325 3RD AVE S.PDF111111111111
4966
325 3RD AVE S
ADDRESS: 1-9�
ITAXACCOUNUPARCELM Ah5?)1-e?11,141AWAA
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: 0 Conditional Waiver Ej Study Re�quired 0 Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: /3!?
PARKING AGREEMENTS DATEb:'
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
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) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
:WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
STY 0
*
,,,, ` �,.- CITY of EDMONDS BUSIMS LICENSE APPLICATION
Civic Center Edmonds, Washington 980W DATE*�-_L- LICENSE NO.
City Clerk Phone 775-2525 can
IS I
=T
H F FF,
T YP EE 0 _B UUCSS N ANNUALFEE
Ar�TER FEB. 1,,'
CLASS
YEAR LIC.
I
EFFEC. DATE
0 �F �E_S_ I
UI
) H ME C PAT 0 N 15.00
0
2 5 0
INSTRUCTIONS: .
�
jREA5d.'eW..14O.jS9ECj
-
�A
� I I . .
I . I .
0 (B) BUSINESSWITH $20.00
$ 0
All items must be completed
RECEIPT NO.
DATE PAID
A—
I TO 3 EMPLOYEES
X2.
.". z �
or application will not be ac-
0 F
PRINT.X.
IN SPEC. BOX
1:1 (C) BUSINESSWITH $22.00
4 TO 9 EMPLOYEES
$ 3. 0
$
cepted.
_J/I
13 1
FOR ISSUE OF
Sign , and return application
FEE PAID
-01
PENALTY PAID
CORRECTED
LICENSE WITH
BUSINESS WITH 10
0 (D) $75.00
OR MORE EMPLOYEES
112.2
1 1 1
with fee. Renewals received 'LC'ACTION.
NEW APPLICATION
(LA)
after February 15 must pay
penalty-in-addition.t If
0-
0 RENEWAL
(LB)
BUSINESSES AF
7�Y(PLEASE
0 CHANGE
(LC)
JULY 31, 1/2 FEE. MAKE ANY NECESSARY CHANGES) 0 DELETE
(LD)
BUSINESS PHONE NO. OF EMPLOYEES
7,211-213 1 R E C E/V LE D
MAI'LING ADDRESS NATURE OF BUSINESS SEP 9 1982-
0 U efe-s
�_EQ ION
3 ; L 9 �MDS
BUSINESS ADDRESS/ 3 INDI�I�UAL PARTNERSHIP CORPORATION
�g
1 c
= (P) (C)
OWNERS NAME HOME ADDRESS
HOMEPHONE DATk OF BIRTH PLACE OF BIRTH ISOCIAL SECURITY NUMBER
�71 -3
s;'43 / C, I I ",j IZ -:5
EMERGENCY NOTIFICATION (1) NAME& TELEPHONE ,q"1ey'tL A) 07f
(PLEASE LIST TWO) (2) NAME& TELEPHONE 1 ib;'- qznd?= 1AL)-:-",:e_ W�L( - C�(C)Ljl 0
WASHINGTON STATE TAX NO.��� APPLICANT'S SIGNATURE
DO NOT WRITE BELOW THIS LINE
STAFF REVIEW: FILL IN LAND USE CODE, LIFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR DISAPPROVAL, DATE, AND
SIGN, IF DISAPPROVAL, PLEASE COM PLETE,".CiOM M ENT" SECTION. ROUTE TO NEXT DEPARTMENT ON LIST.
PLANNING DEPARTMENT DATE LAND USE CODE ZONING CODE
M� APPROVE El DISAPPROVE
SIGNATURE
CONDITIONAL USE PERMIT
COMMENTS E:I= RU
BUILPQNG DEPARTMENT
9 -62-
DATE Building E3 Hotel/Motel (L)
Z,4 PROVE 0 DISAPPROVE S I G N AT U R E __9 - fi5ee- V0� Permit 0 Apt. Bldg. (A)
0 Office Bldg. (0)
Occupancy 0 Restaurant (R)
COMMENTS: f-- -,Group 0 Hosp/Nurs Home (H)
CAPACITY: (NO. UNITS, APTS. OFFICES, SEATS, BEDS, STUDENTS) 0 School IS)
TJR E DEPARTMENT DATE :7 U.F.I.R.
AAPPROVE 0 DISAPPROVE SIGNATURE /I
COMMENTS:
PO
.�;CE DEPARTMENT DATE SIGNATURE
Al -APPROVE 0 DISAPPROVE'
COMMENTS:
PUBLIC WORKS DEPARTMENT 9-1
t�6APPROVE 0 DISAPPROVE DATE - SIGNATURE
COMMENTS:
Of I:AQI: PPTI IPK1 Trl 1`1TV t-1 C:OV
APPLICATION
for
The City of Edmonds SEDE SEWER PERNaT EASEMENT No . ..........................................
NEW CONSTRUCTION 0 REPAIRS 0
to/ - a400n
OVVNER WAI ................................................................ CONTRACTOR .................................................................................................. PERMIT No . ............... . .....
...... accu. I
ADDRESS
.. ... 3rd.. Ave -CK No . ............................................
......... ........ . .0 .... 5 ............................................. LEGAL DESCRIPTION: LOT No . .............................................. BLO
0
NAMEOF ADDITION .........................................................................................................................................
janQ, 197J
DVe 4e-s4e-d on Sawer
Approved:
DATE................................................ By ......................................................................
The City of Edmonds
,wpactp, �'Vtcc
Drawing
EASEMENT NO - -------- _------------------------ ll
NEW CONSTRUCTION [9 REPAIRS F LID NO . .................. . ASMT. NO - ----------_------
OWNER--------------------------------------------------------------------------------------------- CONTRACTOR_ --------------------------------------------------------------------------------- PERMIT NO.
JOB ADDRESS ---------_-- -------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
7 -
W
PWW-0001-1 1/75 (REV.1 1/78)
NAMEOF ADDITION ------------------------------ ----------------------------------------------------------------------------------------
Approved:
So. DATE A.,21.8-9-2 - ------------------ By -----------------------------------
I F�:4-
EDMONDS 1W powco
'COMMUNITY SERVICES DEPARTMENT
kIGHT'-OF-WAY CONSTkUCtION'P'ERMIT
Z
0
W
V)
U
0
W.
A. * Owner: Washington Natural Gas Company B. 0 Contractor:
Nr
lg Mercer Street
MgeilaiWtA1dd,,,, WA
e 98111
City State Zip
W
Permit No. L 1-31
issue bate t4 -�-- a 6 — 'I I
Name
Mailing Address
City State, Zip
State License Number Telephone Number
C. Address or Vicinity of Construction: .. 327 3 Avenue Sou.th
Type of Work to be Done: Install New, Service
D. & Work in Connection With: 50 Sub or Plat El Single Family 0 City Projects
0 Commercial 0 Multifamily 0 Utility
E. 0 Pavement Cut: @ Y El N F. 0 Size . o . f Cut: 2 x 4 (1) @ Gas
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands 'and by his signature to this application, agrees to hold the'. City of. Edmonds
harmless from any injuries, damages, or claims of any kind or. description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its department's or. employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City fo�ces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice isrequired for inspection; Please call Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times.
• Traffic Control to be in accordance with City regulations.
• All street- cut ' ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
M6
Signature:'. Date: April 24, -1991
Owner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY:
Time Authorized: Void after MAY -M days.
Special Conditions: �Z) 2" ASPtAAS-7 LAFTS
+- e:�,11 &OC—K - , —
PERMIT FEE:
Restoration Fee:
Receipt No.:
Fund 111, Fee --
Street Cut Dimensions: x —.= S
RELEASED BY: Date.L4 INSPECTED BY Date
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. March'1989
Eng. Div. July 1985
Addendum to:
City of Edmonds
Permit Application
Engineering Aide : Kerry Walsh
Washington Natural Gas
622-6767 x 2588
x4)&
6r.,:
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LJ S-ruk5 c->Qu�e 0
ISOUT14 P(---,DPEeT11f LJOE
P- MAIN txapr4
W-Kiowt,4
C-- %� I 5-r I t-4 c:q
PFbPOEED
eAS AAA4k
KEY.:
-Ss- sanitary sewer
-s- storms
-w- water
0 water valve
4-
Q_`TR_B T FILE
V �_
AT
. rro Pori -ce
SUBJECT
*3j2j7ff3fFwM_Ai*v'e-
DATE
4/30/85
Gordy: The resident at the above address came to us
last year around
this time asking for assistance with a rat problem.-
-1
It appeared they
were nesting in the walls of this house. Able Pest
Control Co. was called
and they baited the sewers and
around the area of this
home. Resident
indicated later the problem was
solved. I talked with
Bob Noack yesterday.
and he stated that there is no
garbage in the area and
the grass is kept
SIGNED mowed.
f '11e�d'o-f;�-
if they don't know
already, and advise
them to possibly call Able Pest
Control.for assistance
in catchin4 these
I
buggers. ---Call if you have any questions. THANKS!!
DAT
FR-E-0*1 04S469
PO(Y PAK (50 SETS) 0 469
SIGNED
V V
SEN . D PACI ANDOWITH CA . MON INTACT.
PART 3 WILL BE RETURNED WITH REPLY.
R
CITY OF EDMONDS
PUBLIC WCPJM — EIUINEERIW,
ACTION REPORT
N9 4052
SUSPENSE DATE:
Date: 6M&� Time: File #
I AttacVrnpnts- r--Iyp-
3e -Z�
REQUESTOR: NAME:
ADDRESS-.
PHONE:
REQUEST RECEIVED BY:
TELEPHONE
CONTACT IN OFFICE
OTHER:_
RECEIVED BY:
P011TF Tn-
ra
'EM
ACTION:
-74[
All Concerned Notified
';��.n Completed/File
It �Z,
Y
C I T Y, 0 F EDMONDS RECEIVED,
- SEWER DEPARTMENT
STREET FILE
STOPPAGE OF SANITARY SEWER MAIN REPORT
DATE: TIME CALL RECEIVED;
LOCATION OF STOPPAGE: rc) ac, e-
TIME OF ARRIVAL ON THE JOB SITE:
1093
PUBLIC W, R
TIME NORMAL FLOW OF SANITARY SEWER REESTABLISHED:
CAUSE OF STOPPAGE: Ioc i
tj C)i
t-jj 7
ACTION REQUIRED TO CLEAR MAIN AND/OR LATERAL:
ke, —1-r*,e.,,) -vyj e c Iq
5-- 7 ?L,,/ab 9" t�jT-
CITY CREW ON STOPPAGE CALL OUT (Personnel Involved):
1�>Av'e 7�" A- 'AAnr- b-rt- A k I j 4 V1qAJ>-0 '1zZ--,44
LOCATION OF RESIDENCE AFFECTED:
-7 2��, s
2
NAME, ADDRESS, AND PHONE NUMBER OF PROPERTY OWNER: 317 -3 �s6
("Twor) y'- 14-�' C."'e 114 8,4c k (42 (m pwq
DESCRIBE DAMAGE TO PRIVATE PROPERTY: -1c
f',dD,-D C-VA-kd 75 0 At.,? u
'n�"y
u
u Y,4, T)
RE�VWS: LIQ r4
C'y
-,M(�ke -te-5-r; C4
A cce�'kzq— S'Ia� Ac vl'kk c;D-- A%r wib,;-60,
APPLICATION
for
The City of Edmonds SEDE SEWER PER31IT EASEMENr No . ..........................................
NEW CONSTRUCTION E] REPAIRS 0
— -- nag c)JO
OWNTER ..... Clark- CONTRACTOR .................................................................
,b ... lex .............................. . ....... - - ................................. PERMIT No . ......................
ADDRESS .... 3r:4 ..... An ..... 5.! ......................................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................
0
0
.0
NAMEOF ADDITION .............................................. ..........................................................................................
June,tlq7j
DVq- TQ-8-1-ed On 6awer
Approved:
DATE................................................ By ..........................................................
CITY OF EDMONDS
-1-10mow— c� lz�
go . 19
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning * Parks and Recreation * Engineering
Attn: W. Joseph Scudder, Attorney
The Continental Insurance Company
2401 4th Avenue
Seattle, WA 98121
Re: Ola Groset
325 3rd Avenue South, Edmonds
Performance Bond#BNS 129-65-13
Amount: $11,600
Fje7C&7jVZ0
.DEC 18 1992'
tfV(j"V&EFR//V0
LAURA M. HALL
MAYOR
(COP �
The City of Edmonds is hereby notifying the Continental Insurance
Company of its intent to demand release of the above referenced bond to
meet compliance with conditions imposed by the City on Ola Groset .. .
through the issuance'of a Temporary Certificate Of Occupancy at 325 3rd
Avenue South.
Said Temporary Certificate of Occupancy conditioned occupancy upon
fulfillment of certain department conditions to be met by an expiration
date of December 13, 1992. Conditions have not been met; therefore,
the City is exercising its right to demand forfeit of the bond in an
amount to cover the cost of completing the conditions to City
requirements.
If there are any questions, please give me a call at 771-0220.
Sincerely,
John Bissell
Planning Department
Att: Copy of Temporary Certificate of Occupancy
cc: Scott Snyder, City Attorney
Rob Chave, Planning Manager,
Bob Alberts, City Engineer -111� -
Jerry Saterlie, Acting Building Official
Ola Groset
STREET FILE
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
0 0
0
P&-m5t�l Riat�A5-6
DMIAM 6�eC5 PLAO
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(ooe vt� le55) J6
1,L)WO F-6-612 5 77i�t5
0191
A-AJO
STREET ME
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works 9 Planning - Parks and Recreation Engineering
May 14, 1991
Craig Campbel 1
Lovell-Sauerland & Assoc., Inc.
19400 - �3rd Ave. W.
Lynnwood, WA 98036
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
h,,L�, J 5-11 V /� /
Re: Ola Groset Eight Unit, 325 - 3rd Ave. S. (ADB 112-89)
Crai g,
Enclosed are red -lined plans for the subject project. Noted revisions/
additions must be made prior to the City Engineer's approval.
I have requested that Lyle Chrisman paint curbs on 3rd Ave. S. that may
need to be replaced. Additionally, he will determine if the alley
needs to be overlaid.
Dimensions must be placed on the parking lot, as there are scale
discrepancies between the engineering plans and the architect plans
approved by the Architectural Design Board.
The other remaining item to be provided is your estimate for bonding
purposes.
Sincerely,
GORDON C. HYDE
Engineering Coordinator
GCH/sdt
Enclosure
GROSET2/TXTST530
FILE
0 Incorporated August 11, 1890 *
C,*-+-- 1-;+;-, U-11:--- T_
� 8 9 0 . I () 9 -
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning * Parks and Recreation * Engineering
March 28, 1991
Ola Groset
931 - 12th Ave. N.
Edmonds, WA 98020
Re: Eight unit apartment complex, 325 - 3rd Ave..S.
Utility, curb -and gutter installation
Dear Mr. Groset,
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
Normally, we do not allow construction to start on a project until all
permit requirements are met, but because 3rd Ave. S. is to be overlaid
in June, we are making an exception. Since we do not want any pavement
cuts made after the overlay, we will permit you to install all utility
lines, new vertical curb, and driveway cut along 3rd Ave. before
issuance of a construction permit.
You will need to obtain a right-of-way permit and all work must be
completed by the end of May. Also, do you still plan to purchase the
two (2) parcels along 3rd Ave.? If so, we would want you to do all the
right-of-way work before the pavement is resurfaced.
If you have any questions, call Lyle Chrisman, 771-3202, extension 289.
Sincerely,
ROBERT J. ALBERTS, P.E.
City Engineer
LC/sdt
GROSET/TXTST530
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
CITY OF EDMONDS
APPLICATION FOR STREE-T
ARCHITECTURAL DESIGN BOARD
Do not use pencil on this form.
DATE FILE #
fS�JTE P�AN
SIIN,EIHIBITS
FILILDING PLANS (3): ELEVATIONS L--
AND�CAPE PLAN V-ENVIRONMENT DATA i,—
FEEL-�C),00 RECT # tl-5,t,�9
PLAN MODIFICATIONS TO FILE #
HEARING DATE 41t&q-
OWNER/REPRESENTATIVE Ola Groset
ADDRESS 931 - 12th Ave. N. Edmonds, Wash.
PHONE 778-4824
ZIP CODE 98020
ARCHITECT/DESIGNER Robert Champion A.I.A. PHONE
ADDRESS
3802 Colby, Everett, Wash.
PROPERTY ADDRESS 327 and 329 - 3rd Ave. S. Edmonds, Wash.
259-3136
ZIP CODE 98201
ZONING R M 1-5
LEGAL DESCRIPTION SEC 23 TWP 27 RGE 03 RT 107) BEG 362.4 FT N & 30 FT E od SW COR SE1/4 SE1/4
SE1/4 TH E 130 FT TH N 50 FT TH W 130 FT TH S 50 FT TO TPB And SEC 23 TWP 27 RGE 03 RT- 108 -
108A) BEG 312.4 FT N & 30 FT E of SW COR SE1/4 SE1/4 SE1/4 TH E 130 FT TH N 50 FT TH W 130 FT
PLANS SUBMITTED FOR APPROVAL: TH S 50 FT to POB
1.
V
Building Plans - Preliminary Final t-� Site Plan
Landscape Plan Elevations U-1
Sign Elevations Site Plan Landscape Plan
EXISTING USE OF PROPERTY Single Family Residences
DESCRIPTION OF PROPOSAL
8 Unit Apartment Condos
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT As soon As possible
ESTIMATED TIME FOR COMPLETION OF WORK
6 to 8 months as viecther permits
V,
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 this application.
APPADBI/PFORMS -(SI-94:v6ture I Applicant
ADB Application
Page 3
. CITY OF EDMOND�
ENVIRONMENTAL ASSESSW
PROJECT NAM
DATE SUBMITTED IzEq
The information on this form will be used to determine the effect of your action upon
the environment of the City of Edmonds. Please answer each question as thoroughly as
possible.
1. LAND
Area ,90C F. Soils Type :�,-L-Ay Limitations
Descriptidn of topography-(% slope) �3 % —
Note: If grading or filling will exceed
Grading: Estimated cubic yards -3C>5 500 cubic yards, a grading &
Filling: Estimated cubic yards filling plan must be submitted
with the application
Estimated area to be paved (including buildings) -3 7 0 S. tZ
Estimated area in open space (previous surface)
2. WATER
Stream - . Estimated flow (cubic feet per second) M/A
Will stream be altered? 1\12!�, If yes,.to what degreL/ P4,4
Other water bodies? -tjo
Impact.on storm drainage 6AI 1-5 Method of handling runoff
Adjacent to shorelines zone? -.Within 200 fee of MHHW? N n
3. VEGETATION
Type and approximate number of trees 2- FS 05 9_6 9-9 5 L)ECA Pucu_�
Minimum diameter of trees to remain lbo % of trees to be removed
Groundcover 100 % to be removed,
Proposed landscaping, if any o:2
:) , 0 Q -r -ro R?dl LAkJ1)L_CAPFRD
4. EXISTING LAND USE WITHIN 300 FEET RADIUS OF PROPOSED DEVELOPMENT:
North
East
West
5. CIRCULATION
go
7.
91
Single Multi -
Vacant Family Fami 1 y Commercial Other
Estimated increase in auto trips daily /\k 0 K-C-
Availability of public transportation rS L_�o C_1-,_' S
AREA OF IMPACT
Neighborhood
V-11,
Ci ty -wi de Regional
EFFECT ON AIR QUALITY IV\ I tj c) (2-
CHANGES IN NOISE GENERATION bA- t 1,3 o A-Z.-
04/17/89
ENVIRON/TXTMB061
90
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A. City of Edmonds*
GHT'-O F-WAY CONSTRUCTION
PERMIT
W.O.# 2100-3POOIQC 242310
Permit Number: q.=.?, - ':;� M
Issue Date:
A. Address or Vicinity of Construction: 325 — 3RD Allff. SDUTH
B. Type of Work (be specific): HAND —DIG 5—FEET IN R.O.W. TO PLACE
9 0 - 1 9 '),J 1.
ENTRANCE CABLE (UNDERGROUND) IN NEW 12—UNIT APT. BLDG.
C. Contractor: -GTE NORTHWEST INCORPORATED — Contact: BARBARA TOLLEFSON, PERM�111. -, COORD.
Mailing Address: 2312—OC WEST CASINO ROAD Phone: BARB 356-4124
SMWXJMK*XR EVERETT, WA. 98204 Liability Insurance: Bond: $
D. Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
Commercial El Subdivision
E. El City Project FK] Utility (PUD, GTE, WNG, CABLE, WATER)
Multi-Fan-ffly E] Single Family E] Other
INSPECTOR: INSPECTOR: W4%7C_V1_1
F. Pavement or Concrete Cut D Yes ZINo G. Size of Cut: x H. Charge$
APPLICANT TO READ A SIGN
INDEMNITY. Applicant understands and by his signature to this application, agree, Id the City of Edmonds hamilessftom znjunes�d_..ages, or
claims of any Aind or description whatsoever, foreseen or unforeen, that may be made K.gkllt the City of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense costs, and attorneyfees by reason of granting this pet7nit.
THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA TERIALS FOR A-PbUOP ?FO'NE YEAR FOLLO WING THE FINAL INSPECITON
AND ACCEPTANCE OF THE WORK ES77MAYED RESTORA77ON FEES WILL BE HELD UN77L THE FINAL STREET PAiCH I'§C6kPLETED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permh'application.
A 24,hour notice is required for inspection; Please call the Engineering Department
Work is to be inspected during progress and at completion. M-0220
Restoration is to be in accordance with,City Codes.
Street shall be kept clean at all times.
Traffic Control and Public S�fety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall b.e patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTION&
I have read the above state ments an&�er n" f the permit will be available
re Wnts and the pink copy q
on site at all times -for inspection p4W�
Signature: �'Date: 9-9-92
(Contractor or AgeA@B E
- CALL DIAL A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
I - � ...-RIGHT.QFWAYDEPOSIT..'", 1.1111.1 ... 11 ... ...... ..
11.11 .... ........... ............ I ......... ... ......
I V
JIMEIAUTHORIZED�:V.011) AJ7F-R:. :DAYS. :_DISRUPTION FEE/FUND 111.
SPECIAL,C0NDrrI0NS:,: NA ......RESTORATIOMFEE:x
.... ............ ................. ..............
,CONMENTS:. . ...... RECEIPT.NO:,.
DATE: ISSUEDBY:.,. ell -
. . ............
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. Div. 1991
FIELD INSPECTION NTTES (Fund I I I Route copy. to Street DeTA X
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 11 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
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Bond Cable And Attach To Strand As Usual.
Insulate Downguy in GPR Area
Keep Strand Separated F MGN in GPR Area
BiJ�D CABLE
Use Fiberglsw Pedestals When Possible.
Ground Pedestals And/Or Handhole In Typical Design.
Bond Cable Sheath In Typical Design.
Keep Cable Sheath Separated Fy -ledestal/Handhole Ground.
Attach Warning Lables To Pedest�_.fellow Jackets. Splice Cases.
Keep Cable Sheath Separated From Splice Case Bonding Strap.
UNDERGROUND CABLES . I
Ground Manhole In Typical Dtsign.
Bond Cable Sheath In Typical Design.
W— Cable Sheath -c ted From S ce Case Bonding Stran.
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Attach Warning Labels To Splice Cases..
External Ground To Splice Case Is Not Required.
-CALL 2 DAYS
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DATE
KUYLU 5T V DATE
GRAP111e,S 9Y: Z.S. Z-27-17Z
REG. E
F." eIAI
STATE FARM 7INSURANCE COMPANIES
State Farm Fire and Casualtyiwpany
PO Box 5000
Dupont, WA 98327-5000
RECEIVEC*-
AUG 0 9 2000
NOTICE OF CANCELLATION
POLICY NUMBER CONTRACTORS POLIC
ING I DATE DUE PLEASE PAY THIS AMOUNI
98-C7-9135-3 DATE CANCELED - E 0 JUL 20 2000 $1,489.50
98-C7-9135-3 717 K- 2601-F485 F E
CITY OF EDMONDS
121 5TH AVE N
EDMONDS'WA 98020-3145
Payer - Insured
Important Message(s)
Insured:
AI GROSET CONSTRUCTION
COMPANY INC
325 3RD AVE S APT 303
EDMONDS WA 98020-8428
Location: 325 3RD AVE S APT 303
EDMONDS WA
As of the "Date Prepared" shown below, we have not received the premium required to keep this policy in force. Therefore, this
policy is canceled effective 12:01 a.m. (or NOON if required by state law) on the "Date Canceled" shown above. If the full
premium has been paid and accepted before or on the date of cancellation, you will receive a Notice of Reinstatement, verifying
that your coverage continues under this policy. Otherwise, coverage will end. Please contact your State Farm agent with any
questions.
Agent PHIL HILLSTROM CLU
Telephone (206) 364-4720 or (206) 364-4721
IF YOU HAVE MOVED, PLEASE CONTACT YOUR AGENT. K-2601 -F485
F0
i��T GROSET CONSTRUCTION COMPANY INC
POLICY NUMBER I 98-C7-9135-3 CONTRACTORS
537-162.16 Rev. 08-1999 (013012e)
Please keep this part for your record.
Prepared: AUG 01 2000
F PLEASE RETURN THIS PART WITH YOUR
CHECK MADE PAYABLE TO STATE FARM.
DATE DUE PLEASE PAY THIS AMOUN1
JUL 20 2000 $1,489.50
Please contact your State Farm
Agent to make any policy
changes.
1509008197
State Farm Insurance Companies
FOR OFFICE USE ONLY 0770
Prepared: AUG 01 2000 FIRE CANCEL-[ $1,489.50 0819
N 04 At
800023200148950 298601379135302515>
oi
�.737
T FILE 'City of'Edmo
C E I V ENIGHT-OF-WAY CONSTRUCTION
'J.
OC 2 3 1991 PERMIT Permit Number:
Issue Date: >/Z
NEIERING
A. Address or Vicinity of Construction: 6_1
8,. Type of Work (be' specific): J0
9 0 9
C. Contractor: LA-t-s 4coiq& 5ow4. f4ta Contact:
.22
Mailing Address:. '3yo ;Z-70"t 5 XW. Phone: L
State License #: (,iw- Liability Insurance: Bond: $
D.. Building Permit'# (if applicable): 0_56)(= Side Sewer.'Permit #.(if applicable): �>4_
E. -0 Commercial E] Subdivision 0 City Project Utility (PUD, GTE, WNG, CABLE, WATER)
Multi -Family F� Single Family n Other
INSPECTOR: A I-, elpgig-&A� INSPECTOR:
F. Pavement or Concrete Cut.: Ryes []No G. Size of Cut: _)c H. Charge $
APPLICANT TO READ AND SIGN
INDEMNITY.- -Applicarit understands and by his signature to this application, agrees to hold the City. of Edmonds haqnlessfrom injuries, damages, or
be madedgainst the Chy a
claims of any.Aind or description whatsoever, foreseen orunforeen, that may f Edmonds, or anyof its departmen& or employ-
ees,. including -or not limited to the defense of dny legal proceedings including defense costs, and attorneyfees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE -FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC77ON
AND ACCEPTANCE OF THE WORK ES77MA TED RESTORA 77ON FEES WILL BE HELD UN77L THE FINAL S7REET PATCH IS COMPLETED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.'
ConSteiiction drawing of proposed work required with permit application.
A 24 hour notice is required.f6r ingpection; Please call the Engineefing Department- 7.71-3202.
Work is to be inspected during progress and at completion.
Restoration is.td be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as,requir'ed by, the City Engineer.
All street cut ditches shall be patched with.asphalt or.City. approved material prior to the end of the working day;
'NO EXCEPTIONS.
I have read the above -statements and understand the permit requirements and the pink copy of the permitwill be available
on site at all timesfLoq_x".�Jnspectt iflirposes.
Signature: Date:
(Contractor or Agent)
k CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
DATE: - ISSUED BY:
PRIOR TO PERMIT ISSUANCE
.Engrg. Div. 1991
FIELD INSPECTION NOTT"S (FuPI 11 - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES ONO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Eng. Div. h
lw-
OF
LSA No. 1859
LOVELL—SAUERLMD & ASSOCIIATES, I[NC.
19400 33rd Avenue W.
Lynnwood, WA 98036
CALCULATIONS FOR
OLA GROSET APARTMENTS
Edmonds, Washington
J U L
V�tpflff
Prepared By:
Q V NO
1)v 11796
j
L'�D-nt -01:
6j
DRAINAGE CALCULATIONS 11-Oct-89 08:06
GROSET APARTMENTS LSA #1859 (City of Edmonds)
Total area, acres =
Retained area, acres
Bypass area, acres =
Time of Concentration:
"Flow length Vertical Ground Type Runoff
feet Drop Slope Cover Velocity
135 5.0 3.70% grass 1.33
0.298
0.298
0.000
Cummulative
Time.of Travel Time
Travel 10.000
1.7 11.70 y 4
Time of Concentration,
T(c) minutes
11.698
Design storm, I(10yr),
Itc in/hr =
1.725
-----------------------------------------------------------
RETAINED:
Area of retained flow,
Ar acres 0.298 ,
Ar sf
13000
Exist runoff coeff, by
proportional areas:
C
paved areas, roof, sf
0.90
X 4265
trees
0.05
x 0
grass
0.15
x 8735
Total Area, sf = 13000
Cer 0.396
Ex. flow off ret. area, Qer cfs= (Itc x Ar x Cer) 0.204
Future runoff coeff, Cfr:
paved areas, roof, sf 0.90 x 10000
grass, landscaping
0.20 x 3000
Total Area, sf 13000
Cfr 0.738
-----------------------------------------------------------
BYPASS:
Area of bypass flow Ab acres 0.000 , Ab sf 0
Existing runoff coeff Ceb Ceb = 0.100
Ex.flow off bypass area, Qeb cfs= (Itc x Ab x Ceb) 0.000
Future runoff coeff Cfb = Cfb = . 0.250 v/
Fut. flow from bypass area, Qfb = Itc x Ab x Cfb 0.000
-----------------------------------------------------------
Qadjusted cfs Qer + Qeb - Qfb 0.204
Qo cfs = Qadjusted/(Ar x Cfr) 0.925
0
DRAINAGE CALCULATIONS 11-Oct-89 08:06
GROSET APARTMENTS LSA #1859 (City of Edmonds)
STORAGE REQUIREMENTS
10 yr design detention W 1j VSmax Tot. Stor.
Qallow V Qo' cfs T,min. cflacV reqd.
------------------------------------------- --------
0.20 0.93 24.37 878.63 193.6 cubic feet
Volume provided 198.3
-----------------------------------------------------------
T = -25 + (2255/Qo)**.5
VSmax = (3607 * T) /(T + 25))-(40 * Qo * T
Total Storage Required = VSmax x Ar x Cfr
-------------------------------------------------------------------
CALCULATION OF OUTLET SIZE
Offsite acres contributing to detent. system, Ao 0.046 acres
Runoff factor for offsite area, Ceo = 0.900
Total development area contrib. drainage, Ar 0.298 acres
Existing runoff coeff for area, Cer 0.396 V
Design storm, I(10yr), using Tc(o) 1.725 in/hr V
-------------------------------------------------------------------
Existing Flow:
Qer = Ar x Cerx Itc(o) = 0.204 cfs
Qeb = Ab x Ceb x Itc(o) = 0.000 cfs
Qeo = Ao x Ceo x Itc(o) = 0.071 cfs t/
Qe = Qer + Qeb + Qeo = 0.275 cfs V
-----------------------------------------------------------------
Allowable flow, Qallow = Qe - Qb = 0.275 cfs /
Allowed flow per orifice, cfs = 1.000 cfs
Total flow, Qallow = 0.275 cfs
Number of orifices required 1.000
Design Flow per orifice, Qdo = 0.275 cfs
SIZING ORIFICE FOR SINGLE ORIFICE RESTRICTOR
Orifice No. H, feet�, a, sq ft d,feet d,inches
-------------------------------------------------------------------
2.68 0.034 0.21 2 - 8 /16
-------------------------------------------------------------------
area, a = Qdo / (.62 x (2 x g x h)**.5) g = 32.2
orifice diameter, d = ( 4/pi x a)**.5
0
DRAINAGE CALCULATIONS 11-Oct-89
08:06
GROSET APARTMENTS LSA #1859
(City
of Edmonds)
PIPE SIZE
Assume a pipe diameter
30.0
inches
Cross section area =
4.9
Sf
Usable vol. of 0.0 Type
I MH
2*3
square ft
0.0 cf
Usable vol. of 1.0 Type
II MH
48.0
inch dia
31.4 cf
Usable vol. of 18.0 inch
pipe:
0.0
ft long =
0.0 cf
Usable vol.-of 24.0 inch
pipe:
0.0
ft long =
0.0 cf
Required pipe volume =
162.2
cubic feet
Required pipe length =
33.0
linear
feet
Use:
34.00
Volume provided
198.3 cf V
CALCULATION OF EMERGENCY OVERFLOW CAPACITY
Using the equation for an orifice; Developed Discharge, 25 year storm:
Q = 3.782 x (D)**2 x H**kk Q = C x I x A
--------------------------------- - -------------
Min Head, H 0.500 ft Tc(o) = 6.0 minutes
Min. Dia., D 0.500 ft 1 (25 year) = 2.800 in/'hr
Q max capacity 0.669 cfs RO coeff, C = 0.738
Area, A 0.298 acres
Q = 0.617 cfs
--------------------- -----------------------------------------------------
Minimum grade elevations:
Top D/S detention CB 46.68 with 2.00 ft Overflow clearance
Top D/S detention CB 45.50 with 1.00 ft cover
Top U/S detention CB 45.68 with 1.00 ft cover
Min Grnd surf. elev 45.18 (over any inlet: 0.500 ft above OF)
Max water surface elev 44.68
Invert elevation = 42.00 pipe slope 0.50%
Outfall invert-elev 41.90 pipe length 20.00 ft
30"
C'm
I
.41,23 -29
S.4Q57- 19a 00'
/,v V. 4e. z
. -1
'41
.... ......... ...
lq
ol
I f
LL)
-77, -
/19, 71
44�
Tl
oll
:24
2.4
/IV)'
/,'K-egg. -14
A,V/ 4'9 34 (^V
DRAINAGE CMLCULATIONS 11-Oct-B9 OB;06
GROGET APARTMENTS LSA #1859 (City of E(
Total area, acres =
Retained*area, acres
Bypass area, acres "m
0, 298
0. 290
01000
Time of Concentrations Cummulative
"Flow length V , ti -al Ground Type Runoff Time of Travel Time
feet Drop Slope /,Cover Velocity Travel 10.00()
135 5.0 3.70% grass 1.33 1.7 11.70 4
Time of Concentration,
T(c) minutes
11 698
Design storm, 1(10yr),
Itc in/hr =--
1:7251
-----------------------------------------------------------
RETAINED:
zl�
Area of retained flow,
Ar acres 0.290
Ar sf
13000
Exist runoff coeff, by
proportional areas:
C
paved areas, roof, sf
(). 96 x,
4 2 6'5.. tf-
trees
0.05 X
01
grass
0.15 x
8 7 3,`J
Total Area, af =
Ex. flow off ret. area, Oar
Future runoff coeff, Cfr:
paved areas, roof, ef
grass, landscaping
Total Area, sf
13000
Cer 0. 396
cfs= (Itc x Ar x Car) 0.204
0. (-'?(:) x I c)(.)(::)(:)
0.20 x 3000
13000
C f r =.-, 0. 738
BYPASS:
Area of bypass flow Ab acres 0.000 1 Ab sf 0
Existing runoff coeff Cab Ceb = 0. 00
Ex.flow off bypass area, Deb c+s= (Itc W'Ab x Cab) 0.000
Future runoff coeff Cfb =
.12, �
Cfb = 0. 250
Fut. flow from bypass area, Qfb Itc x Ab x C+b 0.006
Oadjusted cfs Oar + Deb - Qfb
Do c+s = Oadjusted/Wr x C+r) 0. 925
STORAGE REQUIREMENTS
10 yr desi96 detention VSmax Tot. Stor. OCT 111989
I ow Do, cfs T,min. cf/ac reqd.
0. 20 0 . 9 24. :2-7 87S.63 193.6 cubic ;F,,a'b
Volume provided 198.3
.-CAN
T -25 + (2255/0o)**.5
VSmam = (3607 * T) /(T + 25))-(40 * Do
Total Storage Required - VSmax x Ar x Cfr
-------------------------------------------------------------- Wo 9
.0 't
84b 6'PIONA L
DRAINAGE -CALCULATIONS 11-Oct-89 08:06 ^
GROSET APARTMENTS LSH 01859 (City of Edmonds)
CALCULATION OF OUTLET SIZE
==========================
Offsite acres contributing to detent. system, Ao
= 0.046
acres
Runoff factor for offsite area, Ceo =
0.900
Total development area contrib. drainage, Ar =
0°298
acres
Existing runoff coeff for area, Cer
0"396
Design storm, I(10yr), using Tc(o) =
___________________________________________________________________
1.725
in/hr
Existing Flow:
Qer = Ar x Cer x Itc(o) =
0.204
cfs
Web = Ab x Ceb x Itc(o) =
0.000
cfs
Qeo = Ao x Ceo x Itc(o) =
0.'071
cfs
Me = Qe& + Web + Qeo
--------
-----------------
0.275
cfs
r_______~______________________~___________________~_______
Allowable flow, Mallow = Me - Qb =
0"275
cfs
Allowed flow per orifice, cfs =
1.000cfs
Total flow, Wallow =
0.275
As
Number of orifices required =
1.000
'
Design Flow per orifice, Qdo =
.
0.275
cf F
SIZING ORIFICE FOR SINGLE ORIFICE REGTRICTOR
Orifice No. H,
feet
---- ______-----
a, sq ft d,feet
d,inches
*
2"68
___________________________________
0.034 0.21
2 - 8 /16
7
-------------- _------------------------
area, a = Qdo / (.62
_---------------------------
(2 h)**.5)
= 32.2r���
��
orifice diameter,
x
d = (
x g x
4/pi x a)**.5
g
DIPE SIZE
Assume a pipe diameter 30"0 inches
Cross section area � 4.9 sf
Usable vol. of 0.0 Type I MH 2*3 square it
Usable vol. of 1.0 Type II MH 48"0 inch dia =
Usable vol. of 18.0 inch pipe: 0.0 ft long =
Usable vol. of 24.0 inch pipe: 0.0 ft long =
Required pipe volume = 162.2 cubic feet
Required pipe length = 33.0 linear feet
Use: 34.00 Volume provided
OCT111989
��o
�
0.0 cf
�
31°4 cf
0.0 cf
0"0 cf
198.3 cf
CALCULATJON OF EMERGENCY OVERFLOW CAPACITY ~~^�~�-
Using the equation for
an orifice;
Developed
Dischargev
25 year storm:
Q = 3.782 x
_________________________________
(D)**2 x
H**.
Q = C
x I
x A
Min Head, H =
0.500
ft
_____________
Tc(o)
=
6.0
minutes
Min. Dia., D =
0"500
ft
% <25
year) = 2,800
in/hr
Q max capacity
0.669
cfs
RO coeff,
C = 0"730
Armav
A =
0°298acrus
___________________________________________________________________________
0.617
cfs
Minimum grade
elevations:
�
^
°
DRAINAGE QALCULATIONG 11-Oct-89 08:06
GROSET APARTMENTS LSA #1859 (City of Edmonds)
Top D/S detention CB 46.68 'with 2.00 ft Overflow clearance
Top D/S detention CB 45.50 with 1.00 ft cover
Top U/G detention CB 45.68 with 1.00 ft cover
Min 8rnd surf. elev = 45.18 (over any inlet: 0.500 ft above OF)
Max water surface elev 44.6C-3
Invert elevation = 42.00 pipe slope = 0.502
Outfall invert elev = 41.90 pipe length 20,00 ft
��
OCT� �*�1~~��
~~, ~~
e1g. (Z--YI!57")
I ti
e
(V
A,1
41, 23 (/;V,)
4=1L
is
/V/---;fg. 04 OV)
//%/;/ -49,36 (,-/)
LSA No. 1859
LOVELL—SAU ERLAND & ASSOCIATES, ][NC.
19400 33rd Avenue W.
Lynnwood, WA 98036
CALCULATIONS FOR
OLA GROSET APARTMENTS
Edmonds, Washington
jill
-i;T
0 9
DRAINAGE CALCULATIONS 11-Oct-89
GROSET APARTMENTS LSA #1859
Total area, acres =
Retained area, acres
Bypass area, acres =
(City of Edmonds)
= 0.298
= 0.298
0.000
Time of Concentration:
.
Cummulative
"Flow length Vertical
Ground Type
Runoff
Time.of
Travel Time
feet Drop
Slope Cover
Velocity
Travel
10.000
135 5.0
3.70% grass
1.33
1.7
11.70 4
Time of Concentration,
T(c) minutes
11.698
Design storm, I(10yr),
Itc in/hr =
1.725
-----------------------------------------------------------
RETAINED:
Area of retained flow,
Ar acre's 0.298
, Ar sf
13000
Exist runoff coeff, by
proportional areas: C
paved areas, roof, sf
0.90
x 4265
trees
0.05
x 0
grass
0.15
x 8735
Total Area, sf = 13000
Cer 0.396 -
Ex. flow off ret. area, Qer cfs= (Itc x Ar x Cer) 0.204,
Future runoff coeff, Cfr:
paved areas, roof, sf 0.90 x 10000
grass, landscaping 0.20 x 3000.
Total Area, sf =
BYPASS:
13000
Cfr 0.738 -
Area of bypass flow Ab acres 0.000 , Ab sf 0
Existing runoff coeff Ceb Ceb = 0.100
Ex.flow off bypass area, Qeb cfs= (Itc x Ab x Ceb) 0.000
Future runoff coeff Cfb =
.Cfb = 0.250
Fut. flow from bypass area, Qfb = Itc x Ab x Cfb 0.000
-----------------------------------------------------------
Qadjusted cfs = Qer + Qeb - Qfb 0.204
Qo cfs = Qadjusted/(Ar x Cfr) 0.925
0
DRAINAGE CALCULATIONS 11-Oct-89 08:06
GROSET APARTMENTS LSA #1859 (City of Edmonds)
STORAGE REQUIREMENTS
10 yr design
detention
VSmax
Tot. Stor.
-----------------------------------------------------------
Qallow
Qo, cfs T,min.
cf/ac
reqd.
0.20
0.93 24.37
878.63
193.6 cubic feet
------------------------------------------------------------
. Volume
provided
198.3
T = -25 + (2255/Qo)**.5
VSmax = (3607
* T) /(T +
25))-(40 * Qo *
T
Total Storage
-------------------------------------------------------------------
Required =
VSmax x Ar x Cfr
CALCULATION OF OUTLET SIZE
Offsite acres contributing to detent. system, Ao
0.046
acres
Runoff factor for offsite area, Ceo =
0.900
Total development - area contrib. drainage, Ar
0.298
acres
Existing runoff coeff for area, Cer
0.396
Design storm, I(10yr), using Tc(o)
-------------------------------------------------------------------
1.725
in/hr
Existing Flow:
Qer = Ar x Cer x Itc(o) =
0.204
cfs
Qeb = Ab x Ceb x Itc(o) =
0.-OGO-cfs
Qeo = Ao x Ceo x Itc(o) =
.0.07l.cfs
Qe Qer + Qeb + Qeo
-------------------------------------------------------------------
----------------
0.275
cfs t/
Allowable flow, Qallow = Qe -'Qb
0.275
cfs
Allowed flow per orifice, cfs =
1.000
cfs
Total flow, Qallow =
0.275
cfs
Number of orifices required
1.000
Design Flow per orifice, Qdo =
0.275
cfs
SIZING ORIFICE FOR SINGLE ORIFICE RESTRICTOR
Orifice No. H, feet a, sq ft djeet d,inches
-------------------------------------------------------------------
2.68 0.034 0.21 2 - 8 /16 V
-------------------------------------------------------------------
area, a = Qdo / (.62 x (2 x g x h)**.5) g = 32.2
orifice diameter,. d = ( 4/pi x a)**.5
0
E
DRAINAGE CALCULATIONS 11-Oct-89 08:06
GROSET APARTMENTS LSA #1.859 (City of Edmonds)
PIPE SIZE
Assume a pipe
diameter
30.0
inches
Cross section
area =
4.9
sf
Usable vol. of
0.0 Type
I MH
2*3
square ft
0.0
cf
Usable vol. of
1.0 Type
II MH
48.0
inch dia
31.4
cf
Usable vol. of
18.0 inch
pipe:
0.0
ft long =
0.0
cf
Usable vol.-of
24.0 inch
pipe:
0.0
ft long =
0.0
cf
Required pipe
volume
162.2
cubic feet
Required pipe
length
33.0
linear
feet
Use:
34.00
Volume provided
198.3
cf
CALCULATION OF EMERGENCY OVERFLOW CAPACITY
Using the equation for an orifice; Developed Discharge, 25 year storm:
Q = 3.782 x (D)**2 x H**k/z Q = C x I x A
--------------------------------- - -------------
Min Head, H 0.500 ft Tc(o) = 6.0 minutes
Min. Dia. , D f t CG'7 1 (25 year) = 2.800 in/hr
Q max capacity 0.669 cfs RO coeff, C = 0.738
Area, A 0.298 acres
Q = 0.617 cfs
--------------------- ---------------- ------------------------------------
Minimum grade elevations:
Top D/S detention CB 46.68 with 2.00 ft Overflow clearance
Top D/S detention CB 45.50 with 1.00 ft cover
Top U/S detention CB 45.68 with 1.00 ft cover
Min Grnd surf. elev 45.18 (over any inlet: 0.500 ft above OF)
Max water surface elev 44.68
Invert elevation = 42.00 pipe slope 0.50%
Outfall invert elev 41.90 pipe length 20.00 ft
I
09/00/90 14:1? PAX 200 672 7996 LOVELL SAUERLAND 0001
FAX COM SRpy-T
Lovell-sauerland & Associates
19400 33rd Averjue W. Suite 200 -LYnr-vOOd: (206) 775-1591
Seattle: (206) 340-0830
Lynnwood, Washington 990.36 PAX: (206) 672-7998
Enc
.yineers / Surveyors / plawnerr, / DeveloPZent Consultants
. Date: Septpauber 6, _t990
TO:
-Tim W.�lker of
SUW'ECT:
Cla Grooet Apart=ents;
PROM: 771-3202
FMM.' C'raiq Cc-mpbell
COVER SEBMT PLUS PAGES -
TIMS 14:30 LSA Job No. 1859.oi
CitY Of Fodmondm.
adequacy of 8-inch storm sewer pipe
FPX: 778-5322
COM=:
As YOu "T'Ler-t0d 1 checked the dcata we b-avp for the e;tcrm
dralzage near 01a Groqwtts aPartment bmilizig rita. I do not
bAva the downstream ir
.v.v.,t inform,,,tion cn the existing 8-inch
Pipe that aVOsses 3rd Avenue. Tt is a concr4at
ar-SUMir,ci a minimum alp .0 pipe, =d
.PB Of 0.5% gives it a capacity of about
Of .93 Ofs. A steeper sloPe would give the capgLaities shown
below. it is likely that ths 910PQ is oteeper than 0.s%.
PIPE �Mx. ve1cwtity
SLOPE Flow - f ps
0.501%
0.91
2.7
1-00t
1-31
3.8
1.30%
11.61
4.6
2.00%
1.86
5.3
2.50t
2.09
5.9
The FrOjectle pre-dateatior
f laws arQ ahOUt 0. 4 cfat a=d tiae
POst-det#=tion flOwS M�Ch less. It appears from the topographLy
we have iavailable that there is a limited 13treet drea draining
to t-'%-is Pipe - n. ere is a CB -in front of the Bjueprirj�_ Homes
e'P&ri=6rrL buildlmq at Alder and 3rd wja;Lch j-,;jter4;eprCZ anythifig
0cming from the north. It appears that there is & high point
limiting gutter flow fro2Q tha south in front of trLe Royal
ChaLteau Condos. Mis leaves about 200 feet of
C� . . 1/2 of 3rd Avenuo
P-IrLL]2rj Uncontrolled into tae pipe (about 6000 af). it j6*MY
opinion Mat tte pipe iS adequate frou'a h5rdraulic -qtandpcjht.
T,�
t[9
ryl
3%
C'N
f-F Pl� N
7
-,00 OF/' Zs7&.:7
i r-L
fl
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V�
Im
b
rn
ti to
jo
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y
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NOTE:
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UNDERGROUND i ...'.. _1� ..., _1�--,- " .7, .,...,.".:;,�.�:'!�-".!�.-f��,�l."r,:.,.�,�'ll.- ,%
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LOCATING THEIR - .. .. A ..'J�e- 11z_ Z
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PER SITE PLAN. WALL PESIGN MAY 5555. � --- I, .. - 7 .. , . - w . .1 1: . .1 - .'�� '. �.-,;. .'_. , _� ,,..j1`,�;,J.7_ ".:;�,;- % § �, 'll T
11 I REQUIRE WAIVER OF7 SET-E3AJ . . , I 1. .,:�.,., ,�_...,..-.., - . 1-1 .�:.M
,- � - �k � _. . I "'. .: .- , " "..7! , - ". � A, '. I,-jA
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. . � . . . - - - - , .
2. SANITARY SEWER � - . .. '. ,: �_ :.;I ,,., .- . - i I '_'v.. '.,:.!.., ; 7 Ic . .. . '&-ESIDELL
2) PVC-SDR35-ASTM 1, '. .. .., .. * A . _.�Ifiz, . . � .,
. .� .
� .. l. 1-1 � * - I-_ -_
i 13, * (�-- Y1:5 X) PIPE SHALL BE (611 ...'. ._ : I : ... V, . ,,,", . ... ", - ,,-,,, -;�*:�'`--,. 4 i - . _: _�,
11 , SPEC. , . . I . . . - . .,. * - . �,
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/,VV. 4g, Z/oz D T.V. TESTED. . . .:, , , , ��-.: t , �.,-_-, :... . � ij:,.; �
. . . , � �.,, , ,, - " , ,
/ 11 . re�ll 51,3 � D3034 MATERIAL OR CONCRETE ASTM C-14 CLASS 3, RUBBER . I . � , . �-, - " & �,_ :. .:.!.
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-
k -, - CONdil RETAINING WALL ' 1 3. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTU�FZBED SOIL. I .. . - -*-; . : � ,�61..--_" .�:;..-,:�`_`-. 1. � ., %�l FARJK�,'!. � 0771A, -U-' RSOOK 4i ST .",
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olelll.z A5 P-EaUtil STRUCTURAL- 4) 1 2% MAX. PAVEMENT SLOP_-� NATIVE MATERIAL CAN BE USED FOR BACK FIL� PROVIDED . . :': ... " _UAI . 3l:
'A W�7Y e&7' i IN HANDICA .. ,,�
1� M �� Ill I /111'� PEC71GN SY 07NER6. I I . . - . ..". ,.�� " �'.-;! I - 2 M > ,,, ;z :
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----..-. _____________.______....____ -, I . .. . . ��:, :" I . 11 CAROL
. 11 11 I -.----,---.--- ,�� N _7 ' . - - - , _____�� .�L_F,fRR �% " t A
____ : Ad - I T�N 1 -7 ' I . eST
I I I K-INGS- - " " ' 7��7' --_,- UNDER I ER ! L�'�'A y U4 W . 202
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� I I I ell 12 1 1 . 4. SIDE SEWERS SHALL BE I14STALLED ACCORDING i CII �. "' �' .� . .. . - � 11 .,:,- �..; '141�1
11 1I / .1 OF 1_1'.: "�.. �_.�' . ,; , . �' , I 1;,:., ., .l.": .�-,; �.:,;.._ i , , % .- i
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jl��e INV, 4 f, 23 (W) -�) j I SIDE SEWER STUBS - Nuuml OR
. 11 . _11 - C . , ON EACH LOT SHALL,.BE MkIlY.ED WITH A ------, , ---I--------- �. Is AIN It � .�IW4
5 I- I , I - I ,,,,, 2"X4" LOCATED AT THE END WITH PORTION ( i . I'' , . " . R81N g -ST - . . . _....... d0.
. . .. , .. - . . . . . - - I, I -
I) U LL - - - - - - R'-'e-,- . . . . . . .. .... . , . I - . l -.'�l
1 .'I ... -_ -- - . . .. . PAINTED WHITE WITH BLACK LETTERS I IV . .,
- , j _ I _ - 0 7 i 7, 14, 5 'S,:), 0,c 4 /x/y -4g',94 (W�) . A13,l GROUND
I .- . - - ____ �4__ - - - - , \ ! MARINA ..
- _::`� .
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-- - 11 I 0 D _-, 1\ - ______..._ --.-. --q - - - __ � I __ - ... - - . - - I I /x/V 4g, 34 (/,/j . '. LABELED 11S,I�ERV' WITH .. 3:1
.::: _'y " F - -1 I . - . 0 -
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I - I ___ - -bo - / - . SI-25 /901 4�0' . I - cc: '.'.:.-� :;., ...
111 --/190, � . 1. .
. - - I - . . -1 / 6. ALL 11�5 , 11 �SANCJUARY � .
,
, ,
-[-I - - - . - .. . 1, . . . I_ I �__T - - -.11 1. '. 1. I . . . . i P'19
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. .
C. A 4,1 11 I I I .. , J, _ , " �' ___ . --t ",'97ell .fr1_'57.' P,VjV7 4 " DIA. CLEANOUTS TO BE RAISED TO GRADZ WITH CAST sA.
, �'. " " -/,-/ . . . . . . .. 1. 11 .
N � 133 , 'J�.77T'.., I . I , - I ". . . . �: L3;,fkl
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0. 80 OF# F,ACE 0 . *.. . 'llill Ntzz:� , 1-,9117, R - -,--
CURS, Slif -1-30. 011 I - . /. . .. . - . -11 .1 "i'll 111, -_. 4� m I w. call L_>r-_F"T1J C?eL)51J . . ; Will f - 211
1:_ - -_
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1 " -30"i - ' ts! � 'I., I .. '' � ll'� I
. - -t--- --�- . � .lill I -e;,ll ,v,,g 7 , , ". I I I - - - - - --- - - - PT AMC .
;r ; � V I /Z--. :,rl-4A , WATER NOTES .. . .. . . __ tZA
I" e7 4V ,w �7-- - -, .. -1 ,- - fl-:/,- 7 t ---r� -*V.. �1:gw_ It 0 6)ZAVill E�lll C-L.l Ill E51--- . . -
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. � . . . � I - -_
lel!�_Re2 V4, 14io z 1c, - Isr - . , ; , - , t.. J I . ALL TO . m I I - w
51.0,C I . I- .. /.- ..' ] WATERMAINS TO BE . I . . I. I E M � 4
. 1. .. . . . . . z .. 11 .�.. .
I I I I., ��r � . I I , rH _
. WI;7Z.,�- I I I � I L 40 / Ill "" __ . . 1. . I i / ' . - .11 :... 1�1� i HE CONTRACTOR. .. � 5 ; _�. I 1 U3:
-
C-6.9 1 UE TRA C AR / * 1 14) , ,,, , .- -- I? . . I . � - 4fe 4 � -1 I a I
�
FROV 4-1 1 L�4 PAWKIN6 LOT RAVEMEWT OJETAIJU V E 61,:PPLIED BY . . I jf� 15i 1 221 T
T!CA TE . : . �;� A * w Ill
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. 44,-1 / / 4 / ,. " I Z � . ; -RE7AININC WALL I .- - . I? . I . _, � I
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CONNECT 411 ROOF DRAINS TO STORM SYSTEM.
FOUNDATION DRAINSTO.BE CONNECTED TO CB#1.
2% MAX. PAVEMENT SLOPE IN HANDICAP PARKING STALL.
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SEWER NOTES
1. CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED
UNDERGROUND UTILITIES FOR FIELD LOCATING THEIR
FACILITIES. THE ONE CALL LOCATION NUMBER IS 1-800-424-
5555.
2. SANITARY SEWER PIPE SHALL BE (611 PVC-SDR35-ASTM SPEC.
D3034 MATERIAL OR CONCRETE ASTM C-14 CLASS 3, RUBBER
GASKET. ENTIRE SYSTEM TO BE PRESSURE AND T-V. TESTED.
3. SIDE SEWER PIPE SHALL BE PLACED ON UNDISTURBED SOIL.
NATIVE MATERIAL CAN BE USED FOR BACK FILL PROVIDED
SHARP ROCKS ARE KEPT OFF THE PIPE DURING THE BACK FILL
PROCESS.
4. SIDE SEWERS SHALL BE INSTALLED ACCORDING TO CITY OF
EDMONDS STANDARDS FOR SUCH INSTALLATION.
5. SIDE SEWER" STUBS ON EACH LOT SHALL,,BE MARIMD WITH A
2"X41I LOCATED AT THE END WITH PORTION ABOVE GROUND
PAINTED WHITE WITH BLACK LETTERS LABELED "SEWER" WITH
DEPTH. T.V. AND PRESS TEST.
6. ALL 4" DIA. CLEANOUTS TO BE RAISED TO GRADE WITH CAST
IRON FRAME AND GRATE (LOCKING TYPE).
WATER NOTES
1. ALL CONNECTIONS TO EXISTING WATERMAIN3 TO BE
ACCOMPLISHED BY THE CONTRACTOR. ALL NECESSARY
EXCAVATION, BACK -FILL AND MATERIALS TO BE SUPPLIED BY
THE CONTRACTOR AND BE ON SITE PRIOR TO NOTIFICATION TO
WATER DEPARTMENT TO SCHEDULE CONNECTIONS.
2. SERVICE REQUIREMENTS TO BE ARRANGED FOR PRIOR TO START
OF CONSTRUCTION THROUGH WATER DEPARTMENT CUSTOMER
SERVICE SECTION (TEL.: 771-3202). COPPER SERVICES.
3. CONTRACTOR SHALL NOTIFY OWNERS OF ALL AFFECTED
UNDERGROUND UTILITIES FOR FIELD LOCAT7NG THEIR
FACILITIES. THE ONE CALL LOCATION NUMBER IS 1-800-424-
5555.
PRO VICE ANC1401:3
AP FOR ')-IPE 0y-CR,1c:c0W 44.98
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GENERAL NOTES
1. LOCATION OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE
APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF ALL
UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND
ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS
PLAT.
3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY
OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY OF HIS
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO
AND DURING THE WORK.
4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE
SUBJECT TO THE INSPECTION OF THE ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS FOR ROAD AND UTILITY CONSTRUCTION.
6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION
FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN
OPERATION PRIOR TO CLEARING AND GRADING, AND
SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETE
AND THE POTENTIAL OF ON -SITE EROSION HAS pASsELi.
7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 14 GA.
GALVANIZED AND ASPHALT COATED : TREATMENT 1 OR' BETTER,
CORRUGATED ALUMINUM PIPE 12 GA III V [ of
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-3034)
ASTM D EXCEPT DETENTION PIPE OR AS NOTED.
J
S. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS.
50
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9. ALL ROOF DRAINS S HALL BE CONNECTED TO STORM DRAINAGE
SYSTEM.
.... ... ...
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PER r1c.19 L
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10.. ALL ROOF DRAIN STUBS SHALL BE MARKED WITH 2 11%rAlf
SHOWING DEPTH AND MARKED "DRAIN".
ALL CATCH BASINS TO HAVE LOCKING LIDS.
LEGAL DESCRIPTION
ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 27
NORTH, RANGE 3 EAST W.M., DESCRIBED AS FOLLOWS -
q
BEGINNING 312.4 FEET NORTH AND 30 FEET EAST OF THE SOUTHWEST
CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
SOUTHEAST QUARTER;
THENCE EAST 130 FEET'
THENCE NORT 100 FEE�
H
THENCE WEST 130 FEET;
THENCE SOUTH 100 FEET TO POINT OF BEGINNING.
ALSO KNOWN AS TRACTS 25, 26, 27, AND 28, BLOCK 2, OLYMPI C VIEW
ADDITION UNRECORDED).
SITUATE IN THE COUNTY OF SNOHOMIS H, STATE OF WASHINGTON.
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CITY OF. EDMONDS
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SNOH*OMISH COUNTYI..,WASHINGTON
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Lovell - Sauerland & A ssociates, Inc.
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S ENGINEERS SURVEYORS PLANNERS
PHONE
775-1591
DRAWN
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ALL PLANT MATERIAL SPECIFICATIONS FOR SIZE AND CONDITION ARE
MINIMUM REQUIREMENTS. SPECIFICATIONS ARE IN ACCORDANCE WITH THE
"AMERICAN STANDARD FOR NURSERY STOCK", 1986 EDITION. IF A CONFLICT
OCCURS BETWEEN THESE SPECI ' FICATIONS AND THE "NS.N.S.", THESE
SPFCIFICATIONS SHALL APPLY.
2. SHRUB CONTAINER MATERIAL MAY BE SUBSTITUTED FOR -B&B
SHRUBS, BUT CONTAINER SIZE SHALL BE NO SMALLER THAN A -v3 CONTAINER
AS INDICATED IN THE A.S.N.S. 1986 EDITION.
3. ALL WIRE TIES/TWISTS TO SECURE TREE STAKING SHALL BE TURNED
TIGHT AND ALL EXCESS WIRE SHALL BE CUT CLEAN FROM LAST TURN.
4. ALL PATENTED OR TRADEMARKED PLANTS SHALL BE TAGGED WITH
THE APPROPRIATE 'IDENTIFICATION AT THE TIME OF DELIVERY TO THE
PROJECT SITE.
5, ALL PLANT MATERIAL SHALL BE NURSERY GROWN, IF COLLECTED,
PLANTS MUST HAVE BEEN HELD FOR 9 MONTHS INA N`URSERY,
6. NO MANUFACTURED ROOT BALLS WILL BE PERMITTED,
7. WEEDS IN THE TOP OF THE ROOT BALLS MUST BE REMOVED OR
HERBICIDE TREATED.
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REGISTERED
LANDSCAPE- ARCHITECT
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STEPHEN G. RAY
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