL & IRON, (Chap...
SPECS
�CONNECTIONS
SPECIAL INSPECTION
COLUMN, BASES
WELDER QUALIFICATIONS
15. EXCAVATIONS, FOUNDATIONS*AND
RETAINING WALLS (Chap.29)
SOILS REPORTS
TESTS
SOIL PRESSURE
FOOTINGS
WALLS
PLATES AND SILLS
OTHERS
A
Edmonds Building Department
'Aj�artment & Commercial
Plan Review Checklist
Ei
16. ROOFS
ROOF COVERING.
.SHEATHING
ATTIC ACCESS
AREA SEPARATIONS
SCUPPERS
NAILING
VENTILATION
PRAINS
SOFFITS
17% FIRE EXTINGUISHING SYSTEMS (Chap.38)
SPRINKLERS STANDPIPES
MISCELLANEOUS
a) INTE91OR WALL & CEILING FINISH (Chap. 42)
,b)-FIRE-RESISTIVE STANDARDS (Chap. 43)
b. 1 PROTECTION OF STRUCTURAL MEEMBERS
-b. 2 CEILINGS
b. *3.WALLS & PARTITIONS
b. 4 FLOOR -CEILINGS
b. 5 OPENINGS
b. 6 DAMPERS
c) MARQUES, AWNINGS (Chap.45)
d) GYPSUM WALLBOARD
e) PLASTICS (ChaD.47)
f) GLASS & GLAZING (Chap.'53,State Code)
g) SOUND TRANSMISSION CONTROL
h) FIRE ALARM SYSTEMS
-5-
U77
STREET FILE 00
CITY of EDMONDS
200 Da yton Street - Edmonds, Washington, 98020 - Telephone (206) 775-2525
Department of Public Works
DATT:
TO: "ML
TRANS,,!ITTING: �C�(.Zc�
C-- L- e-f-A L-)4L-�, CcnE Cx)
AS YOU REQUESTED: FOR YOUR FILE:
FOR YOUR INFO: -REVIEW & COMMENT:
AS WE DISCUSSED: COMMENT F, RETURN:
F OR YOUR APPROVAL: FOR APPROPRIATE ACTION:
RE',IARKS: 1= a
A '&,,v:> o t eF
a) N r4 C-- F— F14 el I n-1
PUBLIC WORKS DEPARTIMENT
BY:.
90
90
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
CIVIC CENTER - EDMONM WASHINGTON 98020 (206) 775-2525
FIRE DEPARTMENT
February 8, 1979
Glen Dale Construction Company
23728 - 91st Place West
Edmonds, WA 98020
RE: 13 UNIT APARTMENT FOR HELLEREN & ROSE
BOTH AND 196TH, EDMONDS
Gentlemen:
On February 8, 1979, the Fire Prevention Bureau reviewed plans
submitted by you for the above mentioned apartment building.
Listed below are the Fire Department requirements for your
situation:
1. Install one standard hydrant as indicated per City
of Edmonds Code #10.10.060 (F) .
2. All vertical shafts to be of fire -resistive construc-
tion per UBC Section 1706 and Table #17-A.
3. Provide Fire Department with manufacturer's specif-
ications for metal fireplaces prior to installation.
4. Install two fire extinguishers, minimum rating 2:A,
. 10.:B,C, as indicated, in metal break-glas's boxes.
Any overlooked hazardous condition and/or violation of the
fire regulatio ' ns does not imply approval of such condition or
violation. For further information, please contact this
office at 775-2525, extension 247.
Sincerely,
Jack F. Cooper
Fire Chief
G a McCom as
Fire marshal
GLM/ amm
PROJECT GAA_9�-_ U fj 1-r A P mzx m 6 w 1-
DATE -RECEIVED -Z, -7- PRELIMINARY FINAL PLAN
.ADDRESS q(ozo, Ig G z
=k! Ave wr__51-
OWNER &Leo pk(-G coustp— Wc
ARCHITECT PHONE -7(
'USE A 2-1- CODE 1916
FIRE ZONE .-OCCUPANCY (501)_ V_ -I STORIES . 7-
TYPE,-OF CONSTRUCTION I �-tu fa_ OCCUPANT LOAD
1. AREAS & VALUATION
BASE14-ENT ___SQ. FT.@ I&. SQ. FT.= $
lst FLOOR —SQ.FT.@_ t(o,-7,,5 -SQ. FT. $ 55 (o7_7
2nd FLOOR . 30-7 -2— SQ. FT. @_ C) SQ.FT.= $ Z-0
-7
3rd FLOOR.. .— SQ.FT.@
OTHER
PERMIT FEE $ 2—Co i
2. -PLUMBING
NO. FIXTURES
DISTANCE TO ME -TER
BUILDI14G SUPPLY SIZE
MATERIAL
A Q5 S
SQ. FT. @
SQ. FT. = $
SQ. FT. = $
TOTAL.: 39
PLAN CHECK FEE $_. 176 eQ-
54 FIXTURE UNITS
150 METER SIZE
11
77- ,
-75G
PERMIT FEE $_ _ tj 1 -0-0—
/77 asd
Edmonds Building Department
Apartment, & Commercial
Plan Review Checklist
3. MECHANICAL.
HEATING SYSTEM
OTHERAPPLICANCES
'PERMIT FEE REMARKS
4o
5.
1.2
BASIC ALLOWABLE AREA (Table 5-c)
(All floors) (5,05b)
SEPARATION ON SIDES NEAREST DISTANCE (506)
% ALLOWABLE INCREASE. (506)
TOTAL ALLOWABLE AREA (all,floor.$) -Sq. Ft.
AREA SEPARATIONS (505.d)-
OCCUPANCY SEPARATIONS (503)(110.2)
EXIT -FACILITIES (Chapter 33)
NO. REQUIRED EXITS (.3302a) *WIDTH (3302b)
ARRANGEMENT & DISTANCE (3302c,d)
EXIT DOORS (3303)
CORRIDORS.(3304)
STAIRWAYS & RAMPS (3305,3306)
EXIT ENCLOSURES'(3308)
EXIT SIGNS (3312) ILLUMINAT ION
OTHER .(EXIT COURTS)
LIGHT, VENTILATION & SANITATION (Chap.6,7,9,10,11,12,13,14)
WINDOW SIZE
SANITATION YARDS & COURTS
CEILING HEIGHT
OTHER
7. FIRE ZONE RESTRICTIONS (Chapter 16)
ROOF COVERING (1603) (4307)
OTHER
Edmonds Building Department
'Apartment.& Commercial
Plan'Review Checklist
8. :REQUIRE�MENTS
BASED ON T YPE
OF CONSTRUCT ION..(ChaD.17)
ELEVATORS (1706)
WEATHER PROTECTION (1707)
'PARAPETS (1709)
PROJECTIONS (1710)
TOILET FACILITIES (1711)
,GUARDRAILS
(1716).
BLDG. CLA.8SIFICATIONS(1.701)
OTHER
9.
SPECIAL EQUI -EMIENTS
-P F
ACCESS BY HANDICAPPED
SOUND TRANSMISSION CONTROL
(Chap. 35 Ap??e'ndix)
THERilIAL INSULATION (H.B. 98)
STAIR CONSTRUCTION
ROOFS
10.
GENETIRAL DESIGN REQUIREMENTS
(Chap. 23)
LOADS (2302)
DEFLECTION (22307)
ANCHORAGE
WALLS.& STRUCTURAL FRAMINC;
SPECIAL LOADS (Table 23-c)
ENGINEERING CALC'S
ENGINEERING DESIGN
11.
MASONRY (Chap. 24)
REINFORCEMENT
MORTAR
—LINTELS
12.
GROU'J"ING
WOOD (-Chap. 25)
STRESSES
IDENTIFICATION
BEAM DESIGN
COLMNS
UPLIFT
LATEP\AL SUPPORT
CONNECTIONS
4/77 asd -3-
.Edmonds Building Department
A,--4r�ment & Commercial
Plan Review Checklist
-4b
DIAPHRAGMS
CRAWL SPACE(2517)
PLATES, SILLS POSTS
FOUNDATION VENTILATION
EXTERIOR WALL COVERINGS
GIRDERS JOISTS
'RALL.FRAMING
BRACING
ROOF FRAMING
NAILING
13. CONCRETE
mix STRENGTH
REINFORCEMENT
ADMIXTURES
TESTS SPECIAL INSPECTION
COVER
DESIGN CALC'S
14. STEEL & IRON (Chap.
SPECS
SPECIAL INSPECTION
CONNECTIONS
COLUMIN BASES
WELDER QUALIFICATIONS
15. EXCAVATIONS, FOUNDATIONS AND RETAINING WALLS (Chap.29)
SOILS REPORTS TESTS
SOIL PRESSURE FOOTINGS
WALLS
PLATES AND SILLS
OTHE RS
11%
.�Ok�t
-h-
Edmonds Building Department.
4Cpartment & commercial
Plarf'Review Checklist
16. ROOFS
ROOF COVERING. NAILING
SHEATHING
.ATTIC ACCESS VENTILATION
AREA SEPARATIONS DRAINS
SCUPPERS SOFFITS
17. FIRE EXTINGUISHING SYSTEMS (Chap.38)
SPRINKLERS STANDPIPES
MISCELLANEOUS
a) INTERIOR WALL�& CEILING FINISH (Chap. 42)
b) FIRE -RESISTIVE STANDARDS (Chap. 43)
b. 1 PROTECTION OF STRUCTURAL MEEMBERS
b. 2 CEILINGS
.b. 3 WALLS & PARTITIONS-
b. 4 FLOOR -CEILINGS
b. 5 OPENINGS
b. .6 DAMPERS
c) MARQUES, AWNINGS (Chap. 45)
d) GYPSUM WALLBOARD
e) PLASTICS (Chap.47)-
f�.GLASS & GLAZING (Chap.53,State Code)
g) SOUND TRANSMISSION CONTROL,
h) FIRE ALARM SYSTEMS
-5-
MEMO TO:
FROM:
SUBJECT:
so STREET FILE
Date
Building Division
Community Development Department
Engineering Division
Public Works Department
"4
- I " -
After review of the subject building permit applicatioii, we have the
following comments:
Coordination of.the location of any structure with respect to
utilities, streets, property lines and'driveway grades is the
responsibility of the contractor.
The' contractor is required to keep the abutting streets cleaned
7-- of dirt and debris caused by.the construction.
The "Right -of -Way Construction Permit" is required, from the
Engineering Division of Public Works, for any work within the
Public Right -of -Way or public easement.
Driveway slope not to exceed 14%.
ConnectiQn to sanitary sewer required.
,L_7� Septic Tank Permit required, submit design.
Fire hydrant required, submit design.
Site drainage per code # See approved plans
/-7--- Curb /_7 Sidewalk -Paving required.
47T Bond required for public -improvements. Submit cost estimate.
�<_7 Underground wiring required.
Approved Engineering Plans required when applicable.
)07 -S, n1o", 0A I rA -_E�na� A)Gmaa V1&L\JM
aa4�z, C2�7A MIT -IF_=
City Engineer
Department of Public Works
Rev. 7/78
160 - �) 8
Helleren-Rose
STREET FILE PROJECT NAME Apartment Complex
DATE SUBMITTED October 11, 1978
ENVIRO.'WENTAL ASSESSMENT
In order to meet the requirements of t . he State Environmental Policy Act of 1971,
the responsible officia] must make a declaration of environmental impact as early
as possible in the process of evaluating a project.
The information in this form ,,iill be used to determine whether it will be necess-
ary to require an environmental impact statement. If an i
not rec�:' '�: i ��� , , , _mpact statement is
itiirei� Statement of Negati e Declarat—ion will be 'placed in the file.
If an impact statement is required, a draft statementmust be filed with this
office, public notice given and a review period of 30 days allowed. The final
statement and comments must be filed with the Department of Ecology, Office of
the Governor and the Ecological Commission.
The Edmonds Planning Staff will assist you in any way vie can 'in accumulating
this information and we would appreciateyour cooperation.
1. Land:
Area in acres 0.764
Soils type Alderwood gravelly loa None, for support of building
Limitations foundations and drives
Description of topography (% S I lope) Property has an approximate 3% slope from
80th Ave. W. to a low point situated approximately 125 fe�t--w--e,-s-E--o-f-T�-.".e--ea—sT—
boundary, from which.low point the slope rises westerly at a gradient of
approximately 40/. to the wes.t boundary.
.Grading:. estimated cubic yds. '1200 c.y.'s NOTE: If grading or fillina
UnclL�dng �exc�vating) vMT exceed 500 cubic yards'
Fillin * g: estimated . cubic vds.- j200 c.K.,s a grading and filling plan
-(includ-:.ng spoilin must be submitted with the
2. Water: 9 application.
Stream" - estimated flow (cubic feet persecond) None existing
stream be altered? applicable
To what degree? Not applicable
Impact on storm drainage (i
ncrease in run-off) Minimal; onsite retention/
detention facilities will be incorporated in project.
Estimated area to be paved 0.29 %
Estimated area in open space 0.27
22 percent
% 35 percent
Shorelines: wi th i n 200 f t. of ',lean Hi gher - High Water No
Adjacent to shorelines zone No
Environmental Assessment, page 2
3. Ve�etation:
of trees - Evergreens (approx. 6) % to be'removed. 0%
Minimum diameter of trees to remain All will remain.
Brush, wild grasses and
Groun : d cover general litter % to be removed l00%
Proposed landstap.ing, if any Open spaces will be planted with lawns- and
ornamental shrubs pursuant to'completion of building construction.
-4-- Existing Land Use within 300 ft. radius of proposed development:
Si ngle
111ulti-
Vacant
Family
F
F ami 1 y
comm.
Other
North
X
sout 11
X
East
X
Wes t
X
5. Circulation:
Estimated increase in auto trips daily 13 D.U.'s x 4 A.T.D.1r, = 52 A.T.D.Is
Proportionate to increased
Estimated demand for public transportation- Population densitv,
Minimal impact will occur on 196th St. S.W.
Degree of change on adjaCE,nt streets which is an nrfprial hAv-jnq nrp-,Pnf. capacity
to accommodate same and whJch will Soon be reconstructed to improve capacity.
6. Area of imoact.
neighborhood Significant
city-wide . Insignificant
regional None
Minimal increase in . airborne automotive exhaust pollutants
7. Effect. on air quality: will occur due to increased concentration of automobiles.
8. Changes in noise generation: Minimal incre . ase in noise levels will occur due to
noise generation typical of 13-unit residental complex.
CITY OF EDMONUS 1.. kOiNt-�'L.:JAL 'ChE.CKL ST
L_:�, T,1,
14 A C 19 7 - 10 - 'JI 6,5 V I �_,;�,11`1 E - - ' r , i�Ci*,,_'i ST ('i -he form in subsection
(2 hereof i s the en i ronri� ' e r, ta c il,2 c k) is t . Agencies may at their . option
revise the format. of -this forrr,; �-.owever, the language of the questions shall
not be changed.. The questions appearing in the environmental checklist are
exclusive, and consijerat'lons vinicr, do not appear in it or in WAC 197-10-360
shall,not be used in making a threshold determination. This checklist does
not supersede or vo�d applicat4,on fonvis required under any other federal or
state. statute or 11oca,l_orG`:rance,. '-.,it rather is supp'lrzmentary thereto.
(2) Env�ro,,mer.�a, cnec',�]-;sz fcir,.T:
i,,T rod �jctiol) n e S t e t,� n,, e r. 0 c ,, A - t o f I S- 7 1 Chapter 43.21C,
P,CW, requires '3VL-rn,-,�ental agencies
to consider en-
v�ronmentai values for e -;�.-X, actions and when licen
sing private
proposals. The Act �Jso rec.,,-Irc-S er EILS be prepared for all major act-
ions significant!y offC.cz-.'rS- z`ie of the environment. The purnose
of this - check list 4s -,I-o* nelp -�r-e anencies involved determine whether or not
J
.proposal is such a i,,�Jor act,.on.
Please answer ',-.ro, fc,'l -;(-)wi7�r. ques,�-Ions as cor,-,pl etely as, you can with the i n-
formation presently ava-iiar,e t�; -,nere explanations of your answers
are required, or where vo,, c;c-. �.cvc, a,-,
ldnat4on would be helpful to Qov_
ernment decision'imakc.rr, _ �;,,�iucie ex ' -)Ianation in the space provide�,
or use additicna'l pa�jE-Sl If -,eCeSSarv. You should include references to
any reports or s-,�ujies of yo...; a,e aware and which are relevant to the
answers you provide. Coi�-_`,ete �ns%-,,ers to these questions now will help all
aaencies involved vo6r oropcsp�l to undertake the required environmental
review without unnecessary �_e'!ay.
T h e f o I I o w i n a �i u e s t 1-�l 3 n � a y r LOtali proposal, not just to the lic-'
ense for which you arC' a-,,, ti y i - rig or the proposal for which ap-
proval is sough-t. Yo-,jr ansaer!�*s,,,�), - ic ric I iude the impacts which will be
caused by your Proposa; v;nen i�_ COM.-IlIeLed, even thcugh completion may
not occur untill r e . This will allow all of the agencies
which wiil be 'In,volved to con-1pletE ne-Ir environmental review now, without
duplicating paperwori, -in tlhc-
NOTE : This , is a star.dard * f3ra� useo by all stat� and local agencies
in tile State of vt�,:'ous types of proposals. Many of the
r-
questions inay not appli to your proposa,. If a question does not apply,
t 4
just answer it "no" anc. continL,C� Of'i (to the next ques on.
FORM
BACKGkOUND
1. Nariie of. 1e11Qr_P_n_ arid KeDLIeth Rosg2
2. Address an-,-. `rciponent:.
Sy
P- -D--Bjax.-37-4-,—Edmond�,,Wa,---98020
Telephone: 776-3762
L n e c r, S
October 11, 1978
0.- - '0
4. Agency kequir- ' �,nec�' Edmonds Planning Department
5. Name of Proposa"I, if app,icable:
Helleren-Rose Apartment Complex
6.. re and Brief De-scription of the P_r6_P6_S_aTT5c1ud �ng but not
limited tc its s-iize, general design elements, and other factors
that will give ar, accurate understanding of its scope and nature):
The proposed action involves construction of a 13-unit apartment
complex in two buildings on a 0.764 acre site with accompanying drives
and parking areas.
Loca 'j. 67F cr-lbe the -physical s
etting o the pro-
posal , a s as t!-ie extent of the land area affected by any.
environmentel -:ji',i�acts, -incl�,dinr, any other information needed to
give an accura-ce inoerszanairg o-f'the environmental setting of the
proposa'j):'
Th e property is a he'retofo re undeveloped site comprising 0064 acres zoned
for multiple residence construction, and is located on the south side of
an arterinj s-tx-e�e±,-ia-a-Lb�racterigtically residential area having all
D bl
Onipletioii o� E_e7roposaT-
9 . L i st of a*. -,s . L 'I cjrses or Government Approval s eoui red f or
the Proposali s�a-cE and local -- including rezones):
-.Miscellan.ppua ap2rovals and permits issued by Edmonds Planning Dept
EngineerLp_g__LQep and Building Dept.
10. 5-6-7--7 . .....
you 1Y - : .
ve ai'-Y p;ans, aciditions, expansion, or furth—er
activity reliat-ec o.r COi-:nf2CteQ with this proposal? If yes, ex-
plain-
-No.
_h�1cm�aYaTfe—ct the property
p ars by otners _w
covered by your proposa-i? If yes, explain:
Th e Wn �i h i o
n&Ln SLq_te Dept. of Transportation is formulating a ect
LYL�p ro, I
12. Attach any otner app" etc.
!IC6ZIOn Tcrm that has been completed regard-
ing the propo�al.; "if non,_z has I)een completed, but is expected to be
filed at' some date, Jescribe the nature of such applica'
f o rm: tion
be requested prior to construction of project.
0
ENVIRONMENTAL IMPA,'
(Explanations of al I 'Yes" and "maybe" answers are required)
Yes Maybe No
(1) Earth. Will the proposal result in:
(a) - Unstable earth conditions or in chan.ges X
in geologic substructures?
(b) Disrupt`,ons , diSplacer,,ients, compactiOn
X
or overcovering of �,-.he soil?'
(c) Change 41n.topography or ground surface
rel ief features?
(d) The destruc-cion'. covering or modificat-
ion Of any unique geologic or physical fea-
tures'�
(e) Ary increase in winud or water erosion
of soils, either on or off the site? ' '
X
X
X
(f) Chanc�es. -*:n deposition or erosion of
beach sa.,,o's, or cnanges �n siltation,
depo s i t i or, or eros i on v,,h c h may modi fy the
channe"i of 6 r-';%ver or stream or the bed or
X
the ocean.by, 'any bay, inlet or lake?
Exp I ana c i on : Gradir I il , excavation and overcovering will occur in
connection with construction of buildings, drives and parking ar�eas-
(2) Air. Will the oroposal. result in:
(a) Air emissions or deterioration of am,- X
bient air quality?
b) The creation of objectionable odors? X
(c) AlLeration cf air movement, moisture
or temperaLure, or any change in cl imate, X
either locally or regionally?
Explanation:
(3) Water. Will ti-,e Proposal result.in:
I \
ka) Ciiange� ii� or the course
or in either X
marine or fresr. wa te rs
Yes ma No
'Dwin�(:s -:r, ocsor.,,: :�;n r6tes, drain-
age patterns,.or the rate and amount of
surface water runoff? X
(c) Alterations to the course or flow
of flood waters.? X
(d) Charge in the amount of surface
water in any water body? X
ke) Dis.cna'rge into sur-l��ace waters, or in
any alteration of surface water quality,
incluaing I bjt r.ctl I 'ii-,-Jted to temperature',
dissolveG oxygen or ':urbldity? X
(f) Allteratioi-. of the direction or rate
of flow of ground waters? X
(g) Change In the quantity of.ground
waters, either through d-Irect additions
or witndrawals, or through interception
of. an aquifer by cuts or'excavations? X
(h) Deterioration in ground water
quality, eit-ner through direct inject-
ion, ' or through the seepage of leach -
ate, p-tiosphates, detergents, waterborne
virus or bacteria, or other substances
into the ground waters? X.
(i) Redu,ction in the am:)unt of water
otherwise available for Public water
supplies? X
Explanation: Overcovering of with buil dri
soils ves and
parking areas will diminish available permeable surface area resulting in
_nq.tent�ial,for increased runoff. However, proposed onsite drainage controlf,
will detain saME!.
(4) Flora. Will -the proposal result in -
Change in tne diversity.of species,
or numbers of any SP*C-Cies of flora (in'-
cluding trees, shrubs, q-rass crops,
microflora and aquatic -Iant�)?
X
(b) Reduction of the nuj-,ibers of any
unique,' rare or endangered specie s of
flora?
X
(C) Introductioil of ne�.,, species of
flora into an area, or -In a barrier to
the nor!�;al replenishment of existing
specie's?
X
Yes Maybe No
(a) Reauc.tion in acreage of any aq-
ricultural crop? X
Explanation: Project landscaping will introduce new species of
flora.
(5) Fauna. Will the proposal result in:
(a) C�anges. in the diversIty of species, or
numbers af any speciEs of fauna (birds, land,
animals including reptiles, fish and shell-
fish, benthic organisms., insects or micro -
fauna)? X
(b) Reduc-lion of the numbers.of-any
unique, rare or endangered species of
fauna? X
(c) Introauction of new species of
fauna into an area,.or result in a bar-
rier ot the miciration or movement of fauna? X
(d'I Deterioration to ex.isting fish or
X
wildlife habitat?
Explanation: Any native fauna will be displaced and most
existing feed and cover eliminated.
/(6) No i, se. Will the, proposal increase X
I evel s?
existinq noise
Expl aria tion: Noise.levels will increase minimally in proportion
to increased population density.
.(7) Lj_2Lht__and Glare. Will the proposal produce X
new liqht or glare?
Exp.lana-Oon: New light and glare will be produced by building
and area illumination.
(8) La 1-'. "j �z t'he proposal result in the
alteration of tne present or,planned land use
o,f an area? X
0 1 e S MdYDe NO
N a t. i r a 1 1'42!, 0 L, r c.,�,, i.nk- prupu.,,al r.esul L
i n
(a) Increds ' e i n the rate of use.of any,nat-
ur'al resources? X
(b) Depletion of any nonrenewable natural
resource? X
Explanat-lon: Occupation of dwelling units.will increase area use
of electrical energy.
(10) RiSK Of �.-'pset- Does the proposal involve
a risK of an explosion or the release of
hazardous substances (including, but not
limited to, oil, pesticides, chemicals or
radiation) in the event of an accident or
upset con6itions.?- X
Explanation:
(11) Popul Will the proposal alter the location,
Mtriou�7ion, density, or growth.rate of the
human population of an area?
Expldnation: Upon project completion, 13 dwelling units will be
available for habitation, thereby altering neighborhood population
Te-n-s-1-Uy--.—
(12) Hou s 41 n c, Will the proposal af'fect existing
Fousing, or create a demano for additional
housing? X
Explanation: Upon completion, 13 new dwelling units will be
available.
(13) Transporati . on/Cirtulation. Will the proposal
�-esult in:
(a) GeneratiDn of aaditional vehicular
r,qo v eme n t
E.'Iftcts on existing parking facilit-ies,
ordemand for new park-Ing?
(c) 11nidact upon existing transportation
sys tems
Aliteratibns to pr,:�sent patterns of
- of people and/or goods?
cir(Mation or moverrient
X
�il
X
X
Y s
LLra 6 vj ci t r o r- c: r a i. o r
a i r tr,3 f f i c;
X
(f) Incredse in traffic hazards to motor.
vehicles, bicyclists or pedestrians? X
Explanation: Newly generated traffic and any cons equent hazard will
be limited to neip-hborh . ood streets.
(14) Pu L- -1 4 c Se r v -, c es . L� the propo sa I have an
effcct upon, or result in a need for new or
d1terec governmentai services in any of the
following areas:
(a) Fi re pro tecti on? X
(b) Police protection7 V
A
X
(d) Parks or other recreational
facilities?
4
(e) Ma.ntonance of public facilities,
includ-ing.roads?
X
M Oti'ler governmental services?
X
Exp 1 an at ion: Existing area services have capacity to
absorb
minimal increased need.
(15) Will the propos�,I result in:
a Us (2 of substantial amounts of fuel or
energy?
X
(b) Demand opon exist-Inq sources of energy,
or require the development of new sources
of energy?. X
Explandzilci,.: Electrical energy will be used for heating and illumination
tribution system of adequate
capacity.
u. t the nrcposal result in a
e'�T f o in e Sys-cems, or alterations to
the folllowlir-�.i dtilit-les.
ka) Power or naturd-I qas?
.(b) Com-munications systerr�s?
X
kc) a er ?
X
Yes maybe No
(d) Sewer or.�eptic tunKs?. X
(e) -storm water dra.inage?
X
(f) Solid waste and disposal?
X
Explanation: Existing neighborhood utility systems are adequate.
(17) Human Hea I th. 'v' �i r_�,e prorosal result in
__F
t.Ccreatior of any health �iazard or pot-
ential health hazard .( excluding mental
healtri )? X
Explanation:
(1.8) Aesthetics. �-Che proposa . i result in the
obstruction of ar;y scenic vista or view open
to the public, or w,,il trie proposal result
in the creation of an aesthetically offensive
site open'to public v.iew? X
Explanation:
(19) Recrea t i on. Will the proposal result in an impact
upon the quality or quantity of existing re-
creational opportunities? X
Expl anation
(20) Archeological/Historir-,l. Will the proposal
resu.t in an a -iteration of a, significant
archeological or historical site, structure,
object. or building? X
.Explanation:
111. SlGNATURE
I. the undersigned, state' thaz to the best of my knowledge the above
information is true and complete. it i,s understood that the lead agency
may withdraw any declaration of nor -significance. that it might issue in
reliance upon Ciis checklist snould there be any willful misrepresentat'
o r willful lack of full disclosure on my -part.
Proponent:
e.,Ln gose
T
WAC 197-10-370 'e.111THDRAWAL OF AFFIRMATIVE. THRESHOLD DETERMINATION'.
If at any time after the entry of a declaration of significance, the pro-
ponent modifies the proposa�! so tnat, in the judgment- of the lead agency,
all significant adverse environmental impacts resulting therefrom are
el imin6ted, the declaration of' significance shall. be. withdrawn and a de-
claration of non -significance entered instead. ' The lead agency shall alsc
revise the registers at its SEPA pulbl ic information center accordingly.,
if the proponent of a proposal is a private appl i cant, the proposal shal 1
riot �be considered mcdified until all license applications for the proposal
are revised to reflect the modification.
STREET FILE
CITY of EDIVIONDS
200 Dayton Street - Edmonds, Washington 98020 - Telephone (206) 775-2525
Department of Public Works
DATE: .-October 21—,
19 7 8
TO: Louis Caviezel, P.E.
Lovell-Sauerland & Assoc.
23108 100th West
Edmonds, Washington 98020
TRANSMITTING: Storm drainaRe Dlan for Sven Helleren
Maplewood Grove 196th and 80th
AS YOU REQUESTED: FOR YOUR FILE:
FOR YOUR INFO: REVIEW & COMMENT:
AS WE DISCUSSED: COMMENT & RETURN:
FOR YOUR APPROVAL: FOR APPROPRIATE ACTION:
REMARKS:
PLAN APPROVED AS NOTED
PUBLIC WORKS DEPARTMENT
BY.*fr
Fred F. Herzberg, P.E.
BF,:jak City Engineer
Attach.
WREET FILE
PUBLIC WORKS ENGINEE,RING DIVISION
A�ENITIES DESIGN BOARD CHECK. LIST
A. D.. B. # �001 -18
Applicant:
T'Q -
I - �-- (
Legal Description
Propercy,Lines Indicated
All Easements Indicated
Public Right -Of -Way InZated
Topography PgK bar*%s PLkN-r-,x
Access Engress Egress
Utility Improvements—
( ) Location of Curbs & Sidewalks N P-1 .
Curb Cut Required N LI.X
Site Plan on File
Comments: ]�� t r-k. L-- /-)� LN EER U
Approved: a
D te
STREET
CITY OF EDMONDS41
FIL AMENITIES DESIGN BOARD APPLICATION
-7-7e, - 6, S-9 7 cv,
OWNER/REPRESENTATIVE J�E/&) Pose 4-- S�Lje-" PHONE-7-7,/, -.3 7C, 2_
ADDRESS -7 q 0 A) 0,e 7 7)e e4 tj Z,4A) 6-' 6-0/21 Q A.) Q S ZIP CODE 9S02C)
CONTACT PERSON A) PHONE -,7 "7 W/ -z-
ADDRESS .�-pRur6- 4C--Z)1yj 0 4jD_S ZIP CODE 9,fD��o
ARCHITECT/DESIGNER
I-locy<' Ze <a-- PHONE
0 j
PROPERTY ADDRESS �.O t V-- ZONING
LEGAL DESCRIPTION- !z; I-lo p 7-
M I S A C C). U-)A - ( -�'7� n.&
PLAINS SUBMITTED FOR APPROVAL:
1. Building Plans — 'Preliminary Final
Site Plan Landscape Plan
2. Sign Elevations Site Plan Landscape Plan
3. Modification..of.previous approval
EXISTING USE OF PROPERTY YA 0
4 Aj Zo
DESCRIPTION OF PROPOSAL
D Aj 5 7-p-a 0 7— 43
—Foz� ZLe aes T
Elevations
APPROXIMATE DATE WORK WILL BEGIN 014 PROJECT (74&).-1 �-7�
ESTIM-TED TIME FOR C014PLETIOII OF WORK V 7-0 6 -
I (we) hereby -certify to the best of my (our) knowledge, that the statemen
and information contained here.in are, in.all respects, true and correct.
7/78
GERALD W. LOVELL P L.S
JURGEN Fi. SAUERLAND P.L.S.
Lovell-Sauerland Inc.
Surveyors 9 Development Consultants e Planners
October 5, 1978
File No. 78-202-1
Storm Drainage Calculations for
Sven Helleren --,;p &PIC I Cl
Site Information
Total Area - 0.76 Acre
Average Slope is 5% in an easterly direction on the west 200 ft. of site,
and 7% in a westerly direction on the west 70 ft. of site.
Site Condition - Grass and brush.
Estimated runoff coefficient - 0.20. o�_
Offsite contributing Area - 14.2 Ac. with runoff coefficient of 0.45 o�
Using the Yrjanainen and Warren Method for simple retention/detention basin
design, the following,calculations are to determine the required volume of
retention of this development.
Time to Concentration = 1200/(1.0)(60)] + 10 min. = 13.3 min.
Intensity i - 1.4 in./hr., 10-year storm frequency (Chart 10).
Q Existing Qu = CiA = 0.20(l.4)(0-76) = 0.21 cfs. &�_
Q Allowable = Qu = 0.21 cfs.
Future C - Roofs 0.20 Ac. @ 0.9
Parking and Driveways 0.29 Ac. @ 0.9
Landscaping 0.27 Ac. @ 0.2
Cd = (0.20 + 0.29)0.9 = 0.27(0.2) = 0.65 V'
0.76
V
00 Q Allowable 0.21 0.425 cfs./Ac. C Future
Acreage x Future run-off coefficient 0.76(0.65)
Assume orifice outlet condition.
T -25 + /�W�62 = -25 + /1-762 =39.4 min. V
Qo V 0.425
Vs 2820T - 40 QOT = 2820(39-4) - 40(0.425)(39-4) = 1055.5 cf./Ac.
T + 25 j9.4 + 25
V Total = Vs Ac C = 1055.5(0.76)(0.65) = 521.4 cf.
23108 - 100TH W. EDMONDS, WASH. 98020 PHONE 775-1594
Storm Drainage Calc. for Sven Helleren
Storage Provided
-32-=15-_l f . (part of Q lf -) 811 dia. @ 0.3491 sf.
52. lf. 1511 dia. @ 11.2272 sq. ft.
120 lf. 2411 dia. @ 3.1416 sq. ft.
2.22 vf. 4811 dia. CBMH @ 12.5664
2.82 vf. 48" dia. CBMH @ 12.5664
Total
Contributing Runoff
Offsite runoff entering site at existing CB.
Cd = 0.45 6 �V_
Area = 6.17 Acres
- 2 - Oct. 5, 1978
Ja�c f
63.8
377.0
27.9
35.4
_5 22,w '4 c f
Distance to outfall from most distant point - 1,000 ft. at slope of 2.5%. &V-
V = 3.0 fps. (gutter flow) Collection time is 10 min. from yards. 6V
Tc = 1000 + 10 = 15.6 min.
3(60)
Using Chart 10 (Seattle -Renton), 10-year frequency:
i. = 1.28 in./hr. vl**�+
Qu = CiA = 0.45(l.28)6.17 3.55 cfs. v1
Entering Ote V6m eVt: VIII,
Q = 0 . 45(1 . 28)0.17 0.10 cfs.
Allowable Q from site 0.21,1- V/
Allowable Q from drainage basin 3.86 cfs. Y_ t -) -k
Sizing Orifice
Q Max 3.86 Cd = 0.62 (Sharp Edge Orifice) OL
h
2g 64. 4
A =
Q/Cd 3.86 t-46,4)-
sf.
0.62 /64.0-2.02)
V*V
Dia.
fi-A f4(&-.4r62�+ 0.Y6YG ft. 9n-24)-3-in.
1 rTF
Use
4-+/4L' dia. orifice
-7 A-
ko
W. 5"
Check Q
for 9 1,1 It 11 orifice with 2.82 ft. Head
_J10NAL
2 7,f 2 41,18 2 o 3w 2
�TM '>5-t
A =
64 29 in. �-7
ft.
4 4
0-3
Q =
CdA 0. 62 (94-6�) /64.0-2-8tt =
-5.98 cfs.
OK
a.3
Check capacity of 1511 CMP.
Will carry 3.9 cfs. at 2.0%, V = 4.2 fps.
-�o Y
4 P4 I "ads qreq.
10:
fr7l
f
ra ID
F7
Li
%fV;
Tr
f, -e,
'T m �,;l
I :vi
F, 4,
V- T-
P "t L
:11 H
, t5ih,
T3
TABLE 1
RUNOFF FACTORS FOR STORM SEWERS
FLAT ROLLING.
0-5% 5%
UNDEVELOPED LAND
Wood & Forest .. . . . . . . .
0,1V
.0.15
Sparse Trees &* Ground Cover .
-0 15.:.
0.20�'
Light Grass to Bare Ground . . . .
0.*'20'
0.25
DEVELOPED AREA
Pavement &,Roofs ... . . . . . . . .. .
0.-9 0' -
Gravel Roads & Parking Lots
-
0.75
0. 80'�,.
City Business .. . . . . . . . . .
0.85
'0.90
Apartment Dwelling Areas .
0.80
0.85t
Industrial Areas (Heavy) . . . . .. .
. 0 *:70
0.�80
Industrial Areas (Light) . . .. . . .
. o '6 0
'"0.70
Earth Shoulder . . . . . . . . . . .
. o.50
0.5.0
Playground ... . . . . . . . . . . .
. 0.25
0.30
Lawns, Meadows & Pastures . . . . . .
. 0.*20-
0.25
Parks & Cemetery .. . . . . . . . . .
. 0.15
0.20
SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Gross
Acre)
1.0-1.5 DU/GA . . .. . . . . .
0.30
1-5-3.0 DU/GA . . . . . . . .
.
..0.35
3�.0-3.5 DU/GA .. ... . . . . .
. .. . . . .
. 0.40
3.5-4.0 DU/GA . . . . . . . .
. . . - -
.,,0 45
4.0-6.0 DU/GA . . . . . . . .
. . . . . .
.. 6:50
6.0-9.0 DU/GA . . . . . . . .
. . . . . .
. 0.'60
9.0-15.0 DU/GA . . . . . .. . .
. . .... . .
. 0.70
14
2/1/77
AREA
RENTON-.
SEATTLE
c H A sk"'I" le
TACOMA
CYAP-T 12
NORTH
BEND
RETLN'� 147 �UTCMII ONIMA I N-E-QUATI Ab .
25 YEAR
lo YEAR I-IGN STORM
TYPE'OF OUTLET PEAK STORAGE MAXIMUM STORAG� PEAK STORAGE
TIME (MINUTES) VOLUME (FTYAC) I TIME (MINUTES)
IF1762 2820 T T 2138
8
ORIFICE W-ITH HEAD T=-25+V n� �40 QOT =-25+li Fn
V s
CONSTA . N FLOW'. T= -25+� 1 1 175 2820 t 60'Q T
Qo T + 2-5 0
vs
flEl 7::5
0 3000 T -T
T--25+ 40 Qo
ORIFICE WI.TH;-HEAD QO T+25
VS
f ;12 :5:0, 3000 T
CONSTANT FLOW' T=-25+ Qo f + 2-5 60 QOT
T+25
ORIFICE WITH HEAD 2255
T=-25+ V, Q0
IF*,,= =
CONSTANT FLO - 03
.11 �5
On
W T=-25 Q0
4076
ORIFICE WITH HEAD, T=-25+ITO�.;
Q
SNOQUALMIE---- 0
tol PASS'
r CONSTANT FLOW' T=-254 2718
Pi QO
C Iq AR7 33
p
SKYKOMISH
Cfl4R7
E26 (0 3
T=-25+ f 0,
ORIFICE WITH HEAD I Q 0
vs = .
-3W! - 4 0 Q 0 T
T+25
VS
3607T --rn QoT
T+25
vs =
6522 T 40 Q,T
T+25
v s =
6522 T
T+m - 60 QOT
vs =
4164 T 40 QOT
T+25
1 �4.25--
T 25+ f
219:4:—
T=-25+fEnQ'o
71 114 �63
0-0—
T=-25+ n_
[2 7 06
T 2 5 +-v - --q—o
T=-25+ �80:4
T=- 5 01:3-
2 5 +f-Eno
Q o
3342
T=r_0
25+VF
L311:7: 5�
T=-25+
Q o
vs =
T 2 5 1735 4164 T _ 60 QOT QO
fE20 5:0�17
CONSTANT FLOW --o _0 -r+-T5— T=-25+ 0',
9—N- ORK
MAXIMUM ST3�AC,5
VOLUME (FT, AC
vs =
3420 T _ 40 QoT
.T+25
v s =
3420- T- Q T
f + 2-5 0
vs
351.0
U-1 44 0 0 T
T+25
vs =
3510 T 60 r
T+25 QOT
VS =
4329 T 40 Qo-T
f —+2 9- —
v s =
4329 T 60 QoT
F+ 2-5
vs =
8020 T 4
T+25
OT
vs - ,
.8020 T 60 QOT
T + F5—
vs =
4920 T 40 QOT
T+25
v s =
4920 T _ 60 QoT
T+25
Op 0'
0*1 0,0
20-
-40
-50
PI PC
T
Fr rLOV1
10-
zo
OEpT
10.
yo
6-
9
5'-
-/'0
a
47
-8
5-
6',
-5
4
I
�A
Z-
-4�
1
A4
C6
CRIrICAL
2
o?
/.0-
-2
.0
z
00A.
-6-
.0#.4
r
V, "q-
.5-
-/.0
.0016
Q�
0 000
C119
006
0006 00
-7070-0�
00015
A z
0
�oa .08 Ol/
.2
/a 20
go
DISCHARSE - 0 - CFS 17 .015
IN
.08 0./
a 2' aj 0.4 0.50.6 0.9 I.Onz.0(2 3 4 5 6 7 8 /0' 20
50, 40
.04.0.5.06 .08
I T I I I I
Od .2 .3 .4 '.5 .6 .7.8 /.0 4' 5' 6' 7 1.'0
nr. 024
20
ke- rall r 0=, Ir e 4-r- v,+i o m Lu co
Im -
RCICAA- LMV� --S--
u s + ro v)g t cLo K- att t k, uj,
ct C-
u
'77
4-ox-v,
t
196 ST SW 19 6 S T S'W
IVASPHALT
I � —TY —P)
MEADOWOOD
TOWNHOUSES 12'SHOULDIER
CONDO
EOM
2" PE CAP
3'N S—ESMT. & 163*W CL
(--')N S—ESMT
( --- 1)w CL
r1q
-------------- --
PROPOSED
Z' PE IP MA N
IV7
3'N S—ESMT
V
(---')N S—ESMT
2"MPE POLYVALVE
26'W CL;
--- 1)W CL
50'
R/W
Cn
-d
03
ko
CU
CU
Cu
co
TIE— IN, FUSE
2" MPE BRANCH 3ADDLE
16 5'S CL & 22'F, CL
(--- ')S CL
Zl--(--')E CL
le'l
19, 0 PL S W
zu> I
0W
r
I If It F r- I IF &Y Q —7
N>- 4APM1
IF io I
2?
8Z6L
13d
FITTER (CHECK BOX IF COMPLETE)
Work area left in Clean & Safe condition El
Complete all Pipe Tables and Gas Pressure Stamp 1:1
Field changes Red —Lined on cis —built El
Material Verified and Changes oted on paperwork E]
All Valve & Tie—in Locations noted on as —built El
Note beginning of Main, EOM & Line of Main locations 0
Show Rope Locations & Cul—de—sac Radius_ El
Foreman's Signature
Company
Employee ID#
STANDARD GAS CONSTRUCTION NOTES:
1. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE —CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION, IN
WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITIITAS COUNTY CALL- 1-800-553-4344
2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
3. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES.FOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
4. N01IFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION AC11VITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE MEN THEIR SERVICE IS INSTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
5. ANY CHANGE IN ROUTE, TIE—IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY PSE GAS ENGINEERING
SERVICES.
6. COMPLETE "PIPE CONDITION REPORT" ON ALL EXPOSED EXISTING PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
BOX (TEST LEAD) INSTALLATION.
7. AC11VE SERVICES DENOTED BY:
8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
9. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD
2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT REDILY ACCESSIBLE, AND FOR ALL VALVES WHERE
PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX
10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY PSE GAS ENGINEERING SERVICES.
11. SYSTEM MAOP DENOTED BY: [SYSTEM MAOP PSIG
12. RESTORE ALL DRIVEWAYS SUBJECT TO OltN W1 10 ORIGINAL OR BETTER CONDITION.
13. GAUGE AND MONITOR USE OF ALL STOPPERSAND SQUEEZES TO ENSURE ADEQUATE FEED. (USE MANOMETER FOR
LP SYSTEMS)
14. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400, AND 2525.1200.
GAS MAIN INSTALLATIONIRETIREMENT
Type/Work
Pipe Size
Type
Estimated
Length
Actual
kength
Manufacturer
INSTALL
2"
MPE
185'
GAS MAIN PRESSURE & TEs
rING
TESTEE�iy
DATE ON
TIME ON
DATE OFF
TIME OFF
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE OFF
TIME OFF
Design Press 60
SYS mAOP 45
PROJECT PHASE
NOTIF#
ORDER#
SAP Superior
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Ind. Service
Ind. MSA
Dis. Reg. / FT
HP Svc/MSA
Relocate
Retirement
X432509907
107018116
X084947899
106117233
Contractor CONSTRUCTION COST CODES:
031-1034 1 1 1
Project Manager Contact Information:
PATTI NESS
CELL: 425-327-2783
REV# DATE BY DESCRIPTION
3
2
1
Vicinity Map
WORK SITE
1913tPI!
Dr
I
� h
"S 1 10
Lts W
3PZnd Pi
193rd PI
85th:sAt
IL
Owner/ Developer Contact Info
MEADOWWOOD TOWNHOMES
19616 80 "E W. #E, M, H, G
EDMONDS, WA 98026
ATTN: SUSAN BAYES 425-6973481 office
C1
CALL (800) 424-5505
2 BUSINESS DAYS BEFORE YOU DIG
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
REAL ESTATE/EASEMENT
REQUIRED
PERMIT
NIA
FUNCTION
CONTACT
PHONE
DATE
PROJECT MGR
PATTINESS
206-418-4237
1018/03
ENGR-GAS
DRAWN BY
TRI LE
206-418-4257
1113103
CHECKED BY
PATn NESS
206-418-4237
COUNTY EMER SECT GAS WK CTR APPROVED BY PATTINESS 206 18 237 11,
SNOHOMISH 4 MCNSEG FITTER #1
1/4 SEC OP MAP PLAT MAP FITTER #2
NE-17-27-04 160.068 162.069 MAPPING
JOINT FACILITIES ARRANGEMENTS
UTILITIES
CONTACT
PHONE#
SAP Superior Order
PUGET MEADOWWOOD TOWNHOMES 107018116
SOUND Drawing Number
NiA
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