21909 78TH PL W.PDFlill 11111111
6716
21909 78TH PL W
ADDRESS: Z-Iqoq
TAX ACCOVNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: Conditional Waiver- Study Required E] Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required E] Waiver
DISCRETIONARY PERMIT #S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
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 USEIENCROACHMENT PERMIT#:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
14-
#P20
C,
. ity of Edmiohds
Development Semices.Department.
Planning Division
Phone: 425.17-1.0120
Fax: 425.771.0221
The Critical Areas Checklist contained oh'this"forin is to,
be filled out by -any person preparing. a Development
Permit A
pplic.ation for. 1he City of, Edmonds'., prior -to
his./her submittal.o6f the a0plication, to the:City.
The pxup6se of the Checklist Js to enable City staff to
determine whether, any yotential Critical Areas are, or'
Date'Recelved: V. (o 1 .3 0 / )�,00 (.o
City Receipt #; 000 --M K
Critical Areas.File M '4� 16�A 6 4,
Critical AreasChecklist Fee: $136.00,�11
DateMalled to Applicant:'rlv� M-�Z�,
A property bWne , r, or his/her authorized reoreseniativo,
mu . st'fill out the cliec)4ist,. sign and date it, and subinit',it
to the City. Thc,City willreview the checklist, make,d
precursory site visit arid, make determination of:the
subs�44,1��t "steps upcess , ary 'to complete a Aevelqpm6a
permit application.
may be,. presen-tvii the subject property. Thd information Please submit 4 vicinity. map,, along with.the signed copy.
-needed to complete,. the Checklist should be.-.6asily,: of- this form to asgi,A City staff infinding and locating the
available from observations of the'site or'.daWavailable at tpepific piece of property described, on this form. In
City, Hall (CriticAl areas inventories maps, or, soil addition,-. the, app�icdnt,.'phqll inchide other pertinent
suiveys)w ;information (6.g. topogra
phy . map, etc.) 'or
swdies in conjunction wi
th this Checklist to assistant staff
The �undersigfiedappli6ant and his*/its fi.eirs.,, and assigns,, in consideration. on the processing of the application agrees
toxeleme, inderrmih
y, defend and hold the, C-ity.6f tdmonds,harmjeps from, any,and all damag including reasonable
attorney's fees,'.,ari�sihg fi-orn any action. or, ififradti6n based 111,wliole or part tioonjalse, inisleading,, mac'curate or
mc; ' lete information furnished. by the� applicant, his/berlits agents,or employees.
OMP
By my.sigqaWro,j,,peffif 'thi the �ihfbrmation and exhibits herewi submi d am truc,and correct to the best of
.y at th ttC y
knowledge and, that, I am authorized to file this appli' s
�Vori on -the behalf of ;he owhera listed,be,16W.
SIGNATURE. OF APPLICANTIAGENT DATE
,kroo.&tk-6, ner's Auth',orizatiOn
B" signaturej I cer* that 11a , ve authoirized"the. above Applicaiit/Agentito apply forthe s�ibjed'land �use app I h . catid n,
y MY
and giant�my perrmission. for the.ptiblic officii1s,an4thestaff',of the City of'18drnonds4o'enter thersubject
property� for the.,
,purp,oses.ofinspection, and posting attendant,to this application.
SIGNATURE,01? OWNER DATET
PLEASE PRINT CLEARLY
Owner/A Appucant l��preseutative:,
pplicant:
a q
Name
ZA -z 4
Street Addrdss Streei Address
�vI4-
'13 rL6.r 9S-6, 3
City State city: gti�. e "Zip
"Zip
V
Teleph6ne: 61eph
one
Email addren (optional): Addtess�.(Ppodnal)-..
46 'IAL.; ' - ' I ' I ' I ' I .
#r"20
Ctitical Areas'Checklist
C AFilbNo:,
Ite Enfoi-mation (soil /to ography/hydrology/ve etaiion)
1. Site'Addtess/Lpcation: '1 *0 1 1 -Z Z,0 77� S7 S(,,)
�r(i�eit�T-.ax'Acc'ouht�Nimb46.,
_Otluop _�g; owualobr)�Z.,Olg..di�
3.
4.
50
Approximate �ite Size- (acres.orsquq
ge feet)-., -3 -7 S
-is-d-dsiitecurreritlydeveloped?,_)�yeg;' no.
,yes, "site: oevejopozd?. C)U� PL 41
Des dfibe' the geft eral 'site t6po'graphy.;Check all that apply.
flat: Iess than 5-jget elevatiori chan tir
ge over en e site.
'Rollin
. ..... g:, slopes on site,: generally. less than. 15% .(a vertical, rise of 10-fe t,ov'
e er a horizontal
distance of 66-feet).
'Ailly: slope$ 0iesent-,' site -of than'15%,and less'
on more, tham50% (a vertical rind 10406t
over..a horizontal distance of '33 to 66-feet).
Stee a
an 3 present on site vertical, rise: of 16-feet over, a horii
p: grades of greater th �'M orital
distance of. less,than,33404A),
Other (please describe):
Site-contailnsaxeas of year-round standin ater: N D th-
Approx. ep
Site coAtaft' ar as of seasonal standing
is e water.- ;.Apprbxi Depth:
What seaso4(40 f the year?
'course.
Siteism'thefloodw4y. jkjb flood 1Y 0
ain d awater,
Site contains a creek,or an area where water flows across the gr
ounds surface? Flows we ar-round?
A cL i-X I
lowsare seasohali W_4TIS v&—(,W'-hat iirnie of -year? &,67T-' J_k�o.
Site isprirnar#Tjoiested
mea.dow shrubs' nuxed
urban landsca W,Qawn,�s.hrubs etc)
Obviouswetland is present on.site:
4. Critical. Areas iny6ntdry of CiA, map: inditates.Critical'Area ort.Mte?.
Clip
.5. -Site 'thiha ' "WaL
W1 esign4 earffi subsidence landslide -hazard area? )Vn.
DMRMINATION
WAWER
R E C E 7V 17-7 3
JUL V Luli
DEVELOPMENT SERVICES
COUNTER
STATEMENT OFPLAN REVIEW SERVICES AGRE EMENT
&
ACKNOWLEDGEMENT OF REQUIRED
i
DISCRETIONARY APPROVALS
am the ownc(!/;ag�entJbr the..ow-fter, for a
building permit to construttion im rovcT
I p Xnts upon real property located at:
.0-
in Edmonds, Washington. I acknowledge that, pursuant to term's of this agreement, the Building Permit
Application I have submitted will be accepted for review by the City concurrently with the review of any
necessary discretionary project permits or approvals required by the provisions of the Edmonds
Community Development Code. I Also acknowledge that the City shall not accept ail application for
building permit that is not complete a's determinedby the minimum submittal re uirem nts published by
q e
the City which I have read and understand. In signing this form, I acknowledge that I have submitted all
necessary documentation in order to make a complete application. for a building permit, The City
determined that the discretionary application(s) forthis project were deemed complete on
(date).
I acknowledge that Any plan review fees paid in connection with this application are solely for the
expenses and cos ts associated with review the plans as I have submitted them, and do notientitle me to
any right or clainito the issuance of a building permit. In consideration for the consolidated review of the
building permit application concurrently with any required discretionary project permits or approvals, I
hereby acknowledge and agree to be bound by terms and conditions of t his agreement as.set for herein.
L The required discretionary project permits or approvals for'this project currently include, but are not
limited to the following:
EJArchitectural design review ...... o ......... I .................. o ...... i. Hearing date:
F1 Subdivision or short subdivision ................................... Hearing date:,
n Planned residential developffi ent ..... ............................. Hearing 4ate:
E] Conditional use permit ................................................... Hearing date:
nVariance . ...... I., ................................ .............................. . Hearing date:
n Critical areas determination or variance -request ............. Hearing date:
M Qther (specify
Hearing date:
I further understand that additional discretionary project permits or approvals may be determined
during the course of discretionary project review which may,affect plan review timelines and plan
review fees paid tor this building permit application.
2. Any building permit issued and. approved fbr this project will be subject to any conditions or
restrictions imposed pursuant to the review and approval of any required discretionary project permits
or approvals. Such conditions or restrictions may require that the building plans I have submitted be
modified or amended to be consistent with such conditions or restrictions. I understand that additional
plan review fees 'will be required in the event that modifications or amendments to the plans
submitted are required by conditions or restrictions imposed pursuant to a final decision to issue or
grant any required discretionary project permits or approvals. In the event that modifications or
amendments are 'iequire"d, the owner.shall be solely responsible for any and all costs which result
therefrom, including, but not limited to, additional full plan review fees. When additional plan review
fees are required, the fees shall be paid I in full prior to the commencement of additional plan review
by the City.
3. No building permit will be approved or issued until such time. as a final decision for all required
discretionary project permits or' approvals have been. issued or granted, including the expiration of all
appeal periods. A decision to issue or approve any required discretionary project permit or approval
shall not be considered final until the limitations period for any appeal has expired or until all
administrative and Superior Court appeals have been resolved. In the event that an appeal of a,
discretionary project permit or approval results in new or additional conditions or restrictions which
require modifications or amendments to the building plans, such conditions and restrictions shall be
treated as if originally imposed in the issuance or granting of the discretionary permit or approval.
However, new full -plan review fees shall be required.
4. The building perrni , t application shall expire 180 days after- the building permit submittal regardless of
whether a final decision, including'expiration of appeal periods, for all discretionary project permits
or approvals have been issued or granted. I understand that I may request a building permit
apo lication extension for an additional 180:days, in writing, if filed before the expiration of the
original application. The City may grant only one extension. In the event that the building permit
application expires prior to afinal decisi ' on on the issuance or approval of all required discretionary
permits or approvals; or if not request for an extension is submitted'in writing prior the expiration of -
the original application, then the application shall expire and a new application and new . full -plan
revie . w fees'will be,required.
5. In the event that any applicationfor a required discretionary project permit or approval is,withdrawn,
or. if such permit or approval is denied either by the City or upon appeal, no portion of any plan
review fee shal I be refunded by the City.
6. In the event that the building permit applicant initiates,or requests amendments or modifications to
the building plans after plan review by an applicable City Department is complete, new full -plan
review fees will be required and shall be required to be paid in full prior to the commencement of
additional plan review by the City.
I certify that I have read and understand the terms and provisions of this agreement for plan review
services and agree to be bound by suclferri McGuire,
Purchasing Coordinator, TSC Services, Inc,
Authorized Agent, Belton Homes. LLC
Owner/Agent of Owner Date:
Development Services Permit Coordinator Date:
statement of plan review sery agree.doc 2
01.17.2001
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
IFsTRJ �E T F'IL E
Name:
Date: � -'� 0
Site Address: 0009 78 T) W
Tax Parcel
Project Description:
Plan Check #:
T LD 0
Reduced Site Plan Provided: (YES NO)
Zoning: -10
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination#? (-K&100�00
Study Required
2-waiver
SEPA Determination: ly'\'�')
El Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
0
Side:
<�,
Side:
E—
Rear:
Ts
Actual Setbacks
Street:
Side:
Side:
ear: 7.
E] Detached Structures:
11 Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
Stairs/Deck: �-t: cl- C�
Buildin Height
Datum Point:
Datum Elevation:
Maximum Height Allowed: (LI 1-3 JI
Actual Height:)-Ll'
offier
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 35% Proposed: 3o.?
Lot Coverage Calculations: Lt
ADU Created: (YES / 00
Subdivision: WD - 07 - -a- Q
Legal Nonconforming Land Use Determination Issued: (YES /(��,D)
Comments
Plan Review By:
Planning Data Form 07-14-09.doc
PLANNING DATA S TR EE T =FILE
Plan Review By: Planning Data Form 07-14-09.doc
STIONEBRIDGE, LOT 6
. BELTON HOMES, LLC
3' PRIVATE 16108 ASH WAY, SUITE 201
DRAINAGE
EASEMENT 0 LYNNWOOD, WASHINGTON 98087
> M L64.72' SD _MF ICE : 425-775-8661 FAX : 425-742-8469
N 88'44'53" E STATE- REGMTRA7tCW #BELTOHL883L2
SID—W
390-
6
5,669 sq. tt.
0
�QN�PATIO — — — — —
7.5q�; _ _ _ 9
=386.95 389A2 LZ
PUBLIC c:l
R
cr
p-
z
.INAGE Lo
EMENT 0 1� N 472-,E�/
m G AR,�G E RJ-G H T
cl z MF-;7386.5
0
�\22' ITI
6�5 '�5 1 5'
to
"go
YD
00
7 /5 2 0. 5
�,'l 7'�VPVI
0 22.1'�%
co
10' PRIVATE 4
DRAINAGE >
EASEMENT
FOR LOTS 0 1
2-5 m
SS
V PUBILIC
SIDEWALK
—ASEMENT
rp
" PUBUC—"'
SIDEWALK
EASEMENT://�—
OD
SITE PLAN INFORMATION
PROPERTY OWNER & CONTRACTOR:
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
425-775-8661
SITE ADDRESS:
21909 78th PLACE W.
EDMONDS, WA 98026
LEGAL DESCRIPTION:
LOT 6, STONEBRIDGE COURT
ASSESSOR'S PARCEL NUMBERS:
00461000201500,
00461000201600,
00461000201701
LOT COVERAGE
FOOTPRINT - 1,743 SQ FT
COVERAGE 1,743--5,669=30.8%
5' PL
STRIP
I 1Y OQ
I - WATER
SEIRVCE T-�
7�
OD
�DIRIVEWAY.—.-
C, SD—
rp
... A
co,
�100
<
SS-4� L4
OD -u
LA 10
WA4 co
FIRE HYDRANT
BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE)
A=388.71
8=389.65
C=386.95
D=389.82
1,555.13 -. 4 = 388.78 AVE. ELEV.
MAXIMUM HEIGHT = 388.78 + 25
=413.78
PROPOSED MAX. ELEVATION= 412.83
IMPERVIOUS AREAS
HOUSE/EAVES/PORCH 1,912 SQ FT
DRIVEWAY 551 SQ FT
CONCRETE 247 SO, FT
TOTAL 2,710 SQ FT
l5e-e c6"M45 G11- WIO"— 146
PR0.IFQT RFNIQ MARK
LOT 6 INFORMATION
TOTAL LOT AREA -
5,669 SQUARE FEET
AREAS
MAIN FLOOR
1,104 SQ. FT.
UPPER FLOOR
1,398 SO. FT.
GARAGE
604 SO. FT.
PORCH
33 SQ. FT.
WALKWAY
139 SQ. FT.
DRIVEWAY
551 SQ. FT.
PATIO
108 SQ. FT.
SCALE: 1"=20'
TOP OF BRASS DISK IN CASE AT THE INTERSECT10N OF
222nd STREET S.W. AND 76th AVENUE W. %%W%ii
ELEVATION : 374.92 0' 5' 10' 20'
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION
m IS COMPLETED
cj'( LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
STONEBRIDGE, LOT 6
3' PRIVATE BELTON HOMES, LLC
m DR AINAGE 16108 ASH WAY, SUITE 201
z EASEMENT LYNNWOOD, WASHINGTON 98087
0 ICE : 425-775-8661 FAX : 425-742-8469
-u N 64.72' SD TATE REGMTRATM #BELTOHL883L2
SD —SD
m —390-
m ri�
m 6 p
5,669 sq. ft.
.....,108 Sr . .
z
0
z =1
X"8,�
�QNC.PATI 17.22' co
7.5
CD z r =386.95 40.00' �=389 2'
a 0 <
PUBLI
JNAGE
6mo
EMENT \P�� N 472-/Er/
z 0
t \ I GARA�GE WHT
0 1 \ j -3
MF-0815.5
Co
0
ct p
CD
X C41%
co
�4
(o
tv 1 1 . - �\22'
6.5
0 1PORC
75 20.5- ct 1" WATER
SERVICE
1-7pv
0 22.1"
--igo
00 CONC:'..
RIVEWAY
00
cli 551 -5F
SID
a
c"
C�, 'o.
0�0 1p
-\'bP �,a
CONC. w L co
w
YD 100
A
/01) V P UB C
SIDE
EASEM NT
<
SS m
10' PRIVATE
DRAINAGE
0
M
i pmi-'
EASEMENT 10>
C.-
FOR LOTS ) 5' PLAIN R
2-5 / m STRIP
—SS---
SS SS �SS-4�
PUBLIC 00
SIDEWALK co
-ASEMENT 00
FIRE HYDRANT
SITE PLAN INFORMATION
PROPERTY OWNER & CONTRACTOR:
BELTON HOMES, LLC
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
425-775-8661
SITE ADDRESS:
21909 78th PLACE W.
EDMONDS, WA 98026
LEGAL DESCRIPTION:
BUILDING HEIGHT CALCULATION
(ORIGINAL GRADE)
A=388.71
B=389.65
C=386.95
D=389-82
1,555.13 + 4 = 388.78 AVE. ELEV.
MAXIMUM HEIGHT = 388.78 + 25
=413.78
PROPOSED MAX. ELEVATION= 412.83
LOT 6 INFORMATION
TOTAL LOT AREA -
5,669 SQUARE FEET
AREAS
MAIN FLOOR
1,104 SO. FT.
UPPER FLOOR
1,398 SQ. FT.
GARAGE
604 SO. FT.
PORCH
33 SQ. FT.
WALKWAY
139 SQ. FT.
DRIVEWAY
551 SQ. FT.
PATIO
108 SQ. FT.
^N
uu,9-0 I uuuzu I ouu,
00461000201600, S-ez u v i � S
00461000201701 PROJECT BENCH MARK SCALE: 1"=20'
LOT COVERAGE TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF
222nd STREET S.W. AND 76th AVENUE W.
FOOTPRINT - 1,743 SO FT 0' 5' 10' 2
CCOVERAGE 1,743+5,669=30.8% ELEVATION : 374.92
IMPERVIOUS AREAS
HOUSE/EAVES/PORCH 1,912 SO FT
DRIVEWAY 551 SO FT
ASSESSOR'S PARCEL NUMBERS: CONCRETE 247 SO, FT
TOTAL 2,710 SO FT
LOT 6, STONEBRIDGE COURT
Q F=
-
C/:)
rn
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
06)
--Q
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION
mm
�42IY
IS COMPLETED
0
F,
(,-LOVELL-SAUERLAND & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
0m
cz
TELEPHONE: 425.775.1591
LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
oz,p 2exz -
-1
cD
C,
rl
4
3 -1- TEST REA TI REOAARED A� UTUTI
RR ACTU.
.-.. . - .1 A- TO
A A . - -.T-- -1
F&�L= I -OF -I A
0
I -L I-t A-/10- OR- -ALL CO M
D-L- - 01 EA- LOT.
9
SECTION 30. T.27N., RAE., W.M.
I
STONEBRIDGE
6
&
BENCH MARK
"' " =rX0C
22 S
L-EIAT1737A 12
DATLAA - Ol' IRA. -
.-A.' WIN OF 2- -ET S
-V.T-
IOUS AREAS (RF)
1 2- "1
3
1 211
11: 2
1 2 2rl
=,2
1 22.1 il.,
21 "
� I 57D
22��W IM
TR_ .. __.Ct)
C OUR T PRD
I
77tt_��CE _N1. ITAE
';_� (A D — — I—) - - - - - - - - -
PROJECT CONTACTS
ENGINEER /SURVEYOR APPLICANT/DEVELOPER
GEOTECHNICAL ENGINEER OWNERS
(MAITACT. RAI OXIIS
E_ -- - - - L
I Mc I- "TED
ZIA
STRUCTURAL ENGINEER
LANDSCAPE ARCHITECT
A --
A
OR
STORM ATER
NOTES
SANITARY SEWER & WATER
I .-TE --A I .-M.- 1R.
-C "'
2 TV.— .1. — —1 — . — —
.*E
IT
.-T-. .1 TT0.UR- -I
IOA
;�L EPZNE
-PE
V-w
FR-
-T OT THI
1-1 IN
POLICE PROTECTION
T., A OF A,
A-
' E- '
-- - — ----------
--
E PZTECTION
L.- C-Q). A6-L
AS REM
iwl
OIVIL SHEET INDEX
: AND STE DEVELOPMENT PL.AN
-6 ROAD
PA.
=m'-vr — ,
C2 MSIING CONIDITIONS & DEMOLITION
E.—
Lm=
IIIIIIIIIIIIIIIE 0
Lovell-Saueriand
& Associates, Inc.
IN17 Nth A.- 1,
M to$
L,,. VA moll
z
C3 CLEARING. GRADING AND SNPIPP
z
CA ROAD & STORM PROFILE AND SITE DETAILS
C5 - AND SANITARY SEWER PLAN & PROFILE ZONING
-j
a CITY OF ED ONDS El. E2 & E4 DETALS
C7 aW OF EDMOND E6 & E7 DETMLS
ASSESSOR'S TAX
z
--------
C8 WSDOT DETAILS
PARCEL NUM$ERS
LLJ
C9 TRAFFIC CX$NIROL PLAN
CIO GNNC STRIPING & MONUMENTATION PbkN
MI STORM DRAINAGE PLAN
I-ANDSCAPE PLAN
SITE ADDRESSES
L-I SITE PLAN
MO.
0
L-2 DETQLS
EII0 2M. -.T
P_ .--
Ll
STRUCTURAL PLAN
LWI
4 S
(SEP TE . SET)
=CTURA.
S-1 NOTES
A
FOUND TION
EIVE,
S-2 UO
z
LEGAL DESCRIPTION
<
"L 11 "11R.111 1.* 1. IET LI.Al. 1. 1 1 1 A-1 A-11 11 -1
OT. AI
JUL
16 2o12
-TE
C)
EA.-ATS, RE-- AAI) RE.R- � -RD
I- -T)
o
Rt-D
T-1
RE-D
-AL MR. -TER .1 - I -
AREA - AD AK .-TE. .1
0
A- m K - --Tt
&�"2
SERVICES
NOTE: APPROVAL OF �ESE PLANS DOES NOT CONSTITUTE �VAI-
OF THE SNGLE FAMILY RESIDENCES "D ASSOCIATED SETRACKS. A
SEP TE BUILDING PERMIT IS REQUIRED FOR REVIEW AND APPROVAL
OF THE SNGUE FAMILY RESIDENCES.
PROVED FOR CONSTRUC11ON
aTY OF EDMONDS
-2 �,I -010
1-800-424-5555
v--CAI- .11 E-.- I..
OD..TMOR.At
z
C� 0
z z
iN V)
<
z z-
do
F-
z uJ z
rLLJ 2 L, =>
K �-- 0 0
L) L)
LLJ
L13 m
0
a:
z 0
z
Ln
Lo
U,
AS SHOWN
Cl
49�12
1.. ATTEND PRE �CONSTRUCTION MEETING. . CALL ENGINEERING
INSPECTOR (771-0220 EXT.1326) TO SET.UP MEETING.--
2. CALL FOR UTILITY LOCATIONS (1-800-4�4-5555).
3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND.PLAN.
4. FLAG CLEARING LIMITS.
5. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
E1.1, E1.2, E1.3, AND ALL OTHER MEASURES THAT MAY BE
REQUIRED DURING CONSTRUCTION. INTERCEPTOR SWALE SHALL
BE INSTALLED PRIOR TO SITE GRADING/CLEARING.
6. CLEAR SITE PER. THIS PLAN (DEMO, ROUGH GRADING).
7. CONTRACTOR TO ADHERE TO STABILIZATION OF EXPOSED AREA
REQUIREMENTS AND MAINTAIN DUST CONTROL.
8. INSTALL UTILITIES (SEWER STORM, WATER, POWER, GAS, ETC.).
9. FINAL GRADE/PAVE, MAINTAIN CB PROTECTION.
10. LANDSCAPE, HYDROSEED AND MULCH ALL EXPOSED AREAS.
DISTURBED AREAS SHALL BE COMPOST- AMENDED.
11. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION
MEASURES ARE INSTALLED. . APPROVAL BY CITY REQUIRED,
PRIOR TO REMOVAL OF ESC DEVICES.
FTG DRAIN DRVWE1_LI�J 0-)
BMP#Cl 21,
MULCHING EX OSED. -24"PERF,Fg4.98 GENERALNOTES p
,-BOTTO ESS
SOILS(P6P-) 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY I,6vell-S'a'uerland
_x OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND
SD SD ABRIC-LINED F(Aiiaw UMAAS �10T CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL & Associates,. Inc..
TO BE TED I�ITO CODES, RULES AND REGULATIONS: Engineers/Surveyors/Pla'nners
-GRATER9WDa- D�J'F-J.ITID�l SYSTEM - CURRENT INTERNATIONAL BUILDING CODE (IBC) Development ' Comultants
(nEPTPT PtR SOILS ENG-) - 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
4"INV=386.8 MUNIUWAL tUNWNUU11UN
WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT 19217 36th Avenue W.
ROOF DRAIN HI PT. 390 MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) Suitq106
Lynnwood,* WA 98036
2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A
388 SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS phone: (425)775-1591
..... ..... I r ----- 7
I ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR
\j,
AIIUINIZ� ur- Irliz,
FENCE(TYP.) 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 2�ND 5Ut3MITTALI0/r7/IZ
E'-
7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY' OTHER
TION OF ON -SITE EROSION AFTER THE
ACCEPTABLE METHODSFORTHE PREVEN
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL, PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT 9ISSCO 8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 4
. , : .... .,..
X,. , * . .'', 0
IS REMOVED IN THIS MANNER. SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR a.
14"RD
APPROVAL.
_�N
2. ESC MINIMUM REQUIREMENT STABILIZATION OF EXPOSED AREAS: IINV=386.0
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE I .. 1 9. CONTRACTOR SHALL BE RESPONSIBLE. FOR AND SHALL INSTALL AND MAINTAIN . N
APPLICATION OF BMPS, INCWDING,.BUT NOT -LIMITED TO, SOD, HYDROSEEDING, OR OTHER -S
INV 386.0(OUT E SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING
VEGETATION, PLASTIC COVERING, OR, MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND
TILITIES AND OTHER EXISTING AND PROPOSED
MAINTAINED IN ACCORDANCE NTH. THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED N\ LOW IINV=387.0(IN-W) BUILDINGS, STREETS, WALKWAYS, U
ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR IMPROVEMENTS AND.EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
I N
MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS EMBANKMENTS. CONTRACTOR. SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF 12
4PISS INV I 14,-4"PVC
FROM MAY 1 THROUGH SEPTEMBER - 30). COV'D SHORING AND BRACING, AS REQUIRED.
=384.5 @ 19.43%
PORC
J :10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY 0
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES: 0
ADJACENT PROPERTIES SHALL BE PROTECTED, FROM SEDIMENT DEPOSITION.BY APPROPRIATE USE BMP#C22.0- PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS,
OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A -L L SD STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
COMBINA TION OF T HESE ME ASURES AND OTHER AP PROPRIATE .8 MPS. 7,491PV J r_-_�1111NLET PROTECTION RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
Ld
APPROVAL FROM THE FIRE MARSHAL
4. ESC MINIMUM REQUIREMENT MAINTENANCE: .... ..... 1pyp.
@
ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED N EX., �D
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
MAINTENANCE AND REPAIR SHALL 13E CONDUCTED IN ACCORDANCE WITH THE MANUAL.
toss
EX.16 LA - - - - - - - -
5. ESC MINIMUM REQUIREMENT - OTHER BMPS:
AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS INCREASED IN 380.� 7-
RUNOFF SHALL BE APPLIED. 4
1.5
'02.67%
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION: '15 77
CAI
-TO POLYDRAIN
THE CONSTRUC11ON OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE
FOLLOWING: --------- -- - CD
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; BT C I q,-*.'.'' p MAXI M D31V PE Q0 Q0
4
)LYDRA Ln
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE go 00
ALLI LO NED 1 00
bw�
bo 00 00
CONSIDERATIONS SHALL�BE PLACED ON THE UPHILL SIDE OF TRENCHES; PID
TEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT 1-4 00
OR QU AL
C. TRENCH DEWATERING.SYS -
T 26 @3.46% 8'92% z
PONDS, OR OTHER ACCEPTABLE MEANS); 392 392
GAR GE. C N E /4
F-
E. DAILY CLEANUP AND STREET MAINTENANCE. 390 _j
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; C-) - 390 -
TO OOF QR IN* n
388 388 0
87.56
1-7-
DRAINAGE CONSTRUCTION NOTES V= _j
IN
J-1 j- . 00 ACCEPTABLE TIGHnAE DWY PROFILE
41,/ -I fn (0, z
co MATERIAL
V) SCALE: H&V: 1 "=1 09
1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION ,b r)
SYSTEM. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS x :D SURFAG�.;3 9D R 35 0
INSTALLED AT TIME OF BUILDING CONSTRUCTION. 6 1-4 / ")- �a L- <
SCH 40 <
1:4-1 /BE COV ED INITRItl 2 Dki`3 N -12 0:� F -J
2. PIPE MATERIAL: F810 HANCOR ry
UNLESS* CALLED OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN 0
0
PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS
MM-1, MM-2 & MM-3.
ry C) F-
3. INDIVIDUAL LOT FOOTING/WALL DRAINS WILL GO TO INDIVIDUAL 0 0
DRYWELLS LOCATED ON EACH LOT. 00
1' PUBLIC Applicant shall repair/replace all damage to
SIDEWALK, utilities or frontage Improvements In City Lij
STORMWATER CLASSIFICAT11ON WORKSHEET INFORMATION:
EASEME right-of-way per City standards that is caused 0
or occurs during the pormItted project. call 2 Working Days Before You Dig.
1. PERMEABLE PAVEMENT PROPOSED=0.0 SF -800-424-5555
2. IMPERVIOUS AREA TABLE.(SEE TABLE ON'THIS SHEET) Ld ry
3. TOTAL AREA OF LAND DISTURBING ACn\ATY=5,669±SF Utilities Underground Location Center I-_
SPECIAL CONSTRUCTION NOTES (ID,MTND,OR,WA) < M
4. EARTHW RK QUANTIT L-R, G G G i i'i G L A 1,! 0 D -ttAl i,�'AG E
EXCAVATION=165±CY-, FILL=21±CY, TOTAL=165±CY 1. ALL�UTILITIES SHALL BE INSTALLED UNDERGROUND
5. PROJECT WILL NOT CONVERT 3/4 AC OR MORE OF NATIVE 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST N
VEGETATION TO LAWN OR LANDSCAPED AREA AMENDED TO MEET REQUIREMENTS OF OF BMP T5.13., OF THE
STORMWATER MANUAL VOL.5, CHAP.5.
6. WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK 3. THE FOLLOWING PLAT IMPROVEMENTS (IF NOT DONE) SHALL BE INSTALLED:
7. PROJECT CLASSIFICATION:. SINGLE LOT.IN A LARGE SITE PROJECT A. 6"SSCO AT PROPERTY LINE: ADJUST TO GRADE AND INSTALL 12"
IMPFR�Anl 11q ARFA TARI F (nATA FPnm rl) LOCKING COVER WITH 1/2"HEX BOLTS AND CONCRETE COLLAR. W E ENGINEE I G IVISION
L
P NT�0'- BMP#C123 PLASTIC PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL
BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE e-mail: info@lsae'ngineering.com
COVERING AT
V %j BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. web: Isaengineering.com
ST�CKPILES(TYP-)
388.0 388 3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION
AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE
HI SLZB�,--'---.
(1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
09
F DRAIN CO
so - - * * ': ` : 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT
95 PVC 'ST0001LE) SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF
up @ 0. �4% ANY DISCREPANCIES.
ROOF DRAJN
f is
85 "4 C 5. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE
@ APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF NTH THE CONTENTS
0. % THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
.. V 1 C111 T
EROSION AND SEDIMENT CONTROL ESC) NOTES
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE:
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE
STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING 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
TYPE
AREA (SQUARE FEET)
NON-REGULATEQ
0
EXEMPT
REGULATED
REPLACED
0
0
NEW (POST, 1977)
+
2,710
TOTAL REGULATED, IMPERVIOUS AREA
2,710
,TOTAL AREA MITIGATED�BY EXISTING STORMWATER. MANAGEMENT. SYSTEM(S)
2,710
REGULATED AREA NOT YET MITIGATED
0
.AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES
0
AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM, TECHNIQUES
0
"-K IMP 2clol�;
B. 'TYPE -A' CURB/GUTTER, CONC. DWY, AND 5' SIDEWALK. AP7\1 D S NOTEP
DatejbA. & 1z
CERTIFIED, EROSION AND. SEDIMENT
SCALE 1"=10'
CONTROL LEAD - (CESCL)
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO FM Em mum
SHALL BE AVAILABLE AT ALL TIMES.
0' 5' 10' 15' 20'
CONSTRUCTION NOTE LEGEND
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS XXX
SHALL CONFORM TO THE CITY OF EDMONDS STANDARD DESIGN CONTOURS PER PLANS
CONSTRUCTION SHALL CONFORM TO THE LATEST CITY. PROPOSED FINISHED CONTOURS
STANDARDS AND SPECIFICAtIONS.
.................... . = BSBL=BUILDING SETBACK LINE
UTILITY CONFLICT NOTE
CQ
0
U-i Uj
z N_
o C",
THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON IS
APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE PURVEYORS
OF ALL UTILITIES IN THE AREA. TO DETERMINE THE LOCATION AND
V)
DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPERTY.
CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO
CONSTRUCTION*. IF ANY CONFLICTS ARE IDENTIFIED CONTACT
ENGINEER IMMEDIATELY.
RESUff,
"TREET FILE
OCT 18 2012
APPROVED'FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
B Y.-
CITY BUILDING DEPARTMENT
SCAI�E
AS -��.SHOWN,
DRAWN CHECKED.,
SHEET
J0 JPO.
DATE F.B. -
08-20-12 493, PG.,44 G2
PERMIT #
BLD2012-0057
LSA FM NO.
4912_7 12 0"2
.-/_0 12, - 05 8 -