19421 81ST PL W.PDF111111111111
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19421 81 ST PL W
NOTICE:
The information on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of �Eclmonds does not warrant the
accuracy of anything set forth on these
map(�_). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information sho,wn on
...,_tf�e -map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may* not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
ernptoyee-s o-r office-r-D shall be 1--ia-b-11--e for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
wCITYI.OF EDMONDS Call pRospect 6-1107 when work
CIVIC CENTER — WATER -SEWER DEPARTMENT is ready for inspection. (No InsPe- N? 2175
tions Saturday, Sunday or holidays.)
SIDE SEWER PERMIT
-----------
ADDRESS ------------------------- 1-9��al ... ....
W.E. Botsford C&U .... ....................
OWNER---------------------------------------------------------------------------------------------- CONTRACTOR --------------- - - ------------------------------------
May 31 .......... 19. 6.7.., for ........................ days to REPAIR or CONNECT a side sewer
Permission is granted -----------------------------------
with City Sewers in accordance with application on file and governing ordinances -
ATTENTION IS CALLED TO THE FOLLOWING: nstruct sewer inside property line. A licensed Side Sewer Contractor must
NOTE No. 1—The owners of the property may obtain a permit to cO y portion of sewer before it has been Inspected.
be employed to construct side sewer in street area. Do not cover an
ing ordinance 11.16.030 and Regulations governing side sewers when YOU get permIt.
NOTE No. 2—Obtain full information regard rty line; minimum grade of 2%.
NOTE No. 3—Top of sidle sewer must have at least 30 inches coverage at property line and 12 inches inside prope
No bends in grade sharper than % will be permitted. estored to original condition. Contractors shall be responsible for
surface of street r
N No. 4—Trenches in street must he water settled and
failure due to improper work which may develop within one year of completion. to do any work on the main sewer or its appur-
NOTE No. 5—It is unlawful to alter or do any other work than Is provided for in the permit, or
tenances ex _ept to insert the pipe into the wye.
3 t5%5-
APPLICATION
for
The City of Edmonds UKEET FILE SEDE SEWER PERMIT
NEW CONSTRUCTION V REPAIRS
14 9, r
It/ . .................................
OWNER ........ !�7/ ... .. ....
ADDRESS ..... ........ D .... .........................
LYNN PLANT
EASEMENT No....
/- / Q
CONTRACTOR ........... C ... CL --- zt --------------------------------------------------------------------- PERMIT No.
LEGAL DESCRIPTION: LOT No. ................................... BLOCK No . ...........................................
NAME OF ADDITION ........... J� ... 4 .... 0
C/,
APPROVED
MAY ;j IS67
Approved:
'57 6'17 -"e:�
DATE ... . ....................... z ............. By
.............................................
41
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREE
Name:
Date:
Site Address:
lqq�-1
Plan Check #: �'cZ �o 70
Project Description: Addti
Reduced Site Plan Provided: (gt NO)
zoning:
Map Page:
Corner Lot: (YES /90
Flag Lot: (YES
Critical Areas Determination #: 7,0
U-Study Required -U`05(u�-\
El Waiver
SEPA Determination:
_tZ�Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
St t:
Sid
Actual �10 ,�r,019,osea 71
Street:
-7 5-1t i
Side:
3 ��,
Side:
1 /7-- :1t::
-7 0
0::�;tached Structures:s/v-(y
El Rockeries:
Eg-69FTr—elli-se—s.,/Io�--5-ho,.w
El Bay Windows/Projecting odulation:
Z-Stai[jt�: (tAf
Height
Datum Point: , VVM r 1/11 //1 f-
Datum Elevation:
Maximum Height Allowed: C 1 ?-6.7 S-)
Actual Height:
Other
Parking Required:
Parking Provided:
Lot Area: -10 0
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: CA C 4 t-- 494rw( i -f- -Z q a r 4 4 0 't V,90)
7=
ADU Created: (YES
Subdivision: 5 C-,Z-rt
Legal Nonconforming Land Use Determination Issued: (YES
CommenL5
rVi l, -L/1 - )
loq -
qj 7 /q.: ta -7 5
10� S- — 14.7 5 '/,toy -
ell
j 4,n
I/ �— I VU
Plan Review By: q
Planning Data Form 04-11-06.doc
1
Mwit �_YTYV_ E43rl- LAlwa-
-N
FIGURE C.2.1 TYPICAL ROOF DOWNSPOUT SPLASHBLOCK DISPERSION
roof .......
..........
do%vnspout
serves up
to 700 sf.
of roof
50-'min.
vegetated
flow path
splash
block,
downs po tt e>1 emi on
NTS
splash
block
Residential Construction Energy Compliance:
I
AIR BARRIER AND INSULATION INSTALLATION TABLE R402.4.1.1
COMPONENT
CRITERIAO
Air barrier and
A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a
thermal barrier
continuous air barrier. Breaks orjoints in the air barrier shall be sealed. Air -permeable insulation shall not be
used as a sealing material.
All cavities in the thenrial envelope shall be filled with insulation. The density of the insulation shall be at the
manufacturers'product recommendation and said density shall be maintained for all volume of each cavity. Batt
type insulation will show no voids or gaps and maintain an even density for the entire cavity. Batt insulation shall
be Installed in the recommended cavity depth. Where an obstruction in the cavity due to services, blocking,
Cavity insulation
bracing or other obstruction exists, the baft product will be cut to fit the remaining depth of the cavity. Where the
installation
baft is cut around obstructions, loose fill insulation shall be placed to fill any surface or concealed voids, and at
the manufacturers' specified density. Where faced baft is used, the installation tabs must be stapled to the face
of the stud. There shall be no compression to the batt at the edges of the cavity due to inset stapling installation
tabs. Insulation that upon installation readily conforms to available space shall be installed filling the entire cavity
and within the manufacturers'density recommendation.
Ceilingtattic The air barrier in any dropped coiling/soffit shall be aligned with the insulation and any gaps in the
Ceiling/attic
air barrier sealed. Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be
sealed. Batt insulation installed in affic roof assemblies maybe compressed at exterior wall lines to allow for
required attic ventilation.
Comers and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The
Walls, Windows,
junction of the top plate and top of exterior walls shall be sealed. Exterior thenrial envelope insulation for framed
skylights and door's
walls shall be Installed In substantial contact and continuous alignment with the air barrier. Knee walls shall be
sealed. The space between window/doorjambs and framing and skylights and framing shall be sealed.
Rim joists
Rim joists shall be insulated and Include the air barrier.
Floors (including above.
Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier
gar2ge and cantilevered)
shall be Installed at any exposed edge of Insulation.
Where provided in lieu of floor insulation, Iniulation shall be permanently attached to the crawlspace walls.
Crawl space walls
Exposed earth in unvented crav,4 spaces shall be covered With a Class I vapor retarder with overlapping joints
taped.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit and installed to the correct density without any voids or gaps or
Narrow cavities
compression. Narrow cavities shall be filled by insulation that on installation readily conforms to the available
cavity space.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures Installed In the building thermal envelope shall be air tight, IC rated, and sealed to the
drywall.
Batt Insulation shall be cut neatly to fit around willing and plumbing in exterior walls. There shall be no voids or
Plumbing and wiring
gaps or compression where cut to fit. Insulation that readily conforms to available space shall extend behind
piping and wiring.
Shower and/or tub
Exterior walls adjacent to showers or tubs shall be insulated and air barrier installed separating showers and tubs
from wall.
Electrical/phone box
Air barrier shall be Installed behind electrical or communication boxes on exteriorwall or air sealed boxes shall
be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall.
Fireplace - IAn
air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors.
footnote a In addition, Inspection of log walls shall be In accordance with the provisions of ICC-400.
,�+ q4-16ecite,
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11,09
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ME-1
A Y PLANNING
15(,P �,o N 0 � -7 o
Zone- Comer - Flag—
Sq.tb - v r, dd
Arks !�MuLrqd __ASIMI
Front cAl 'nrf-
Sideslvlf 5- 35-L/7.
__j-=7_ _�L
Rear Lr 13-
Other
1 Le L-,'�, t 1q. e5-
M k
r
I r Al i
L
0
L10
4-j—
PLASTIC COVERING" ir E1.20
STOCKPILES
ANCHOR WEIGHTS WITH STAKES EXCAVATE TRENCH 8' DEEP
AW WATZE�
I !-I T T-' WHERE STRA�d BALES WILL
BE PLACED AND STARE' BALES.
oil
10, MAX
OIL BERM
1% -1 TL
AW BALES TTL-L
L4 TTI
IT IT TTI 11.
TWO STAKES PER BALE TO
=4
AIN POSITION
MAINT
CONVEY RUNOFF TO APPROVED LOCATION. -STRAW BALES AS
REQUIRED.
CUT SLOPES
r-1 T1% I I
BURY SHEETING IN 4 IN. X 6 IN. TRENCH. A ANCHOR WEIGHTS WITH STAKES
OM
CKFILLAM
MINIMUM OF 8 FT. SETBACK FIR � TOP OF
SLOPE. BA low MAX J I I—.. A 4 VA
7H- WASHED ROCK, CONVEY RUNOFF TO 6
APPROVED LOCATION.
fill Z
V. I
V I
J
"Itu
MVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED.
10' MAX
CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE INSPECTION REQUIRED ON
TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A 3' MIN. STRAW BALES T13 INSURE PROPER ERDS113N CONTROL. CONTROL METHODS EROSION
MINIMUM OF 3 FT.SETBACK FROM BOTTOM BEFORE OTHER
SLOPE. BACKFILL WITH WASHED ROCK. WORK CAN BEGIN. u V J
01F ED
City of Edmonds
67. =1
CONVEY RUNOFF TO APPROVED LOCATION.
Site Classification Worksheet <
REASON- TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPESAND
DISTUREIM AREAS THAT CANNOT BE COVERED BY MULCHING & MATTING
(1��:.+ Loo
Page 1 of 2
SYMBOL: cps
15, .-.. -
The project's Site Classification will dictate the specific stormwater management U
�11* 0
requirements applicable to your site. Completing this worksheet will help determine the amount of Nothing in this permit approval shall be interpreted as
regulated impervious surface and whether your project falls into the classification of a Small Site allowing or permiffing the maintenance of any currently
(Category I or Category 2), or a Minor Site. Please reference the GlossW�� (12p. 10-11), Fimes D and existing illegal, nonconforming or unpermitted building. watwor, MOW- Am
structure or site condition which is outside of the scope
E, (p6. 8-9), and Examples (p J.
12. 11-12). to assist with completion of this worksheet. of the permit application, regardless of whether such
ite plan
building, structure
or condition is shown on the s
or drawing. Such building, structure or condition may be Q
1) Is Permeable Pavement' Proposed For Use on this Site? the subject of a separate enforcement action.
Yes
Refer to Stonnwater Supplement Chapter 5.1 0
y
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total -bpi IS RESPONSIBLE
100 OWNEF 't %J I
U 0 1 A N D D R 1`0 NA CH
permeable pavement area in the calculation of Non-Regglated, Rgplaced and/or New 'TCR RESPONSIBLE Lam FOR ERYSION 00,�l R
areas in the table below. impervious surface 0 NER/CONTPJ . = UA
F R LOGAVING 11L ON -SITE UTILMES. UWND
R LOCATIOWASION TO ANY UTILITI
M REQUIRE8-:PARATE PERMIT
2) Determine the Amount and Type of Eidsting & Proposed Impervious Surface for the Site U1, =0
Refer to Stonnwater �=Ieinent Chqpter 2 and Fig. C
t
11MI: Identify the Non -Regulated Impervious Surface Area. tildlai - .41
A F-) i�EfjGRd `RING
Ling 2: Identify the Replaced Impervious Surface Area, dividing the total between Exemp and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt Applicant shall repair/replace aff damage to
under certain conditions. Refer to the Glossary and Figure D. utilities or frontage imprOVementa in City
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or nght-of4ay per City standards that is caused
after the date of annexation into the City are regulated & should be included in this total unless they can be rmitted project.
or occurs during the Pe 10 (1Z. 4
categorized separately as a Replaced -Regulated area.
>
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city 4 k'
-approved stormwater management system.
Line 6: Enter the sum of the value in line 4 less the value in Line 5 to identify the total Regulated area in which T
stormwater controls have not yet been apolied. I
Line 7: Identify the total arda proposed to be mitigated through the use of Low Impact Development Techniques. W__ W-0
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques. NM& VILLUS E WE)
Provide a copy of the following table on the drainage plan sheet for the proposed project 19. n-JPt.t.. qOV C 7 2014
Line
Type
Area (square feet)
Non -Regulated
>
Exempt
Regulated
2.
Replaced
3.
4.
New (Post 1977) 4 44444 44 4
Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
+
S.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
f Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
ler
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
-^U-VW LM WU -�r-2 V7 Sf. 131.11.1)ING l)=_PARi-)MEl T,
IL (;b&� Avoitlw CITY OF MONDS
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f 11 _: - .. ..
00
STREE r F1 I
"lap, Oum -X tt 201
h. Ato t�
[4�4mc 7 ~SHEET~
+ _S
TAlL I P6tvIVUS -POST- 1117V)ISS. 0' SEP 29 201114
7 T11.
J I
k MeftolO
octtc
(e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic Iatdces filled with turf or stone) U7�0(/J6
5,
Revised on 310512012 E72-SWM_Erosio?�_Control-03.05.12.doc Page 5 of 12 fil I
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