445 ADMIRAL WAY.PDFiiiiii 11111111
13783
445 ADMIRAL WAY
-j
ADDRESS: 1-171 _2 Z-10 1" I'l
TAX ACCOUNT/PARCEL NUMBER: -
BUILDING PERMIT (NEW STRUCTURE).
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: E] Conditional Waiver 0 Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
j1q I pQ2LA ImpW
PERMITS (OTHER): Z2 111P1um b
19
PLANNING DATA CHECKLIST DATED:"
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LID #:
LOT: BLOCK:
LATEMP\DSTs\Fomis\Street File Cheeklist.doc
[USE
Zo
CITY OF EDMONDS ZONE PERMIT
)N
7 NUMBER 9G0246
CONSTRUCTION PERMIT APPLICATION
r, 7,.., � ;Z7 /
[OWNER NAME/NAMEOF BUSINESS jy J.Az
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP,
TESCPZP180q"1'1' 0
R P., 'R . ad CI
EXISTING — REOLIIAED DEDICATION
perMil Aoq*d 13
PROPOSED
Required a
Sidewalk Required 0
METER SIZE
I LINE SIZE
I NO. OF FIXTURES
PRVREOUIRED
YEsO NO 6
CITY ZIP
i�k ),,.
MBIER
ITELEPHONE NUMBER
547 - 400S
FIRE MEMO DATED REVIEWED
RA
STATE LICENSE NUMBER EXPIJION DATE
`97
SIGN AREA
ALLOWED i PROPOSED
SEPA REVIEW
COMPLETE 16EMPT
EXP
ADO NO.
Legal Description of Property. - include all eas6mentS
SH5REL
VARIANCE OR CU
PLANNING REVIEW BY
DATi
SETBACKS — FEET
HEIGHT I L40T
COVERAGE
U NEW
0 ADDITION
D�EMOCEL
10 DEMOLISH
0 . ARAGE
CARPORT
Li RESIDENTIAL
§0 COMMERCIAL
11 APT.BLDG.
GRADING
CYC'S.
WOODSTOVE
1:1 INSERT
; '
[] RETAINING WALLJ
ROCKERY
PLUMBING
1:1 MECHANICAL
SIGNi
FENCE
x
SWIM POOL
HOT TUB/SPA
RENEWAL
CHECKED BY
[PROGRESS
ITYPE OF CONSTRUCTION
CODE
OCCML
OR.,
SPECIAL INSPECTOR
Ec
I OL
REGUIRED 13 YES
AREA
WCU
LOAD
MARKS
INSPECTIONS PER UiC 305
ryp" USE; BUSINE.
OR ACTIVITY) EIPLAIN:
7— VAi�,6
-7-1 Al 096
S7/6.— V A7 7* /7
Z8
tUMBER
W. . I
UMBER OF/
Nowrl I ING
CR YICAL
IAREIAS
BE DOME IATTACH
/jL_r/fL.; A,0-fr xL TrA
FINAL INSPECTION
REQUIRED
VALUATION
FEE
PLAN CHECK FEE
BUILDING
H EAT SOURCE., LAZING
,
%
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work.to be done on private property ONLY.
GRADING(FILL
Any construction on the public domain (curbs, sidewpiks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
P*nWI Application: 180 Dep
Penrill Limit: I Year. Provided Work b SWW VAthin 180 Days
GTORM DRAINAGE FEE
"AppliCant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
successors In Interest, to Indemnify, defend and h Id
harmless the City of =da, Washington, Its officials,
x employees, and agents from any and all claims for damages of
whatever nature, arising directly or Indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
Ox nor limit In any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I h or a
I hereby acknowledge that I have read this application: that the
'
n for ma
I Information given Is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
I
.late laws regulating construction; and In doing the work author z*
I
AUTHORIZES
This applidatlon Is not a permit until
a
ad thereby, no person will be employed In violation of the L b.r
a
ONLY THE
signed by the Building Official or his/her
Code of 'the State ofWashington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt Is
tion Insurance and RCW 18.27.
INSPECTION
acknowledged In space provided. -
SIGNATURE (OWNER OR AGENT) AT17,1.1
IPAPIT.INT
I
CITY OF
OF Cl 55 N DATE
EDMONDS
I.—
ENT101"T_
CALL FOR
RELEASED BY! DATE
INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
.
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220
ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF. OCCUPANCY HAS BEEN GRANTED. USC
CHAPTER 3.
PINK — Owner GOLD — Assessor
10247
CITY OF EDMONDS
USE
ZONE PERMIT
NUMBER 960;Z94
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT #
ADDRESS' . H,5� km,KA4, wy
OWNER NAME/NAME OF BUSINESS
Fort of Edmonds AM-
LEGAL DESCRIPTI
"7
IVISION NO.
LID NO.
4
a:
W
MAILING ADDRESS
Z
3:
0
336 Admiral Way
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING —REQUIRED DEDICATION
PROPOSED
TESCP Approved 0
RW Permit Required 19,
Street Use Permit Req'd 0
Inspection Required
Sidewalk Required IR,
5
CITY P
Zo
Edmonds 98020
TELEPHON E NUMBER
, , -1387
624
NAME
Peratrovich, Nottingham Drage, Inc.
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 13 NO 13
6
LOU
i
ADDRESS
811 Fitst Avenue, Suite 260
REMARKS
U, 6-
4
Z
CIE
W
W
CITY, ZIP
�eattle 98104
TELEPHONE NUMBER
624-1387
C-
NAME
W�alsh Contractors
rl A.& r-?Q6,,
ir
ADDRESS
657 North 34th Street
NGINEERING MEMO DATED REVIEWED BY
,o-
-7 A-4 4,,j Cj
< C
C
CITY ZIP
TELEPHONE NUMBER
FIRE MEMO DATED REVIEWED BY
W
cc
U.
Z
0
Seattla 98103
547-4008
STATE LICENSE NUMBER EXPIRATION DATE
WALSHC*253BP 3/19/97.*
SIGN AREA
SEPA REVIEW
QP NO.
IIIIIIIII
ALLOWED ROPOSED
P
COMPLETE EXEMPT
f
fs_ !
Legal Description o.f Property - include all easements Ot
Z
See Attached
EXP
SHORELINE 0
2
0
U)
ARIANCE OR CU
PLANNING REIIEW BY
DATE
r/
SETBACKS — FEET
FRONT SIDE I
HEIGHT LOT
COVERA�GE
Z
Z
5
Lu
Properly
Tax Account
Parcel No.
REMARKS
40
NEW RESIDENTIAL PLUMBING
My
ADDITION 1411 COMMERCIAL MECHANICAL
APT. BLDG.
EIREMODEL Ej El SIGN
s"/
CHECKED BY
TYPE OF CONSTRUCTION
1 9-7 /V 1
CODE_
L../ 4 __
OCCUP
GRObir" "I
)49!:�
FENCE
REPAIR f4 CYDS. x _FT)
0
DEMOLISH SWIM POOL
INSERT HOT TUB/SPA
FIGARAGE RETAINING WALL/ Xe".44,>
C 1:1 ROCKERY 4,
(TYPL OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
Boatyard
—_
1,
-- I
PECIAL INSPECTOR JAREA
REQUIRED
13 YES
OCCUPANT
LOAD
EMARKS
PROGRESS INSPECTIONS PER.UBC 305
Z
/1/49 Itl(k. od,
(n
uj
0
(D
NUMBER
OF. ' '
TORIES N/A
NUMBER OF
DWELLING _0_
UNITS
CRITICA"
AR EAS L
I NUM 1ER 1,5
e, d
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
Paving, -Storm Drains, Fencing, Landscape
FIN'AL INSPECTION REOUIRED
Sidewalk
VALUATION
FEE
PLAN CHECK FEE
BUILDING
_T_
HEAT SOURCE:
None
GLAZING
N/A %
PLUMBING
MECHANICAL
[Plan Check No.
7 L_� (/_� S
-
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
0
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
,:I0
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirement of any city ordinance
nor limit in any way the City's ability to enforce any ordinance
provision."
6A)6, 14:,-C
PLAN CHECK DEPOSIT
2�
TOTAL AMOUNT DUE
�r4.: r?
I hereby acknowledge that I have read this application; that the
Information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and In doing the work authoriz- AUTHORIZES This application is not a permit until
ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is
.on Insurance ano�RCW 18.27-,, 1 NSPECTION acknowledged in space provided.
GNAT.UA E ORAGE��, DATE SIGNED
,,(Or EPARTMENT
//E F 11 NATURE DATE
CITY OF 0
EDMONDS
t N.A
CALL FOR KLEAS66 DATE
ATTENTION INSPECTION
IT IS UNLAWFUL.TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUP�NCY HAS BEEN GRANTED, UBC 771-0220
CHAPTER3. PINK — Owner GOLD — Assessor
610JECT REVIEW' CHECKLIS
e12
PROJECT NAME:W,,A(:� am-N)l %qf L�wp PLAN CHECK #:
PROJECTADDRESS: RECEIPT DATE:
COMMENTS
FIRE
REVIEW
PLAN.
BLDG...;
ED BY� (Initial/Date)
WATER
SEWERISTREET...
E N.G...-I
Setbacks/Variance/Setback Adjustment
Conditional Use Permit
ADB Requirements
Other Zoning Requirements
Underground Wiring Required
Lot Slope 15%
SEPA Environmental Checklist/Hydraulics Permit.
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . .
Tree Cutting Plan
Plat/Subdivision Requirements
.. .... ....
...............
Legal Description Verification
... .. . . . . . .
.......
:4jx::�
Quit Claim/Street Dedications
Easements - Public/Private
121:.
Engineering Storm Drain Review Fee
...........
Engineering 2.2 Inspection Fee
Drainage Plan (On -Site)
Setback - Top of Bank, Stream, Water Courses
------------------
f
Setback - Storm Drain Line
17.
Open Ditch - Existing
........ . .
...
oe
Culvert Required
. . . . . . . . . . . .
Culvert Size
. . . . . . . . . . . . . . . . . . . . . . . .
2Q�
Shoulder Drainage/Shale Open Runoff
A/
Catch Basin Required
:.::.22,.;
Driveway Slope & Vehicle Access 0,*
..........
Sidewalk RequiEe:d::145:
Curb & Gutter RequiFed
.......... ..........
- - - - - - - - - - - - - - - - -
:25:.
Curb Cut For Driveway Requfr��
. . . . . . . . . . . . . . . . . . . . . . - - - - - - -
:26**
Street Paving Required
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Right -Of -Way Construr-tonr ...equired
................ . . . . .
Street Name Sign Required
Other Signing Required
. . . . . . . . 4
-----
T_
Bond Required For Public Improvements
FEMA Map Check/Water Table
xxx.
32:p
Side Sewer Availability
- -- ------ -
............ . ..
.... . ....
. . . . . . . . . ......
Calculate Sewer Connectio ree If No
n TID #4_0
........ . . . . . W. 7
. .....
Create Street File
. ............ .... .. .
Existing Water Main Sile
36
Water Meter Size
Service Line Size
. . . . . . . . . . . . . . . . . .........
............ ........
... .........
. . . . . . . . .
�3M
Water Meter Charge Required (irmo uAr, fri*Q UD
. . . . . . . . . . .
3T�
Hydrant Required
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
,Street Cut
..............
... ... .....
---
---------
�AO
[Miscellaneous qoss -ro N4 W
V. /-A
UM
AA ... I
Reviewed By: r% or M
FIRE -ZTTIV.- 1,�f uc
ENGINEERING
.1
PL)13LIC WORKS
11 51c� C-b_�,tr " 't.-k p
PERATROVICH, NOTTINGHAA DRAGE, INC.
811 First Avenue, Suite 260
Seattle, Washington 98104
(206) 624-1387 - Fax (206) 6�c-i 368
JOB P41-1-SE
SHEET NO.
OF
CALCULATED BY
DATE 1,,2 --7 4
CHECKED BY
DATE
>
�r rp" f AP
(/L/h T 000
4W
'�r'e
07
0 0
qet 41
tv
-70
De'�b c -iz
Electr I ca I
F, .2 70.
The City of Edmonds Water Service Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION X3 REPAIRS r-1 LID NO . .................. ASMT. NO . ..................
OWNER ... PW�T ..... O.F ... )(��PMAtAQ.S .......... I .......................... CONTRACTOR ..................................................................................... PERMIT NO . ....................
JOB ADDRESS ....... 4o.mmA.!�-WA,> ............... I .............. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
Wortw, -JAWD
.......... I .................................................. ....................................................................................................
NAMEOF ADDITION .........................................................................................................................
11
140 NoTtCf- RCCtf-V&D FOR jNSPG4r--r(6tS-
oF 'Rep%AtmDen. or- PRdaec:r.
VEACIA SIB 'SKOWP4. HkS A VA�LVG
krP(Zoy,. 4'-4'/z.' prz6m Bts.
'3/4" RE.
8-5,
Aor-w:�AL
WA-j A)
APPOMIL-FARTIA.L 40-1142-0-516
W
PWW-0001-11/75 (REV. 11178) DATE ............................................ By ............................................................
City of Edmonds
Critical Areas Ch ..
..ecklist
Mw Czifwd Areas Checkiist r mys- kined an
this form is to be filled " by any y cnag
preparing a Development Permit
Application ibr the City of Rinwads prior
to his/her submittal of a devekpnent
permit to flic City.
The PuEP08e Of the Chadift is to enab . le
City smff to determine whedw any
potential Cridcal Areas are or may be
present on the subject pwpejay. The
information needed to compicee &c.
Chw4dist should be easily available from
obsetvations Of die site of daft available at
City Hall (Critical Amu invenwries, maps.
or sail surveys).
An applicant, or hi&qm
AV-P=aX=MUVr_V
Must fill out alechecui34 sip and date it,
-and submit it to the City. 11w City will
review ft dwAl ist, maka. precursory :k
VW Wd cake a4eterminidon of-ft
subsequat steps mcessary to Complete a
permit application.
WM a signed oapy Of this form, the
M44icant should also submit a vicinii
Or PkA Plan for indivtdual�o �ftpa�ro
widt enough detW that City- StIff Can find
and identify the subject parcei(s). In
addition, the AppEkant shall Include,
Other pertinent Information (eg., site
0189 topogm&y map. etc.) or studies I
eoqfuncrwn with this Checklist to assist
S.taff 10 COMPW*g their prelimbnLry
asses=1ent of the site.
I have compleW dm atlached Critical Area Checidist and alleg OW die answers provided
&Mial, to the best of my lowwWV (fill out the aPPrOpriate column below).
Owner I ApplicauL.
PORT OF EDMONDS
Nam
336 ADMIRAL WAY
774-0 549
EDMONDS, WASHINGTON 98020
city, StRze, ZIP Phone'
AppUm* Representative:
WILLIAM M. 'TOSKEY
imam
Executive Director
Sept... 27,11995
ATTACHMENT. 5
File No. SM-95-130
!C� 0.
Oitical Areas Checklist
Site infommflon (SoWtopography/hydrology/ _n)'
V
,no
1. Site AddressALocadon: P o r t o f E d m o n d s
2. Property Tax Account NumbW 23270-4-158-0001
3. Appmxft=e Site Sin (=es or Square fbo 7 2.0 0 0
4. U this.site currently developed?. —L-yes; no
If yes; how is site developed? Boat Yard
5. Describe the general site topography. Check all �dw' apply.
X Flat Ian than 5-feet elevation chow am entire site.
Rolling: slopes on ske generally lems d= 1516 (a vertimal rise of 10-feet over a
horizontal distance of 664m)
Rally: slo;mpresentonsiteof we than 15% and less.than 30% (a vertical rise
of 10460t over a horbantal.distow of 33 to WW).
Steep: grades of peatet dm 3016 preum on site (a vertical, rise of 10-tea over a
horizontal distance of Icss than 33-tw)L
Other (please describe):
6. Site contains am of year-mund standing watet. NONE_ Approx. Depth:
7. Site contains areas of senonal Standing WSW. NONE Approx. Depth:
What season(s) of the yen?
S. Sfte Is in the goodway, N / A findplab N'l A of a Wam cours&
9. Site Contains a creck or an area wh" wUK flows across 69 grounds nrbce? Flows am year-
roune. Flows am sanond7 (What time of year?
10. Site is pdrnarily.- fog ; Maftw ; dMft . 0 Miked
ud= I&BdSCa* (UM,3hrUbS etc) R 0 C K . P a r k 1 n g 10 t w 3—M—v e r' y
limited landscaping.
11. Obvious wedand is present on ske: NO
GO Shmise F
a_
am ypc(s)7
ar'CA. mq Wicam
O�Wat an atit
immim or C.A.,zW-"�d*VdfiW Am GiVW� YJ5, L/ZL
an-dw-
Nye_
,Nr
REQ
77
AMOMM4
q.r
L,
qy�' ackm
9STREE.T FILE
0 9. X - PROAOR 7Y
;CAL SECTION
NTION SUMP)
�j
.4
2 3
X
NeW R67AINIM6
NALL
E T
1N67,-4Z-ZA71-,01V 2 2 NO 7' 7'0
-.404,1U5T TO A4EET
Nf W C7RA 06
-5F-4f -5L/776, F(9)R' 4!:3)�FA DblV0 ,'=
AND OIMEIV5101\15 OF WAU
IN 77-//5 A RE,4 -
-AleAl e4!!WlW7'e0NeR676'
I V, 59 rZ el�'A Z- 4'ZJRI 0
TRAN5F09M6llZ AIVO
VAULT5 To REMAIN
rtO 64WI67-7 eZ1,CA6- IN44ff.7'
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L 516AI 7V 0,6F
A d 511V 6 TA Z- Z-
(41 WA" 'I-0C.4T10N -'=*V4 I- eN=- /=/&-D
AR,O,A APARPWIN ADcA167ED 7V CLE4R 6X15711V4:5
&77-1- -f r&c-,��pq 77yi5 AR45A' -
/VO 7-6: 7 -1116 aAll, Y' 71-le Ar-,74A--`,471'0A1
alwar 1911411Z lcljlele�, Mew V6W7-144L 4AVAWA
Reid, Middleton & Associates, Inc.
Engineers e Surveyors Plonners,
DES.,16
DAirE p&-. (
I ,&I
�I�E NO.
SHEET / OF
DR. We.
IF.S.
c H. Jo
ISCALE
I
Y.V
Is
CUSTOMER # 10134 C E
PRODUCER
ANCHOR INS, & SURETY INC
500 CENTURY TOWER
1201 SU 12TH AVE.
PORTLAND, OREGON
ZIP CODE 97205-2030
INSURED
WALSH CONSTRUCTION CO.
ATTN: BURKE RICE
3015 SU FIRST AVENUE
PORTLAND OREGON
ZIP CODE 97201
COVERAGES
T I F I C A T E 0 F I N S U R A N C E ISSUE DATE: 02/26/97
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY LETTER A VALIANT INSURANCE CO BU110ING
COMPANY LETTER B NORTHERN INSURANCE MAR 1997
COMPANY LETTER C
COMPANY LETTER 0
COMPANY LETTER E
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO
WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT
TO ALL THE TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
POLICY
POLICY
LTR TYPE OF INSURANCE
POLICY NUMBER
EFF, DATE
EXP. DATE
LIMITS
IGENERAL LIABILITY
GENERAL AGGREGATE
$
2,000,000
A
(X) COMMERCIAL GENERAL LIABILITY
EPA 08835879
03/01/97
03/01/98
PRODUCTS-COMP/0P AGG,
$
2,000,000
( ) CLAIMS MADE (X) OCCUR.
PERSONAL & ADV. INJURY
$
11000,000
(X) OWNER'S & CONTRACTOR'S PROT,
EACH OCCURRENCE
$
11000,000
FIRE DAMAGE (ANY ONE FIRE)
$
50,000
MED. EXPENSE (ANY ONE PERS)
$
5,000
AUTOMOBILE LIABILITY
A
(X) ANY AUTO
ECA 12556115
03/01/97
03/01/98
COMBINED SINGLE LIMIT
$
11000,000
ALL OWNED AUTOS
SCHEDULED AUTOS
BODILY INJURY (PER PERSON)
$
HIRED AUTOS
MON-OWNED AUTOS
BODILY INJURY (PER ACC)
$
GARAGE LIABILITY
PROPERTY DAMAGE
$
LIABILIT
,1EXCESS
(X) UMBRELLA FORM
UBA 68128397
03101197
03/01/98
EACH OCCURRENCE
$
5,000,000
( ) OTHER THANYUMBRELLA FORM
--------------------------
-------------------------------------
AGGREGATE
-----------------------------------
$
5,000,000
WORKER'S COMPENSATION
AND
EMPLOYER'S LIABILITY
----------------------------------
IOTHER
---------------------------------------------------------------
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
- RE: EDMONDS BOAT YARD -
CERTIFICATE HOLDER CANCELLATION
( ) STATUTORY LIMITS
EACH ACCIDENT -
DISEASE -POLICY LIMIT $
DISEASE -EACH EMPLOYEE $
CITY OF EDMONDS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
BUILDING DIVISION EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
250 5TH AVENUE NORTH 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
EDMONDS, WASHINGTON BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
ZIP CODE 98020 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES,
-------------------------------------------------------------- --------------------------------------------------
AUTHORIZED REPRESENT E
JAMES P. DOONEY
p
POLICY NUMBER: :EPA088-35879
COMMERCIAL GENERAL LIABILITY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM 13)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization:
THE CITY OF EDMONDS, ITS
OFFICERS AND EMPLOYEES
(if no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.)
WHO IS AN INSURED (Section 11) is amended to include as an insured the person or organization.shown in the
Schedule, but only with respect to liability arising out of Oyour work" for that insured by or for you.
CG 20 10 1185 Copyright Insurance Service Office, Inc., 1984
IQS t . 189'
6;
CITY OF EDMONDS BARBARA FAHEY
MAYOR
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 77.1-0220 FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works- Planning * Parks and Recreation a Engineering
May 10, 1996
Tom Rosling
PN&D
8 11 First Avenue, Suite 216
Seattle, Washington 98104
SUBJECT: Port of Edmonds Boat Storage Yard - Plan Check h04-65
Dear Tom,
It has been brought to our attention by the building official that an additional fire
hydrant and modification to the existing hydrant is required by the Fire Department.
Although the civil drawings were signed, we. ask that you resubmit your civil drawings
indicating the new hydrant and modifications to the existing fire hydrant.
If you have any questions, please call Gordy Hyde or Lyle Chrisman at 771-0220.
il
Sincerely,
;' t�� e , . q�A
James C. Walker, P.E.
City Engineer
JCW/alc/cmc
c: Sharon Nolan, Permit Coordinator
ROSLING.DOC
Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
MAYES
TESTING ENGINEERS, INC.
Steve Forsythe
Walsh Construction
657 North 34th Street
Seattle, wA 98103
PROJECT: Port of Edmonds Boat Yard
5-7-96
F? R*r-p- I V7,
�02 11
�NGNEC_ 19-96
Job #: 08796,
Contractor: Walsh Construction
Owner: Port of Edmonds
Engineer: PND
INSPECTION REETPORTS
On site to collect Proctor samples from the pre-existing fill on site., It is our understanding
that the on site fill was originally dredged -from the marina. Two Proctor samples were collected.
A gray gravelly sand and a brown gravelly sand were the predominate soils observed.
INSPECTOR: Wally Wagner
5-9-96
On site to conduct ia
_p ace density tests on previously placed and compacted fill in the
sidewalk area from 3+58 to 0+76 and in the concrete pavement area. Density tests were taken
at the sidewalk subgrade elevation or the pavement subgrade elevation (below crushed gravel
course). The pre-existing onsite fill conisted of either a gray gravelly sand, a brown gravelly
sand or a mixture of the two. All the density tests taken today eventually passed 95% ASTM:
D1557. Density test locations were measured from site survey stakes. See the enclosed 3 pages
of our Field Density Test Reports for density test information. Additionally, picked up a proctor
sample of the top course to be used on site. Source of top course sample was Associated -
Kenmore Pit.
All items inspected are in accordance with approved plans and specifications.
INSPECTOR: Wally Wagner
917 - 134th St. S.W., Suite A-1 - Everett, WA 98204 * (206) 742-9360 - FAX (206) 745-1737
0
0
�MAYES
TESTING ENGINEERS, INC.
917 134th St. S.W., Suite A-1 9 Everett, WA 98204
(206) 742-9360 - FAX (206) 745-1737
FIELD DENSITY TEST REPORT
Per ASTM D-2929
Project Qj��eAgcg,,4
Job No. Date
Page of 3
Permit No.
Inspector: el, -
Test No.
Location
Depth or
Elevation
Laboratffy
Maximum 0MC
Field
Dry Moisture Compac-
Soil 1�pe Description
co-c tc
(feet)
Dry Density %
Density Content % tion %
1- 6 3
y
CAR V&4oien
12-1,5
1,5
:3.,y
IV -Z 'OE 0 JVW 3-f2O
114,7
4g�- 11
11
10 'Al /'!A� oil- 6
11q, Y
Al, 2-
5
0 -<r"4
113-�4
A/.;Z
.,A/ -t-7'tll 0/-
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7
7
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/23,/
16, f
/00
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1171
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7'LV
122,9
S.5
/00
to
rs ic W sr4 :3; 4- s�3
jfAjak
12?,
61
/3 '5 4-
Specification Compaction & Material: Zg-�9-
ASTM D-1557 (MODIFIED PROCTOR)
0 ASTM D-698 (STANDARD PROCTOR)
Type and Number of earth moving units: dra'" 090ile-l-
Type and Number of compaction units:
Number of Passes - thickness of lift
Method of adding moisture: -&-Oknk
Remarks or Comments:
wlqe- f-r-owl -the- aveoz:?e eA� ;Z
In our opinion, fill generally meets specifications as indicated by test no's:
In our opinion, fill does not meet specifications as. indicated by test no's:
-L
and should be removed or reworked.
0 Fill test meets specifications
19/ Contractor Advised
0 Full time observation me observation
W� 002
0
-MAYES
TESTING ENGINEERS, INC.
917 134th St. S.W., Suite A-1 * Everett, WA 98204
(206) 742-9360 - FAX (206) 745-1737
FIELD DENSITY TEST REPORT
Per ASTM D-2922
Project
_aw "'V& 'd. 'A >/
Job No. Date 5' 7
Page of
Permit No.
Inspector:
Depth or
Laborat
- - MKI
Field
Test No.
Location
Elevation
Maximum 0MC
Dry Moisture Compac-
Soil T�ype Description
(feet)
Dry Density %
Density Content % tion %
12
16 'A/ :Z -k L-10
/'O'i'
5&u5�p1qWC
/ 2 --5r
/5. 2
5-...l
47-5
13
15',,V -t- 7 'W
12 A .5r
1,5
5,S
Y,
17_:57
ILI
-7 / VV 0 le H Sr'+
510
471?
15
47 -1-8,E a # 574'
14
4/,7
17 F
14;
1P.5 ,L- -7 a t�- 57;4 0 aa'
00,
17
eno,1
R e, he�L zz$;
564'6y/rz�
1, 5
115-2
q, 7
<7
1�
1.5 Y 'r- .0 14 '0 S r.4 6)
1? 7
7-0
A 57-4 2- 0
7.4
1349,7
5,
'7
2�
0 zoo
115:5
7,
475
6,141 F-114 - 4-' Z' r4
-r.4
Specification Compaction & Material:
ASTM D-1557 (MODIFIED PROCTOR)
ASTM D-698 (STANDARD PROCTOR)
T�pe and Number of earth moving units:
1�pe and Number of compaction units:
Number of Passes thickness of lift
Method of adding moisture:
Reqiarks or Comments:
W11"in our opinion, fill geneially meets specifications as indicated by test no's:
12- — 2-2-
In our opinion, fill does not meet specifications as indicated by test no's:
A. Y6) A�5 *0 'og!gr 9��Ir 17)
ao-should be removed or reworked.
V ill
r_-Fill test meets specifications
contractor Advised
0 Full time observation C3 Part time observation Wy.. C102
0
0
�MAYES
TESTING ENGINEERS, INC.
917 134th St. S.W., Suite A-1 * Everett, WA 98204
(206) 742-9360 - FAX (206) 745-1737
FIELD DENSITY TEST REPORT
Per ASTM D-2922
Project 90Q-1-
Job No. Date
Page 3 of
Permit No.
Inspector: lalla "4
'rest No.
Location
e oncrA-5#4e 31sufa W"Zeyl�
Depth or
Elevation
(feet)
Laboratory
Maximum ONIC
Dry Density %
Ei o�l d
Dry Moisture Compac-
Density Content % tion %
Soil Type Description
23
12 /1-5,
11?,Z'
-V, 41'
2-
10 0 5; 10'4� 46
70.
'77
2-,!;
L11A1 1-3 ',,c 014
5"?
7�5-
:Z,�-
q IAI 4 .5'7.-4 0-�-4?d
U1, 2-
6/ Z
[00
07
'/V -t /?"U) d'e F :5-r'+ to ";`-,150
12/15
1,5
1141-5
�5, 0
7 7
Ay lwel��e
z
Iq!f ak' :!;-r,4 --z +00
1 /7 17
'77
S31P T:�rA -
, �Pedlcation Compaction & Material:
21 ASTM D-1557 (MODIFIED PROCTOR)
0 ASTM D-698 (STANDARD PROCTOR)
Type and Number of earth moving units:
Type and Number of compaction units:
Number of Passes thickness of lift
Method of adding moisture:
Remarks or Comments:
In our opinion, fill generally meets specifications as indicated by test no's:
2-3 — zy
13 In our opinion, fill does not meet specifications as indicated by test no's:
,��ould be removed or reworked.
test meets specifications
;� "Contractor Advised
Full time observation Re"Part time observation m.-' LW
-MAYE
TESTING ENGINEERS, INC.
DATE: 5-14-96
CLIENT: Walsh Construction
PROJECT: Edmonds Boat Yard
PROJECT NO. 08796
LABORATORY NO. 2187
Report Status: Original 0
Amended 13
SAMPLE DESCRIPTION: One sample of Top Coarse from Associated S & G - Kenmore
TEST RESULTS
Sieve Analysis (ASTM 0361.
See -the attached Grain Size Analysis Curve for test results
-Z�'REVIEWED BY:
RESULTSMAY941REV.0
917 - 134th St. S.W., Suite A-1 * Everett, WA 98204 * (206) 742-9360 - FAX (206) 745-1737
Auk
BOSS & MAYES
TESTING ENGINEERS, INC.
-
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MOISTURE DENSITY RELATIONSHIP TEST
Client: Walsh Construction Date: 5-13-96
Project: Edmonds Boat Yard Project No: 08796
Test Method: ASTM D 1557 Method C Lab No. 2187
Wet Preparation 13 Dry Preparation 0 Hand Tamper Mechanical Tamper 0
Source of Sample: Associated S & G - Kenmore
Classification of Sample: 5/8" minus Sandy Crushed Gravel Test Results
Opt Water Content % 6.5
150 1. ............. I . . . I , . I . -- I
148
D
R
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146
D
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s
1 1414
T
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lbs
W 142
140
138
136
134
0
Max. Dry Density LbslfV
142.5
Specific Gravity
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Zero Voids Line Plotted @ 2.80 SpG
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Reviewed 4:
MAYES TESTING ENGINEERS
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138
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MOISTURE DENSITY RELATIONSI-HP TEST
= ?- = ry r7'71
MAY 2 o 199,6
E N G I N L Er'111[4 (.'
Client:— Walsh Construction Date: 5-9-96
Project: Edmonds Boat Yard Project No: 08796
Test Method: ASTM D 1557 Method C Lab No. 2184
Wet Preparation 13 Dry Preparation Hand Tamper Mechanical Tamper 13
Source of Sample: On -Site Marina Dredgings
Classification of Sample: Brown Gravelly Medium Sand Test Results
2 4 6 8 10
Water Content, % of Dry Wt.
?d0]ST'URE3/MAY94/REV.0
I Opt Water Content %
1 7.0 1
12 14 16 is
Reviewed By:
ly.
MAYES TESTING ENGINEERS
126
124
D
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122
D
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1 120
T
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lbs
W 118
116
114
112
110
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MOISTURE DENSITY RELATIONSHIP TEST
Tr r V I %/ re-_- D
MAY 2 0 1996
ENGiNLERINC-
Client:— Walsh Construction Date: 5-9-96
Proj ect: Edmonds Boat Yard Project No: 08796
Test Method: ASTM D 1557 Method C Lab No. 2183
Wet Preparation 13 Dry Preparation Hand Tamper Mechanical Tamper 13
Source of Sample: On -Site
Classification of Sample: Gray Gravelly Medium Coarse Sand Test Results
6 8 10 12 14
Water Content, % of Dry Wt.
MOISTURE3/MAY94/REV.0
Opt. Water Content %
9.5
Max. Dry Density Lbs/f?
121.5
I
Specific Gravity
37p G
16 18 20 22
Reviewed By:_f0,1_,
MAYES TES ENGINEERS
qq6- �Jj/qv
OF
E 0 M 0 N 0 S
336 ADMERAL WAY
EDMONDS, WASHINGTON 98020-7214
(206)774-0549
FAX (206) 774-7837
Mr.,John Bissell
community services Dept.
City of Edmonds
250 Fifth Ave N
Edmonds, WA 98020
Dear Mr.�Bissell:
This letter is in response to your
follow-up to my letter of April 23,
permit for the Port of Edmonds boat
also'a follow-up to a meeting with
1, 1996.
May 1, 1996 AF-vp
letter of April 30, 1996 and a
1996 concerning the building
workyard project. This is
you and Mr. Jeff Wilson on May
Because of the indeterminate criteria for marina parking, we
agreed to use the pre-Furbreeder project demolition standard as
the base to determine what, if any, parking impacts result from
the workyard project. I have enclosed a chart showing the
various categories of parking for four different time'periods;
before Furbreeder demolition, during workyard construction, after
workyard construction, and after stack storage and marine center
buildings construction in 1997. 'Please recognize that the
Commission has not made a final decision to construct either the
stack storage facility or the marine center buildings; however, I
have included these projects because the information related to
those two projects have been provided to'the City staff. The
Port will have its consultants prepare more significant and
detailed parking plans before we as ' k for a final building permit
on the stack storage facility. It is possible that the final
detailed parking plan will be somewhat different than the numbers
on the enclosure, which are the best assumptions available at
this time.
I have also enclosed a drawing of Port property showing most of
the parking spaces in the pre-Furbreeder building configuration.
I have excluded from my count those parking spaces that were used
by Furbreeder employees or could not be effectively utilized or
were inoperable because,of Furbreeder property boundaries.
Please note that in all categories of parking except autos with
trailers, there are increases overthe 1989 status. The auto,
with trailer category shows a decrease during construction;
however, our experience indicates that we still have enough
remaining parking spaces to handle the anticipated vehicles with
parking requirements if the salmon fishing seasons are approved
9 . 0
as anticipated. If the State approves a full salmon fishing
season for July, the Port may experience some constraints on
autos with trailer parking on weekends in July. After mid -July,
the workyard project should be completed and the current workyard
would be available for parking for automobiles and/or boats with
trailers, whichever need is greater.
In addition to.the increase in automobile parking, the Port has
tentatively committed to using autos with trailer spaces for
Anthony's and Edmonds Yacht Club parking after 12 noon each day.
We anticipate that this will provide for 20 to 40 additional auto
parking spaces, particularly if there is limited salmon fishing.
It should also be noted that we have not included on the list the
221 auto spaces in the north parking lot nor the 40 plus spaces
on Admiral Way north of the launcher access road.
Based upon the above and.enclosed information, I request that the
City issue the boat workyard building permit. After the workyard
permit is issued, Port staff and its consultants will work with
the City staff to ensure that the parking plan for stack storage
and other Port projects is fully coordinated with the City staff.
The Port will continue with its commitment to provide parking for
its patrons and significant numbers of the general public who
wish to visit the Port waterfront facilities. The Port is also
committed to providing Anthony's restaurant with adequate parking
and will be meeting with the president of Anthony's Restaurant
Incorporated on May 3, 1996 to resolve all parking and related
issues. If the permit cannot be issued by close of business May
2,1996, please contact me by close of business May 2, 1996 and
advise what additional information is required and the
appropriate format.
Sincere
T sk
William _ �*
Executive Di ec r
Enclosure
PARKING STATUS
WORKYARD PROJECT
EXCLUSIVE DUT�I
ttE�NG AFTER AFTER
E E
FURBREEDERS Q=REE E CONSTRUCTION CONSTRUCTION
1 1989 1996 1996 1997 .
Auto W/Trl
0
21
21
21
Auto 'w/Trl Hndcp
0
1
1
1
Auto
32
27
27
27
Auto - Hndcp
0
2
2
2
Admiral Way - Auto
8
16
16
16
Bulkhead - Auto
Auto Hndcp
12
'0
14
1
14
1
14
1
Launcher.- Auto
Entry Auto Hndcp
0
0
6
1
6
1
6
1
East Lot - Auto w/Trl
63
0
0
63
Mid -Marina - Auto
Au to Hndcp
47
2
47
2
47
2
47
2
Old Workyard - Auto
0
0
200
72
South Lot - Auto
Auto Hndcp
Auto w/Trl
Auto/trl Hndcp
193
3
38
1
193
3
38
1
193
3
38
1
171
3
38
1
Adj Building - Auto
Auto Hndcp
16
3
16
3
16
3
16
3'
Anthony's Auto
Auto Hndcp
5.5
1
55
1
55
1
55
1
Total Auto 363 374 574 424
Auto Hndcp 9 13 13 13
Auto w/Trl 101 59 59 122
Auto w/Trl Hndcp 1 2 2 2
(parking.tss, 5/1/96)
�C-s t . 189'
April 3 0, 1996
William Toskey
Port of Edmonds
336 Admiral Way
Edmonds, WA 98020
Dear Mr. Toskey:
CITY. OF EDMONDS
250 5TH AVENUE NORTH - EDMONDS, WA 98020 * (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works e Planning * Parks and Recreation 9 Engineering
BARBARA FAHEY
MAYOR
Thank you for your quick response to my letter of April 19, 1996. In your letter you raise several points which I will
try to respond to. Before we deal with the parking issue, which is the issue at hand, I feel that it is important to clear up
the permit processing issues. First, I am sorry that you were unable to obtain theletters or other information before
April 22. Unfortunately, the fax number that I received from you was incorrect. The number given was a fax number
for an unrelated organization. We had no way of knowing that you did not receive the faxed letter until that
organization contacted the City. At that point, the City receptionist contacted the Port receptionist and was given the
correct fax number, and the fax was sent promptly.
The next point that you raise is that the City has not been straightforward with you about when the permit would be
iss ued, and that you were given indications that the permit would be issued by April 22, 1996. The fact of the matter is
that you told both Sharon Nolan and me that you wanted the permit to be issued by April 22, 1996. In both cases you
were told that, due to you late permit submittal date, it would be very unlikely that your permit would be issued by that
date.
The final issue that you raised is that you have had many meetings with the City regarding the proposed boat yard. You
have stated that, during these meetings and hearings, the City did not express concern about'
parking as the proposed use
would not require parking, and the proposed use would not eliminate parking. However, you stated at those meetings
that temporary boat storage during construction of the boat yard would be located in the area north of the proposed boat
yard. That area is not currently used for parking.
You state on page two of your letter dated April 23, 1996, "except during construction, the work yard project does not
impact parking." By this statement we can only'conclude that parking will be impacted by this proposal, even if the
impact is only temporary, This is distinctly different information than was presented during any of the previous
hearings or meetings.
The parking code requires parking to be provided for all uses while the uses are occurring. As you stated,.parking will
be impacted during construction. Therefore, the information requested in my letter to you, dated April 19, 1996, must
be provided. To expidite your schedule, the requested information is repeated here: The Port must provide the City
with a Port wide parking plan, indicating how parking requirements are met for the existing uses and the proposed uses
on Port property.
Please call me at 771-0220 if you have any questions.
Sincerely,
Q--Io issL�11,AMP—.—
Associate Planner
C. Sharon Nolan, Permit Coordinator
Jeffrey S. Wilson, Planning Supervisor
Robert Chave, Planning Manager
Paul Mar, Community Services Director
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
OF
E D M 0 N D S
336 ADMIRAL WAY
EDMONDS, WASHINGTON 98020-7214
(206)774-0549
FAX (206) 774-7837
Mr. John Bissell
Community Services Dept.
City of Edmonds
250 Fifth Ave N -
Edmonds, WA 98020
Dear Mr. Bissell:
CITY CCIPY
April 23, 1996
JVtCt/Vf%. .
01? 2.5 -�4- 0
JUV4,% 199,6
460r.
This letter is in response to your letter of April 19, 1996 which
I attempted to receive on April 19th with a visit to your office
bu t was unable to do so until I visited the office again on
Monday April 22. 1 object to two significant aspects of your
letter: the manner in which I received the letter and the
requirement for a parking plan at this late date in the
permitting process for the boatyard.
We have.been corresponding with the.City for appropriate permits
on the workyard since September 1995. We have been intensely
involved in trying to achieve the appropriate permits since
January 1996 and had received a tentative indication that the
permits would be available on April 22. 1 believe that you were
aware that the Port was concerned about the timeliness of this
permit requirement and this was further amplified by my personal
visit to your office in an attempt to receive information on the
permit. I was given neither an oral nor a,written notice that
the permit would not be issued when I visited your office on
April 19. Further I was not provided a timely copy on April 22
until I again had to visit your office.
This manner of dealing with the Port is in contrast to the way
you handled the complaint. I understand the complainants visited
your office and gave you an oral complaint with no written
documentation or justification. Apparently, you accepted all the
information they presented as,a basis for taking action to deny
the Port its building permit. I believe that you should require
the same written correspondence from the complainant as you
require from the applicant, or.if you are going to receive oral
complaints that your should allow the applicant, the Port, to
respond orally in order to reduce the time impacts.
I do not believe that there is any real linkage between Anthony's
parking requirements and the Port's workyard project. Using your
criteria, Anthony's requires approximately 105 parking spaces.
our calculations indicate that there are over 140 spaces
available to Anthony's restaurant exclusive of the workyard
project and yellow marked permit parking. There are also six
handicapped spaces in this area. I understand that the UBC
requirement is 800 feet where the Port has over 300 available
parking and handicapped spaces. The Port has provided sufficient
parking for Anthony's restaurant and other Port uses in
accordance with established City criteria. Except during
construction, the workyard project does not impact parking.
After construction, there will be an additional 200 spaces
available in the current workyard.
You statt--ed in your'let-ter that the City has no evidence that the
Port can meet minimum parking requirements. I would like copies
of the written evidence submitted by the complainant that the
Port does not meet written requirements. The Port has gone
through two public hearing processes on this project without any
parking questions by either the public or the City staff. We are
only moving an existing function.
You requested we schedule a meeting, I am prepared to meet with
you or any other member of the City staff to help resolve this
and all related issues. However, I have already met with City
staff on several occasions concerning this specific project and
there was no mention of a parking plan requirement. For your
information, we will not request issuance of Marine Cener
Buildings permit until the Workyard project is complete and you
have the complete parking plan.
The Port does intend to fully address parking for our next
project Dry Stack storage - because it impacts parking, we
will provide a comprehensive parking plan.
I request that you release the permit for the workyard so that we
may proceed expeditiously with this project. This will allow us
to complete the project in a timely manner and minimize
construction activities during the peak usage - July and August
time frame. 'If you will not release the permit, I request a
prompt meeting that will identify all of the requirements that
the Port must accomplish prior to the permit -being issued.
sincer
Will M Tos y
Executive Dire tor
LIST OF KEY CORRESPONDENCE
RELATED TO WORKYARD PROJECT
SEP
27
Critical areas checklist
SEP
27
Letter to Jeff Wilson, waiver requirement for h
iz
relocating to workyard
NOV
8
Waiver request for shoreline permit
NOV
15
Combined shoreline permit letter
NOV
13
City letter
NOV
22
Meeting with city
NOV
27
Letter to city accepting delay of permits to mid -Feb
DEC
11
City letter to PND with engineering comments
DEC
15
City letter with more requirements on permits
JAN
3
Hearing date set March 7 by Jeff Wilson - shoreline
FEB
23
Revised copy of notice for March 7 shoreline hearing
FEB
29
City'letter with comments on shoreline permit
MAR
8
Shoreline decision issued by the hearing examiner
MAR
22
Notice of ADB hearing on April 3
APR
8
Notice of results of ADB hearing and notice that appeal
period ends on April 22
APR
16
City -note to PND with'request for three more items
including employee parking
APR
17
Pept. of Ecology letter stating that shoreline appeal
period was over on April 16, 1996
(4/23/96, city.tss)
-0�'s t . 18 9 ,
April 19,1996
CITY OF EDMONDS
250 5TH AVENUE NORTH 0 EDMONDS, WA 98020 0 (206) 771-0220 - FAX (266) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning o Parks and Recreation o Engineering
William Tosky
Port of Edmonds
336 Admiral Way
Edmonds, WA 98020
Mr. Tosky:
BARBARA FAHEY
MAYOR
It has come to our attention that the Port has reduced the amount of.parking available for Anthony's
Restaurant by temporarily storing boats in a parking area designated for Anthony's use on the east side of
Admiral Way. Further review has revealed that some of the parking designated for Anthony's by permit in
1989 (ADB-126-89) to the north of the restaurant has been striped yellow for permit use, and day time
marina use. Additionally, parking area desigxiated for Anthony's use by the same permit to the south of the
restaurant has been restriped for trailer use.
The Edmonds Community Development Code required Anthony's Restaurant to provide 20 parking stalls
for the first 4000 square feet of gross floor area plus I stall per 100 square feet of gross floor area greater
than 4000 square feet. This parking must be provided within 300 feet of the restaurant. In 1989 when
permits were processed for the expansion of Anthony's Restaurant the Port showed how the parking
requirement was met. With the temporary boat storage, yellow striping of Anthony's parking stalls,
installation of trailer parking, addition of new boat storage facilities, and new office buildings, the, City. has
no evidence that the existing or proposed uses will meet the minimum parking requirements.
M;&rty. Since the new office
R
not be issued for either of these
proposals until the parking issue is resolved.
Please submit the required parking information to both Sharon Nolan, Building Permit Coordinator, and
me, John Bissell, Associate Planner. it may be helpful for both you and the City Staff if we schedule a
meeting with you, your consultants and City Staff to discuss exactly what you need to do to comply with
City requirements. You. may contact meat 771-0220.
Sincerely,
John Bissell, AICP
Associate Planner
C. Sharon Nolan, Permit Coordinator
Jeffrey S. WilsonY Planning Supervisor
Robert Chave, Planning Manager
Paul Mar, Community Services Director
Tom Rosling, PND
0 Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
'C"s t . 18 () \3
April 19, 1996
CITY OF EDMONDS
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning o Parks and Recreation * Engineering
Tom Rosling
PND
811 1 stAve, STE 260
Seattle, WA 98104
Dear Mr. Rosling:
BARBARA FAHEY
MAYOR
AP,� 9
1396
The City has received a building permit application for a proposed boat storage yard. This permit shows a
proposed new eight (8) foot tall tence. ECDC Section 17.30.000(C) states "Unless a variance is first
obtained, no fence or hedge shall be more than six feet in height as measured from the top of the fence to
the lowest original grade." Since you are proposing a fence over six (6) feet tall, a variance must obtained
prior to the application for a building permit.
Additionally, I have sent a letter to Bill Tosky under separate cover explaining the concerns of the Planning
Division regarding parking. That letter explains that you must provide a complete parking lot plan for the
entire port property before the City can issue either this permit, or other permits which might require
parking spaces. Please refer to that letter for additional information regarding the parking concerns. The
referenced letter is attached for your convenience.
Due to these concerns, the permit application for boat yard construction isnot a complete application. No
further permit processing can occur until the permit is complete. To make the building permit application
complete, you must either modify your plan to eliminate the need for a variance, or you must obtain an
approved variance for fence height. At the time you obtain 6 variance, or modify you plan to eliminate the
need for a variance, the permit application will be complete. However, no permits can be issued until all
plans clearly indicate that the project is in compliance with City and'State Laws pertaining to the
development. nis includes clearly showing how your project meets the parking requirements of the City
of Edmonds as indicated above.
If you have any questions about this issue, please do not hesitate to contact me at 771-0220.
Sincerely,
John Bissell
att.
C. William Tosky, Port of Edmonds
Sharon Nolan, Permit Coordinator./
Jeffrey S. Wilson, Planning Supervisor
Robert Chave Planning Manger
Paul Mar, Community Services Director
9 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
4C!' S t 18 9 \-)
CITY OF EDMONDS
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning e Parks and Recreation o Engineering
BARBARA FAHEY
MAYOR
April23,1996 Mailed 4/23/96
Tom Rosling
Peratrovich, Nottingham & Drage, Inc.
811 First Avenue, #260
Seattle, WA 98104 14�K-
Subject: Proposed Boatyard Relocation for Port of Edmonds (AD13-95-1 "3
Tom:
The Engineering Division has completed additional review of the subject site
plans based upon the resubmittals received on April 16 and April 21, 1996.
Changes need to be made to the following sheets prior to construction approval
for the civil,site work:
Sheet 1 of 6
1 New driveways proposed on both sides of Admiral Way must be designed in
accordance with the attached detail. A copy of the detail is to be included in
the plans.
2. Designated parking area will be painted in white on the pavement on Admiral
Way. Curbs are to be painted yellow, as indicated, where parking will not be
allowed..due to. proximity to curb cuts.
3. There is a discrepancy with Sheet 4A/6 regarding spacing of the landscaping
curb cut outs.
4. Indicate 2% slope on sidewalk.
Sheet 2 of 6
1. Note that curbs Eind autte are to be removed.
Sheet 4A of 6
1 . New driveways proposed on both sides of Admiral Way must be designed in
accordance with the attached detail. A copy of the detail is to be included in
the plans.
2. There is a discrepancy with Sheet 1/6 regarding spacing of the landscaping
curb cut outs.
* Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
En
Tom Rosling
Peratrovich, Nottingham & Drage, Inc.
Page 2
April 23, 1996
1
3. Show where curbs will be painted yellow to designate "no parking" on each
side of driveway ten feet on each side of the curb return.
4. Curbs are not to be painted white as indicated onarrow.
After completing the revisions, submit one complete set of civil site plans,
together with the enclosed red -lined sheets, so that the Engineering Division can
complete its review. The. construction cost estimate that the City received on
April 16 will. be adbquate to calculate review fees.
If there are any other questions, do not hesitate to contact me at 771-0220,
extension 325.
Sincerely,
G don C. yde
E a
OVE
gineeringg Coordinator
Enclosures
c: Sharon Nolan, Permit Coordinator
a C�V_
WalWer
P95183C.DOC
0")
MEMORANDUM
DATE: 4/23/96
TO: Engineering, Planning, Building
FROM: Sharon Nolan
SUBJECT: NEW ADDRESS FOR PORT BOAT YARD PROJECT (4Z"
The ' address assigned to this project - 319 Admiral Way - has been changed to
445 Admiral Way.
Please make sure you change your records.
Thanks
I-
BOATADRS.DOC
;� , 2 70
6 7
jq�
i 6
TO:
FROM:
MEMORANDUM
March 19, 1996
John Bissell, Associate Planner
Gordy Hyde, Engineering
Coordinator
SUBJECT: Commen'ts on April 3,1996 ADB agenda items from February
15 CQRC meetin
The following comments apply to the submittals:
-'�D' B-95-031 - Earlier comments apply. Applicant needs to provide dimension for outside parking
stalls.
Earlier comments apply.
,--�'ADB-95-082 - The Engineering Division will not be responsible for errors incurred as a result of
incomplete application packages submitted and accepted for final ADI3 approval,
This project was incomplete at the time of preliminary review, and no plans have
been submitted for final review.
ADB-96-003 - Additional requirements may be placed upon complete application submitted for
final review. Stormwater amendments that will comply with Ordinance 3013 will be
required. A site plan that has been stamped by a Professional Engineer will be
required to be submitted and approved by the City Engineer prior to construction.
Private parking stalls located on public right-of-way are not approved. Access drive
to underground parking is required to be 24 feet wide. Frontage improvements to
meet City standards will be required across the entire property frontage of both
238th St. S.W. and 84th Ave. W. The approach to underground parking will not be
allowed to exceed 12%. As shown, it is approximately 13.5%.
ADB-96-033 - It does not appear that this property can be developed as proposed and meet
necessary requirements for access and parking.
ADB-96-034 - Required parking on this site can be attained, however the drive aisle may need to
be designated as one way, or parking may need to be provided in a different
location.
ADB-96-029 - Parking lot dimensions need to be provi ded.
The Engineering Division has no comments on the other submittals
MAR96.DOC
890 o9
CITY - OF EDMONDS LAURA M. HALL
MAYOR
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning o Parks and Recreation. e Engineering
December 11, 1995
Mdiled 12/11/95
Peratrovich, Nottingham & Drage, Inc.
811 First Avenue, #260
Seattle, WA 98104
Subject: Preliminary Submittal for Proposed Boat Yard Relocation
for Port of Edmonds (ADB-95-183)
To whom it may concern:
The Engineering Division has completed preliminary review of the subject site plans.
The following comments/corrections apply.
1. Revise trench patch. detail as noted.
2. Parking should be allowed along the frontage of Admiral Way. Curbs are to be
painted yellow, as indicated, where parking will not be allowed due to proximity to
curb.cuts. However, white pavement markings should be used to delineate legal
parking.
3. All landscaping areas should be separated from parking areas with painted yellow
extruded curb, stenciled "No Parking".
4. Minimum drive aisle width is 24 feet.
5. Seven foot wide concrete sidewalks are required in this zone.
6. High traffic load driveway is required at south end of project.
7. Provide sequence of construction notes.
8. Required landscape plantings must be located on private property.
Because this is a preliminary submittal, the Engineering Division reserves the right to
require additional revisions after submittal of completed civil plan. Submit four (4)
sets of the plans, together with the enclosed red -lined sheets, so that the
Engineering Division can complete its review. For bonding purposes and to enable
calculation of review fees, please be prepared to submit a construction cost estimate
for all engineered site improvements. This estimate will be based upon the final
plans which are approved by the City Engineer.
PT'95183.DOC
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
Peratrovich, Nottingham & Drage, Inc.
December 11, 1995
Page 2
If there are any other questions, do not hesitate to contact me at 771-0220,
extension 325.
Sincerely,
ordon C. Hyde
Engineering Coordinator
GCH/sf
Enclosure
c: Sharon Nolan, Permit Coordinator
A tv
WalkVr
PT95183.DOC
0 -0
TO:
FROM:
MEMORANDUM
November 17,1995
John Bissell, Associate Planner
Gordy Hyde, Engineering Coordinator
SUBJECT: December 6,1995, ADB agenda items from November 17 CDRQ
meeting
The following comments apply to the submittals:
ADB-92-239 Earlier comments apply. The project must comply with the City of
Edmonds Stormwater Ordinance #3013. Provision must be made
for stormwater quality enhancements. Provision must be made to
restrict eastbound access on south side of building to discourage
travel against one-way traffic.
ADB-95-105 High traffic load driveways must be constructed at all access points
to public right-of-way. Sidewalks and curbs and gutters will be
inspected by the City Engineer. Remove and replace as directed.
Parking on 216th to re -signed, and repainted a - s necessary.
Easterly access to 212th St. S.W. must be increased to a minimum
of 24 feet of ' width, or made one way and reduced to a maximum of
14 feet wide and made right out only. Bus shelter on 212th to be
.relocated.. Provide water plan. Curb throat west of loading dock
should be reduced in width to discourage vehicular access to one-
way driveway. Access to 76th Ave. W. should be restricted to right
in, right out only. Provide proposed grades on driveway centerline.
Provide worst case parking stall detail. Parking areas and
-landscaping areas are to be separated by extruded concrete curbs.
Curbs in all no parking areas to be painted yellow and stenciled "no
parking" or painted red and designated as "fire zone." The
Engineering Division reserves the right to make more detailed and
complete comments on detailed civil engineered site plans as part
of the building permit review process.
ADB-95-133 High traffic load driveways will be required at southerly parking lot
access points to public right-of-way. Applicant will be required to
restripe and sign parking areas on Admiral Way based upon revised
curb cut locations. Code requires seven to ten foot wide sidewalks
in this zone. Existing curbs and sidewalks will be inspectefty the
Engineering staff. Remove and replace as required. Parking lot
drive aisle width is to be a minimum of 24 feet wide for two way
DEC95.DOC
traffic. Applicant will be required to comply with Edmonds
Ordinance #3013 for storm drainage requirements. Parking areas
and landscaping areas are to be separated by extruded concrete
curbs. Curbs in all no parking areas to be painted yellow and
stenciled uno parking" or painted red and designated as "fire zone."
The Engineering Division reserves the right to make more detailed
and complete comments on detailed civil engineered site plans as
part of the building permit review process.
i h traffic load driveways will be required at access points to public
right-of-way. Applicant will be required to restripe and sign Parking
areas on Admiral Way based upon revised curb cut locations. Code
WIT requires seven to ten foot wide sidewalks in this zone. Existing
curbs and sidewalks will be inspected by the Engineering staff.
Remove and replace as required. Parking lot drive aisle width is to
be a minimum of 24 feet wide for two way traffic. Applicant will be
required to comply with Edmonds Ordinance #3013 for storm
drainage requirements. Parking areas and landscaping areas are to
be separated by extruded concrete curbs. Curbs in all no parking
areas to be painted yellow and stenciled "no parking" or painted red
and designated as "fire zone." The Engineering Division reserves
the right to make more detailed and complete comments on detailed
civil engineered site plans as part of the- building permit review
process.
ADB-95-187 Code requires seven to ten foot wide sidewalks in this zone.
Parking lot drive aisle width is to be a minimum of 24 feet wide
between curbs. Applicant will be required to comply with Edmonds
Ordinance #3013 for storm drainage requirements. Parking areas
and landscaping areas are to be separated by extruded concrete
curbs. Curbs in all no parking areas to be painted yellow and
stenciled "no parking" or painted red and designated as "fire zone."
The Engineering Division reserves the right to make more detailed
and complete comments on detailed civil engineered site plans as
part of the building permit review process.
The Engineering Division has no comments on the remaining proposals.
DEMMOC
REID, MIDDLET r
& ASSOCIATES,
Engineers e Surveyors* Planners
19031-33rd Avenue West, Suite 301
LYNNWOOD, WASHINGTON 98036
(206) 775-3434
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0 Shop drawings 0 Prints ePlans 0 Samples 0 Specifications
0 Copy of letter 0 Change order 0
COPIEJ_
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THESE ARE TRANSMITTED as checked below:
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Approved as submitted
El Resubmit —copies for approval
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0 Submit —copies for distribution
0 As requested
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PRINTS RETURNED AFTER LOAN TO US
REMARKS 5KIE-M-114 7eC(t�WMI
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GUY ANCHOR
0
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CATCH INLET
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PROPERTY LINE
0
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SPRINKLER CONTROL VALVE
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WATER METER
M
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WATER VALVE
SIGN
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FIRE HYDRANT
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BOAT LOFT SUPPORT POST
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REMOVE HOSE BIBBS,
OUTLETS, -PIPING &
CONDUITS TO GRADE, TYP. 0
0
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NEW FIRE!
ST
N R R S FD AR I H EY WDR A Nf T! q&
L-/ I V I I I L--.�' V V f--\ I
TRAFFIC SIGNS
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0 5 10 20 40 60 FT.
SSMH SANITARY SEWER MANHOLE
MONUMENT
P.K. NAIL
REBAR AND CAP
TJB TELEPHONE JUNCTION BOX
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
(TYP) TYPICAL
WM WATER METER
I
0
0 Q!f
0
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REMOVE PENCE I PENCE REMAINS
CAUTION,
CALL BEFORE YOU DIG
1-800-424-5555
Designed: TR
Drawn: KLIDRH
Chocked:
IF THIS DRAWING IS NOT 24 x 36 Project Nc95427.05
IT IS A REDUCED PRINT
Peratrovich, Nottingham & Drage, Inc. (PN&D) Is not responsible for safety programs,
methods, procedures of operation, or the construction of the design shown on th FDa'o;rAPRIL. '06
ose
drawings. Drawings are for use on this pro*t only and are not intended for reuse
without written approval from PN&D. Drawings are also not to be used In any manner scale- NOTED —
that would constitute a detriment directly or Indirectly to Peratrovich, Nottingham
Drage, Inc.
6' CHA�N LINK
U.S.C.&G.S, MONUMENT
BM#5 1966 (BRASS
CAP IN TOP OF CURB
A ADD FIRE HYDRANT- 5/13/96 ep ?
T
APPROVED FOR
CONSTRUCTION
DATEN
M 1A LIM
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PORT OF EDMONDS
PO,ATYAVD
rp7Z�eratrovich, Nottingham & Drage, Inc.
J�e
Engineering Consultants
Y<�Jll 8.11 First Avenue Suite 260
Seattle, WashIngion, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
DEMOLITION PLAN
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Designed: TR
Drawn: KDLIDRH
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NOTE:
ELECTRICAL CONDUITS SHOWN Project No95427,05
SCHEMATICALLY. SEE ELECTRICAL
DRAWINGS FOR DETAILS, TYP,
Peratrovich, Nottingham.& Drage, Inc. (PN&D) Is not responsible for safety programs. Date. APRIL 196
methods, procedures of operation, or the construction of the design shown on these
drawings. Drawings are for use on this project only and are not intended for reuse
without written approval from PN&D. Drawings are also not to be used In any manner scale: NOTED
that would constitute a detriment directly or Indirectly to Peratrovich, Nottingham
Drage, Inc.
ASPHALT OR CONCRETE
PAVEMENT
CRUSHED SURFACING TOP
COURSE COMPACTED TO
95% MAX. DENSITY PER
ASTM D1557
2110 WATER
ELECTRICAL CONDUITS
COMPACTED BEDDING
MATERIAL
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B 0 A T Y
�era�trq�viq�h��qt�tin �h;��m&�D�ra �e �Inq.
Engineering Consultants
811 First Avenue Suite .260
Seattle, Washingion, 98104
PH: 1206) 624-1387 FAX: (206) 624-1388
DRAINAGE /UTILITY PLAN
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PeratrovIch, Nottingham & Drags, Inc. (PN&D) Is not responsible for safety programs,
methods, procedures of operation, or the construction of the design shown on these Date: APRIL 196 shoot
z"i E C T I 0 N A - A van"WVEMENT %1dI113'hECT1Ujw"N drawings. Drawings are for use on this rot-t onl 4 cre 6 t-4 A A S__ A % I Ik I IL I
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without written approval from PN&D. Drawings ore also not to be used in any manner
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Drags, Inc. .
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DeeIgned: KDL -
Drawn: KDL/DRH
Checked
Project Nc95427 05
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Peratrovich, Nottingham & Drage, Inc. (PN&D) Is not responsible for safety programs,
methods, procedures of operation, or the construction of the design shown an these Date: APRIL 196
drawings. Drawings are for use on this project only and are not intended for reuse -
without written approval from PNAD. Drawings are also not to be used In any manner scale.
that would constitute a detriment directly or Indirectly to Peratrovich, Nottingham &
Drage, Inc.
CONNECT DRAIN FROM
WASHDOWN SLAB TO
EXISTING CATCH BASIN
-
i
CONSTRUCTION �i
:
I
i
DATE@ q a ) . I IC/C I
0,4_ P, V r '4'0. - i
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- Iq -1 i
� ITY ENGINEER ___ -
_1�1013T OF EDMONDS
L
rp., - Peratrovich. Nnffing'-p- " - -
Engineering Consultants
<<� �11 811 First Avenue Suite 260
Seattle, Washingion, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
__ - ______
I
MISC. DETAILS
_____ ___ __
____ _ _
Sheet _"�
5 of 6
.)
il
t
GENERA - NOTES
All materials not specifically noted will be submitted for approval.
Any discrepances found among the drawings. specifications. site
conditions and these notes shall be reported to the engineer Immediately
Any further work done by the contractor after finding such
discrepancies shall be done at his own risk.
In the event there is a conflict between codes. notes, and specifications,
the following priority will be followed,
1) These notes 2)Local codes 3)AII other codes
1.
All work shall conform to applicable federal. state. and local codes.
ordinances and regulations, including necessary permits and
Inspections required by the governing authorities.
2.
The contractor shall replace at no expense to the Port of Edmonds
any structures. pavement. curbs. or other items designated to remain that
are damaged during removal operations.
3.
A sawcut shall be made between any existing pavement, sidewalk, or
curb that is designated to remain and the portion to be removed.
4.
The abbreviation wsdot refers to the standard plans and drawings of
the Washington State Department of Transportation Clcfq4 edition)
5.
Protect and maintain utilities and structures crossed by or adjacent to
the work area. Damage shall be repaired to like new condition.
G.
Utllltes are shown from the best available records. They are not
guarenteed to be complete or accurate. The contractor shall field verify
for conflicting utilities and existing pipe invert elevations at all points
of connection before beginning any new construction. Notify the Engineer
of any discrepancies.
7.
The contractor shall be responsible for cleaning rind fluching new storm
drains prior to acceptance by the ownere and approval by the City of
Edmonds.
8.
Coordinates or Dlmen5lons given are ofr either Face of curb or center of structure
APPLICABLE CODES
Uniform Building Code
National Electrical Code
Uniform Mechanical Code
Uniform Plumbing Code
A5TM 5pecifications
American Water Works Association
Asphalt Paving A5soclatlon of Washington
W5DOT 5peclflcatlons
5HOP DRAWING5 AND 5UI3M1TTAL5
The contractor shall review. stamp with his approval. date and sign all
shop drawings required by the contract documents prior to submittal to
the Engineer. At the time of submission. the contractor shall Inform the
Engineer In writing of an deviation in the shop drawings from the requirements of
the contract documents. Submittals are required but not limited to for the following,
Pavement mix design
Concrete Pavement joint design
Fence and Gate details
All embankment gradations
Independent testers compaction compliance report
Tack Coats Emulsified asphalt; A5TM D q77.
Herbicide Treatments Commercial chemical for weed control. registered by
Environmental Protection Agency. Provide granular. liquid. or wettable powder
form.
SURFACE PREPARATION
General, Remove loose material from compacted subbase surface immediately before
applying herbicide treatment or prime coat.
Proof -roll prepared subbase surface to check for unstable areas and areas
requiring additional compaction.
Notify Engineer of unsatisfactory conditions. Do not begin paving work until
deficient subbase areas have been corrected and are, ready to receive paving.
Herbicide Treatment, Apply chemical weed control agent in strict compliance with
manufacturer's recommended dosages and application Instructions. Apply to
compacted, dry subbase prior to application of prime coat.
Tack Coat: Apply to contact surfaces of previously constructed asphalt or
Portland cement concrete and surfaces abutting or projecting Into hot -mixed
asphalt pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of
surf -ace.
Allow to dry until at proper condition to receive paving.
PLACING MIX
General- Place- hot -mixed asphalt mixture on prepared surface, spread, and strike
off. Spread mixture at minimum temperature of 225 deg F C107 deg C). Place,
areas Inaccessible to equipment by hand. Place each course to required grade,
cro5s-sectlon, and compacted thickness.
Paver Placing, Place In strips not less than 10 feet wide, unless otherwise
-acceptable to Engineer. After first strip has been placed and rolled. place
succeeding strips and extend rolling to overlap previous strips. Complete base
course for a section before placing surface course.
Immediately correct surface irregularities In finish course. behind paver. Remove
excess material forming high 5pot5 with shovel or lute.
Joints- Make joints between old and new pavements, or between successive days'
work, to ensure continuous bond between adjoining work. Construct joints to have
same, texture. clen5ity. and smoothne5s as other sections of hot -mixed asphalt
course. Clean contact surfaces and apply tack coat.
Thickness, In -place compacted thickness Ctested in accordance with A5TM 0 354q)
will not be acceptable If exceedIng following allowable variations -
Base Course, Plus or minus 1/2 inch.
Surface Course, Plus or minus 1/4 inch.
Test finished surface of each hot -mixed asphalt course for
smoothne5s. using 10-foot straightedge applied parallel with and at right angles
to centerline of paved area. Surfaces will not be acceptable If exceeding the
following tolerances for smoothness,
Base Course Surfaces 1/4 Inch.
Wearing Course Surface-- 3/1G, Inch.
Valleyed Surfaces: Test with crowned template centered and at right angle
to valley. Maximum allowable variance from template 15 1/4 inch.
STORM SEWERAGE
PROJECT CONDITIONS
Site Information' Perform site survey. research public utility records.
and verify existing utility locations. Verify that storm sewerage system
piping may be Installed in compliance with original design and referenced
standards. Coordinate with other utility work.
CONCRETE PAVEMENT
PIPE AND FITTINGS
Ductile -Iron Pressure Pipe, AWWA C151. Class 52, for push -on joints.
Pavement design Is based on recommendations contnined in
geotechnical report by Landau and Associates dated 5eptember 7. 19q5.
I
Linings AWWA C104. as-phaltic material seal coat. minimum 1-mil thick.
Refer to report for additional information and recommendations.
Gaskets* AWWA C111. rubber.
Ductile -Iron and Cast-iron Pipe FIttingst AWWA C110. ductile -iron
Place pavement only on undisturbed base or structural fill compacted
or- cast -Iron. or AWWA C153. ductile -iron compact fittings.
In G' lifts to a minimum of q5% of the modified Proctor. (A5TM D 1557)
Lining, AWWA C104. a5phaltic material real coat. minimum I
Remove organics and proof roll.
mil thick.
Test surface for smoothness using a 10-foot 5trnightedge.
Ductile -Iron Pipe Encasement: AWWA C,105. polyethylene film tube.
Surfaces will not be ncr-eptable, If exceeding 3/1G inch in 10 feet.
PVG CPolyvinyl Chloride) Sewer Pipe and Fittings, ASTM D 3034. 5DR 35.
for solvent cement or el-astomeric. gasket joints.
All concrete shall contain air entrainment as per ACI table 4.1.1.
Solvent Cements A5TM D 25G4.
Calcium chloride shall not be used.
Gaskets, ASTM F 477. elastomeric 5eal.
Concrete shall be standard weight Portland cement appropriately proportioned
to meet or exceed the following minimum requirements for strength and serviceabilityi
OIL/WATER SEPARATOR
Minimum 28 day strength = 5000 P51
Type, GGO-CPS by Utility Vault or approved.
Minimum cement content = 5.5 5ACK/CY
Maximum water/cement ratio = 42Z
Minimum entrained air 4 to 7 percent
Curb Inlets- Precast concrete. brick. or other materials. of dimensions
conforming to W5DOT Type. 1.
All reinforcing bars shall meet A5TM A G15. grade GO unless otherwiase noted.
All concrete reinforcing shall be detailed, fabricated. labeled. 5vpported.
'secured
Ole-aningi Clear interior of piping and structures of dirt and other
and spaced In forms and In place In accordance with the latest editions
superfluous material as work progresses. Maintain swab or drag in piping
of AGI 318 and AGI 315. Where required, dowels shall match size and number of main rein IF orc Ing.
and
.
pull past each joint as It Is completed.
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Portland cement shall conform to A5TM C 150 Cor A5TM C 5q5 for blended portIcnd cements).
Maximum aggregate size shall be 1' Cinch). All Aggregate shall be normal weight material
conforming to A5TM C33.
HOT -MIXED ASPHALT PAVING
SITE CONDITIONS
Weather LimItationst Apply prime and tack coats when ambient temperature I s
above 50 deg F C10 deg C) and when temperature has not been below 35 deg F Cl deg
C) for 12 hours Immediately prior to application. Do not apply when bri5e is wet
or contains an excess of mol5ture.
Construct hot -mixed asphalt surface course when atmospheric temperature is above
40 deg F C4 deg 0) and when base is dry. Base course may be placed when air
temperature is above 30 deg F CmInu5 1 deg C) and rising.
Grade Controls Establish and maintain required lines and elevations.
MATERIALS
General, Use locally available materials and gradations thnt exhibit ;a
satisfactory record of previous installations.
Coarse Aggregates Sound. angular crushed stone. crushed gravel. or property
cured crushed blast furnace slag. complying with A5TM D Gc12-8B.
Fine Aggregates 5harp-edged natural sand or sand prepared from stone. properly
cured blast furnace slag. gravel. or combinations thereof. complying with ASTM D
1073.
Mineral Fillert Rock or slag dust. hydraulic cement. or other inert material
complying with A5TM D 242.
Asphalt Cement, A5TM 0 3381 for viscosity -graded tricteriml; A5TM D q4G for
penetration -graded material.
PORTLAND CEMENT CONCRETE PAVING
Welded Wire Mesh, Welded plain cold -drawn steel wire fabric. A5TM A 185.
Reinforc,ing Bars, Deformed steel bars, ASTM A G15. Grade GO.
Joint Dowel Bars, Plain steel bars, A5TM A G15. Grade GO. Out bars true to
Expansion Joint Materials: Comply with requirements of ASTM D 2240 and D G7G
Liquid -Membrane Forming and Sealing Curing Comp6und: Comply with A5TM C, 30q.
Type 1. Class A unless other type acceptable to Engineer. Moisture loss no more
than 0.055 gr./sq. cm. when applied at 200 sq. ft./gal.
Bonding Compound: Polyvinyl acetate or acrylic base. rewettable type.
Top of forms not more than 1/8 inch in 10 feet.
Vertical face on longitudinal axis. not more than 1/4 Inch In 10 feet.
Use bonding agent at locations where fresh concrete is placed -against hardened
or partially hardened concrete surfaces.
On Inclined slab surfaces. provide a coarse, non -slip finish by
scorIng surfnce with a 5tIff-bristled broom. perpendicular to line
of traffic.
Sweep concrete pavement and wash free of stains. discoloratlons. dirt. and other
foreign material just before final inspection.
CHAIN LINK FENCES AND GATES
FABRIC
Fabric 72 Inches
high and over
shall be 3-1/2' Inches by 5 inches mesh woven
from q ga/ wire
Co.148 inch din-)
with 1.2 oz. zinc
coating per square foot.
Top selvage of fabric shall be
twisted and bottom
selvage shall be knuckled.
Redwood -stained.
spruce slats
CapproxImately 5/IG
Inch thick by 2-3/8 inch
wide x 72 inches
long) shall be
vertically inserted and securely attached to
the wire mesh with stainless steel
staples.
FRAMING
Strength requirements for posts and ralls conforming to ASTM F GGq.
PIPe shall be straight. true
to section.
material.
and
sizes
specified.
Steel Framework. General:
Posts, rails.
braces.
and
gate
frames.
Type I Pipes Hot-dfpped galvanized steel pipe conforming to A5TM F 101133.
plain ends, standard weight Cschedule 40) with not less than 1.8 oz. zinc
per sq. ft. of surface area coated.
Over G feet: 2.B75-inch OD Type I or 11 steel pipe. 2.50 -inch -square steel
tubing weighing 5.10 lbs. per lin. ft., or 3.5-Inch by 3.5-Inch roll -formed
sections weighing 4.B5 lbs. per lin. ft.
Gate Posts, Furnish posts for supporting single gate leaf. or one leaf of a
double gate installation. for nominal gate widths as follows:
Top Rails Manufacturer's longest lengths. with expansion -type couplings,
approximately G inches long, for each joint. Provide means for attaching top
1:,rall securely to each gate corner. pull. and end post.
Galvanized Steel, 1-1/4-Inch NP5 C1.GG-Inch OD) Type I or 11 steel pipe
or 1.G25-Inch by 1.25-inch roll -formed 0 sections weighing 1.35 lb. per ft.
FITTINGS AND ACCESSORIES
Material: Comply with A5TM F G2G. Mill -finished aluminum or galvanized Iron or
steel. to suit manufacturer's standards.
Zinc Coatings Unless specified otherwise. galvanize steel fence fittings
and accessories in accordance with A5TM A 153. with zinc weights per Table 1.
Tension Wires 0.177-inch-diameter metallic -coated steel marcelled tension wire
conforming to A5TM A 524 with finish to match fabric.
Type 11 Zinc Coated In following classi
Glass 3. with a minimum coating weight of 2.0 oz. per sq. f t. of
uncoated wire surface.
Post and Line Caps: Provide weathertight closure cap for each post. Provide
line post caps with loop to receive tension wire or top rail.
74�n5lon or Stretcher Bar5s Hot -dip galvanized steel with minimum length 2 inches
/__�r,5 than full height of fabric. minimum cross-section of 3/1G, Inch by 3/4 inch
minimum 1.2 oz. zinc coating per 5q. ft. of surface area. Provide one bar
,.,"or each gate and end post, and two for each corner and pull post. except where
f'!ibric Is Integrally woven Into post.
Tension and Brace. Bands: Minimum 3/4-Inch-wIde hot -dip galvanized steel with
minimum 1.2 oz. zinc coating per sq. ft. of surface area.
Tension Bands: Minimum 14 gage CO.074 inch) thick.
Tension and Brace Bands: Minimum 12 gage CO.105 Inch) thick.
Concrete: Provide concrete consisting of Portland cement, ASTM C 150,
aggregates A5TM 0 33. and clean water. Mix materials to obtain concrete with a
minimum 28-day compressive strength of 2500 PSI. Use at least 4 sacks of cement
per cu. yd., 1-Inch maximum size aggregate. maximum 3-Inch slump. and 2 to 4
percent entrained air.
GATES
Fabrications Fabricate perimeter frames of gates from metal and finish to match
fence framework. Assemble gate frames by welding. Provide horizontal and
vertical members to ensure proper gate operation and attachment of fabric.
hardware. and accessories. Space frame members maximum of 8 feet apart unless
otherwise indicated.
Provide same fabric as for fence unle5s otherwise Indicated. Install
fabric with tension bars and bands at vertical edges and at top and bottom
edges.
Install diagonal cross -bracing consisting of 3/8 -inch -diameter adjustable -
length truss rods on gates to ensure frame rigidity without sag or twist.
Gate Hardware- Provide hardware and 8CCC55ories for each gate.
galvanized per ASTM A 153, and in accordance with the following,
Hinges: Size and material to suit gate size. non -lift-off
type. Offset to permit 180-deg gate opening. Provide 1-1/2
pair of hinges for each leaf over G-foot nominal height.
Latch* Forked type or plunger -bar type to permit operation
from either side of gate. with padlock eye as integral part
of latch.
Perctrovich, Nottingham & Drage, Inc. (PNSD) Is not responsible for safety programs,
methods, procedures of operation, or the construction of the design shown on these
drawings. Drawings are for use on this project only and ore not intended for reuse
IF THIS DRAWNG IS NOT 24 x 36 without written approval from PN&D. Drawings are also not to be used in any manner
that would constitute a detriment directly or Indirectly to Peratrovich, Nottingham &
IT IS A REDUCED PRINT Drage, Inc.
SELECTIVE DEMOLITION
Condition of Stri ictures: Owner assumes. no responsibility for actual condition of
Items or structures to be demolished.
Conditions existing at time of Inspection for bidding purposes will be
maintained by Owner Insofar as practicable. However. minor variations
within site may occur by Owner's removal and salvage operations prior to
start of selective demolition work.
Items Indicated to be removed become the property of the contractor. Items of salvageable
value, to Contractor may be removed from structure -as work progresses. Transport
salvaged Items from site as they are removed. Show proof of legal disposal.
Storage or sale of removed Items on site will not be permitted.
Protections, Provide temporary barricades and other forms of protection to
protect Owner's personnel and general public from Injury due to selective
demolition work.
Provide protective measures as required to provide free and safe passage of
Owner's personnei and general public to occupied portions of site.
Provide interior and exterior shoring. bracing. or support to prevent
movement. settlement. or collapse of structure or element to be demolished
and adjacent facilities or work to remain.
Remove protections at completion of work.
Promptly repnir damages caused to adjacent facilities by demolition
work.
Traffict Conduct 5elective demolition operations and debris removal to ensure
minimum Interf erence with roads. streets. walks. and other adjacent occupied or
used f acilities.
Do not close. block. or otherwise obstruct streets. walks. or other
occupied or used facilities without written permission from authorities
having jurisdiction. Provide alternate routes around closed or obstructed
traffic ways If required by governing regulations.
Flame Cuttings Do not use cutting torches for removal until work area Is cleared
of flammable materials. At concealed spaces. such as interior of ducts and pipe
spaces. verify condition of hidden space before starting flame -cutting
operations. MaInt-aln portable fire suppression devices during flame -cutting
operations.
Utility Services: Maintain existing utilities Indicated to remain in servlre and
protect them against damage during demolition operations.
Do not interrupt utilities serving occupled or used facilities. except when
authorized In writing by authorities having jurisdiction. Provide
temporary services during interruptions to existing utilities. as
acceptable to governing authorities.
Maintain fire protection services during selective demolition operations.
Environmental Controls, Use water sprinkling. temporary enclosures, and other
methods to limit dust and dirt migration. Comply with governing regulations
pertaining to eWronmentnl protection.
Do not use water when It may create hazardous or objectionable conditions
such as Ice. flooding. and pollution.
5UBGRADE
All new pavement Is to have the planned depth of top course and gravel
borrow unless the native material meets the following except for only 5Z finess
Is allowed Cpassing #200 sieve)
Top Course W5DOT q-03.qC3)
Gravel borrow W5DOT cl-03.14
All material will be compacted and independently tested to c15X of the modified
proctor ASTM D1557
Designed: TR
Drawn:- TR
Project No95427.051
EDate: APRL 119169
Scale:
PORT OF EDMONDS
MOA
1 0 ATYARD
Peratrovich
Nottingham & Drage, Inc.
Engineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
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