505 2ND AVE N.PDF111111111111
4805
505 2ND AVE N
--manx— C)
9 0 - 19
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION
..,PERMIT Nrimit Number. -,2214
Issue Date: 211141
A. Address or Vicinity of Construction: %%J A -low, &-�p
4 .
B. Type of Work (�especific)-..,; 0r-;VAJ,-_ QvjVeW!2�j
C. Contractos:,_ 14 Contact:
Maili hg Address: Phone:
k%, State License Liability Insurance: Bond: $
7
D. Building Permit # (if applicable): Side Sewer Perilt # (if applicable):
E. Commercial 0 Subdivision E) city Pro ec y (PUD, GTE, WNG, CABLE, WATER)
mi y g Single Family i t El. Utilit
E] Multi -Fa F1 Other
INSPECTOR: at 6" INSPECTOR:
F. Pavement or Concrete Cut Yes *0 ''G. Size' 'of Cut: x H. ChArg1k_$
APPLICANT TO,,READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold,the City ofEdmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense ofany legalproceedink*�(hcluding defense costs, and attorney fees by reason ofgranting thispermit.
THE. CbNTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATER'&ES-FOR A PERIOD OF ONE . Y��,Al I FO LOWING THE FINAL
ET A TCH
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNI E FINAL IT
IS COMPLETED B Y CIT Y FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANY THE AP �;C�ANITr
Consfructi�on drawing- 9f proposed work required with permit application r 011�
A 24 ho�r �otice is reqifired for inspection; Please call the Engineering Q -�isiWn, 771-02
Work and material isio' be inspected during progress-. and at compleilon.
Restoration is to be in" accordance with City Codes.
.Street shall be keptcreqn.at all times.
'""Traffic Control- andPublic S-a"f'ety shall be in accordance with City.rWulations as quired b'S, the City Engineer.
All street cut ditches shall be patched with aSDhalt or City approved material prior tolthe end of the working day;
NO EXCEPTIONS.
Ihave read the above.�tat ment rst epiermit requirements and thepink copy'of th e�permit will be
_M
available -on- -si __e r in e on u oses:;
0�1
Date:
Sign�ture.
z5�� (ContracX�h�ent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPRO'%TED,BY: AaaeM I
TIME AUTHORIZED: VOID AFTER 9A_ DAYS
SPECIAL CONDITIONS:
RIGHT OF WAY DEPOSIT �
DISRUPT16N FEE/FUND 111:
RESTORATION FEE:
PERMIT ME:
TOTAL�FEE:
RECEIPT
.J
ISSUED'B.Y:
6"44 alL
NO WORK SHALL BEGIN PRIORITO . PERMIT ISSUANCE
En g. Div. 1994
FIELD INSPECTION NOTES
Comments:
Diagram
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION El YES 1:1 NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
PLANNING. DATA
SINGLE FAMILY RESIDENTIAL
S TREE T =FILE
Name: m4ywkes
Date:
Site Address: 61
P Ian Check
Project Description: ll+ddn
Reduced Site Plan Provided: (YES NO)
Zoning: P-5 —6
Map Page:
Corner Lot: (YES 10
Fla6 Lot: (YES(O
Critical Areas Determination #:.;2,00'7 -4�V,6�2
Study Required
waiver
SEPA Determination:
>I�Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setback.5
Street:
Side:
Side:
Rear: ps-
.-Actual Setback�'
Street: 37
e.,�
Side:
Side:
Rear:
El Detached Structures: cv ra-(
11 Rockeries: V;
El Fences/Trellises: 0
r ay Window _/Projecting Modulation:
EE11 S t5a i r ;ss D—e c k
c
"eight
Datum Point:
Datum Elevation: -4-100
Maximum Height Allowed:
Actual Height:
/ / 7- 3 5—
Other_
Parking Required:
Parking Provided:
Lot Area: 11, lq?,
Maximum Lot Coverage: 35% Proposed: 9�0 0
Lot Coverage Calculations: 4- 4 ) +,/ -2-- - 7--,� 0(o
t DU Created NO) -72& lor�kelw-710 AS ap-�P,-/gf Sp
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Comments
tl -4
PL-,\J',1nY7-,no,11 lvpeW &nc�,&W, 77�,17 IIA90 -7
Ak
Plan Review By:
Ptanning Data Fonn 04-11-06.doc
STANDARD
JER:
';3Q0Tr �APy4g��-
DETENTION SYS TEM- WORKSHEET
(5.000. SF OR LESS)
A
RESS: CAM BY:
t5-r.*S 2W Aoe7- Kj PHONE:
DATE:
:RVIOUS SUFACE AREA PIPE DIA. LEE= tir
PIPE LENGTH ORIFICE
HM ELEV
4ED
rLINE---%
FOOTING DRAINS SHALL NOT
DETENTION PIPE LENGTH
1 0.5% TO 1 .0% SLOPE
UPPER CATCH BASIN
-71
NV. ELEV. ff
CONTROLCB
BE CONNECTED TO
[ OCKING LID (TYP)
IM ELEV. IL-00
F 6' Min. clearance
Measured from top of
Ir Cone. box or riser,
DETENTION SYSTEM
TO CITy CONVEYANCE
INV. C( 1. C) C)
ELEV.
91. IIN '*�CONTROL
RIFICE
RIM ELEV,
INV. ELEV. qS- 75
2'X2'X112" DEEP CONTROL CATCH BASIN
4*-S" QUARRY SPALLS, OR EQUAL)
FROM CONTROL C IWO' COVER
E]
L/SHALL BE PERPENDICULAR CONTROLCB
T�
TO SPREADER TRENCH [,,,—TRENCH SHALL BE LINED
PERF, PIPE SHALL BE NTH MIRAF1 &ON TOP
LEVEL & CAPPED AT ENDS'-----�
R [PRAP OUTLET 18"WASHED ORAINI ROCK
SPREADERTRENCH
NOTES
0,LL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
eSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS.
9sponsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
vner, Material accumulated In the storage pipe must be flushed out and removed from catch basins to allow proper operation,
is outlet control orifice must be kept open at all times,
CITY STORM
CONVEYANCE
SYSTEM
-SPREADER TRENCH
.SHALL BE AMIN,
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
RECEIVEDi
NOV 1 5 2007
BUILDING DEPT,
TE 7-\ "\ C-,PN
%0.
APPLICATION
for
The City of Edmonds SEDE SEWER PERMT EASEMENT No . ..........................................
NEW CONSTRUCTION C] REPAIRS C]
113-00400
OWNER.......... Elsie ... S.mi-th.-Se.1mes .................................................... CONTRACTOR .................................................................................................. PERMIT No . ......................
ADDRESS------ 505 ... 2nd.-A-v.e-. --- U - ------------------------------------------------------------
LEGAL DESCRIPTION: LOT No . .............................................. ELOCK No . ............................................
NAMEOF ADDITION .........................................................................................................................................
Dye Tested On Sewer 1972
Approved:
DATE................................................ By ......................................................................
#P20
Critical Areas Checklist
CA File No. c�W UD-1 VDV3
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location:'
2. Property Tax Account Number: 2-70 - 32_t�_ 0020 4-Goo
3. Approximate Site Size (acres or square feet): i A4- _--esz
4. Is this site currently developed? no.
If yes; how is site developed?. :50-�,&tJO FA+A(LY PcOM9
5. Describe the general site topography. Check all that apply -
less than 5-feet elevation change over entire site.
Rolling: slopes on. site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance -of 66-feet).
Hilly: ''slopes presefit.on site.of more lhaftl.5%- and less thah 50%(o�veifi��al riseof 10-feet
over a horizontal distance of 33 to: 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describey:
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal standing water: 00 1315 Approx. Depth:
What season(s) of the year? OAS
8. Site is in the floodway floodplain of a water course.
il 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year?
10. Site is rimaril f ested ;shrubs mixed
"or a
w
-)s etc)
wn, shrul. meadow
Mr'ban MaZnTd;Map e d' �0(lra
scape _: n shrubs etc� r
11. -Obvious wetland is present on site:
For City Staff Use Only
1. Plan Check Number, if applicable? fVA Rut) Q4:�Z I
2. Site is Zoned? Es— 6
3. SCSinapped soil type(s)? -i�ry_ S-C�Vldy loom
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area? - AJ 0
DETERMINATION
STUDY REQUIRED -WAIVIER,
Reviewed by- (K_�710
#P20
'0C. 1 %9',,
City, of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this fdrm is to
be filled out by any' person preparing a Development
Permit Application.for the City of Edmonds prior to
his/her submittal of the application to the City.
'Me purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The infonnation
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Cri%E"J?1fM, maps, 'or soil
surveys).
APR 2 5 2007
PERMIT COUNTER
t�
Date Received: 0 4 V2,007
CityReceipt#: gEALQ!tb1A
Critical Areas Fife#:
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must fill out the checklist sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, 'in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City.of Edmonds harmless from any and all damages, including r easonable
attorney's fees, arising from any action or mi; fraction based in whole or part upon false, misleading, inaccurate or
incomplete information famished by t�e 4pplicant, his/her/its agents or employees..
By my signature, I certify that the irfo and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized tommappliqation on the behalf of the owner as listed below.
SiGNATuRE OF APPLicANT/AGENT
DATE 4 o,7
Property Owner's Authorization' I
By my signature, I cer* that I have authorized theLve ApplicantlAgent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and_posting attendant to this application. 11
SIGNATURE OF
Owner/AppHeant-.
g:�;60-Fr �- -
Name
(-;�
Street Address
city �tate Zip
Telephone: 4Z�' 697
Email address (optional):
DATE
Applicant Representative:
Y—E,14
Name
P o %x -711
Street Address
"95M I W�k qft-31
City State Zip
Telephone: 501 W1 —;1 %0 -
Email Address (optional): VSWA A (P, 6D
(415)-2;, 2 2
1-7 �.o
96.501
FILTER FENCE
LU.-TOTM
Zone P—;,s
COMGF--���
Setb
R d
Actual
Front
Sides
Rear
Other
02
,hA
vAium ruIN I GRADING CALCU�ATIQN5
MANHOLE COVER ON KIGHT-OF-WAY FOOTING: 276 C.F.'
ELEV: 100.00' PAP: 1,964 0Q. FT.
HEIGHT CALCULATION 2(ro" CUT) 952 C. F.
A 96.75' vm(,% tu--Ls
13. 9&.00, " I, TOTAL EXCAVATION: 1,260 C. F.
C. 97-75' kA� [11.116 EROSION CONTROL
P.9-6-50, FILTER FA[3RIC FENCE ON
TOTAL /4 = 97.25 NORTH, WE5T, & EA6T PROPERTY
IMPERVIOUS 5URFACE CALCULATION TOTAL OF 364 L.F.
EMOTING 13UILPING ROOF OUTLINE 1114 5Q, FT,
COVERED FRONT PORCH 1200.FT.
EXIOTING, DRIVEWAY 2,52.75!5Q. FT,
REMOVED EX15TING PKIVEWAY5 (422.50 5Q. FT.)
F'KOPO!3EP ADDITION 764 5Q, FT.
PKOPOOEP PATIO 229.30 5Q. FT.
PKOP05EP NEW GARAGE 95&5Q. FT.
PKOPOOEP NEW PKIVEWAY 1352.65 5Q. PT.
(CONCKETE)
TLO?T b ff��4VYga. = f 42.7-3 011. IT.
F
LOT COVERAGE 33.5% (INCLUDEC? PKIVEWAYO)
v! POIN*r:100.00'
H
F -OF
d(3"T -WA'y CON10TRUC110N PERMI'r
AND INIPEcTION.REQUMED
NEW C13 #2 TYPE Ll
KIM 101.00,
INVK IN 97.00'
INVK OUT 97.00'
NEW C13 #1 TYPE L1
KIM 101.50,
INVK OUT 97.50'
10
OsED
'es
t
ace /
co Ifi
M XNA
C;IG & SIDEWALK �ORM
1,48pEp-flol,4S REQUIRED
ZVI"=
PLOT PLA UP-1 i �E-E' �� e13- k J` , ` 0-5
SCALE: 1" = 20'-0" FEB - 5 2008
eUIj
j)IN(2 DEPART"'
"TREET RE
C)
z
<
Z
Cq
U
C)
10
0
Z
LU
2.09.06
TVISIONS:
1.06.07
2.02.07
PRINTED:
was ...... I Po I MW a M I M I M I M I WE I W I M a M a M I M 1 .0 1 Mo. M I an I on. M 2 — I M I M I = I M I I — I
CONSTRUC Quy-SEQUENCE ALL EXPOSED SURFACES TO BE
i If COVERED WITHIN 2 DAYS
1. PRE-CdNSTRUCTION MEETING OWNER/CONTRA�TORS IS RESPONSIBLE
CONTA& COE ENGINEERING FOR EROSION CONTROL AND DAMAGE
TEMPORARY CONS-r�UCTION ENTRANCE RVQUIRED
\\RIGHT-OF-WAY CONS�RIJCTION PERMIT
& INSPECTION REQUIRED
4PCEPTABLE TIGHTLIN� MATERIAL
SDR 35
SC� 40
N-112
F81',O HANCOR
C/G4 SIDEWALK FORM INSPECTIONSiREQ!D
WA�ER & SEWER INSPEdjIONS REQ!y
j-----------------------
K=25'MIN.
12" MIN.
`V'- 5" QUARRY OPALO
'-0
0
01
01 4,1
I-11AI
*/_0 � 4
S'�� S17" 4,1
so; IIZS llz/ -a,
4 '/ 14ISS
EXIOTING DRIVEWAY PROVIDE FULL WIDTH OF INGKE05/ EGKE!3!3 AREA
I TEMPORARY,
tmob m4b, "mim. 1; amm. tg" ws; at 1 ROAD ENTRANCE DE IL
TEMPORARY ROCK ENTRANCE
2X2 PF
FILTER FAL3RIC OR 5ETTEK
CONTINUOU5
EROSION ONTROL F"LAN THROUGH
TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES I ------------------- FILTER FENCE) TRENCH
1. Maintain natural vegetation for silt control where possible.
2. Temporary erosion sedimentation control facilities shall be constructed by placing siltation
control filters around swales (natural or manmade) and shall be maintained in a satisfactory
condition until such time that land clearing and/or construction of permanent drainage facilities
are conipletied and operational. Facilities shall then be removed and the site restored to the original
or final design condition.
3. As construction progresses and expected seasonal conditions dictate, more siltation control
facilities may be required to insure complete siltation control of this property. Therefore, during the
course of construction, it shall be the obligation of the contractor to address any new conditions that
may be created by his activities and to provide additional facilities, as may be needed.
4. ESC Minimum Requirement - Stablization of Exposed Areas. All soils exposed by land disturbing
activities shall be staliblized by suitable application of EIMPs, including, but not limited to, sod
hydroseeding, or other vegetation, plasitic covering, or mulching. All 8MPs shall be selected,
designed and maintained in accordance with the Manual. The exposed soils shall be stabilized
according to an approved timetalbe, (Typically, no soils shall remain exposed for more than two (2)
days from October 1 through April 30 and no more then seven (7) days from May 1 through
September 30)
9,,. Construction Access Route. Construction vehicle access shall be, whenever practicle, limited
to one route. Access points shall be stabilized with quarry spells or cruched rock to minimize the
traicking of sediment onto public roads. If sediment is transported onto a road surface, the roads
shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling
6r sweeping and transported to a controlled sediment desposal area within 24 hours. Street washing
shall be allowed only after sediment is removed in this manner.
6. ESC Minimum Requirement - Manintenance. All erosion and sediment control BMPs shall be regularly
inspected and maintained by th owner to ensure continued performance of their intended function. All
maintenance and repair sahli be conducted in accordance with the manual.
7. ESC Minimum Requirement - Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed
in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with ESC
Requirement No. 2.
8. ESC Minimum Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during
construction shall be protected so that storm water runoff shall not enter the conveyance system without
first being filtered or otherwise treated to remove sediment,
A. Fqr, Minimtjm RRntjirPmPnt - Prntprtinn nf Adisrpnt Prnnprtips. Adisnpnt nrnnprtip.-;.-;hF;l hp nrntprtpd
7/6' WA6HEP
GRAVEL
FLOW
13UKY FILTER FADKIC "'
IN GFAVEL-LIN=-L) TRENCH
MOUNP ON 50rH 51PE5 OF
FENCE AT THE 5UKFACE
31 0" O.C.
SCALE:
AppVIONJED AS NOTED
IFEAEING
21—
13UKY E30TTOM OF FILTER FA13KIC IN TRENCH
2x the spacing of City of Edmonds Requirements
FILTER FENCE DETAIL
NOOCALE
sm
FILTER FADKIC
211-411
QUARRY
OEALLO
TOP OF OWALE FLOW
----- --- -------- --------- --------
- - - \- ---- -------
I
R
2X2 OF
OR DETTEK
RECFEIVED
�i� /
jW:j
NO V 1 5 ". I
BUILDING DEPT,
Q
Z
CZ
0)
<
Z
U
Z
0
00
0
LLI
2.09.06
1VISIONS:
1.5.07
PRINTED:
NOOCALE
RESUB
DEC 13 2007
BUILDING DEPARTMENT
CITY OF EDMONDS
c 5 � 4/� 7A � 171
RIESUB
FEB - 55 2008
BUILDINIG DEPAR'WIEHAT
C-�-r;`Om CDMONDS
/P,I.-
V C7--
RECEIVED
NOV 15 2007
BUILDING DEPT.