21914 78TH PL W.PDF111111111111
6721
21914 78TH PL W
ADDRESS: �2'1611V 7,g -/--z7
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: [I Conditional Waiver El Study Required Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER - list permit Vs):
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
#P20
City, of Edmohds Date' Received:. 0_(p 15 0 / 7,,,00 (so
Developrneia-Service's Departme . nt. 'City Receipt#: P-C—C, 060 -_;�] K
p CriticAlAreas.FileM 616-A-1-0641--gC
Planning Division . :.. I -M,
Critical Areas Checklist Fee.: $136.00
Phone: 42071.0120
Date Mailed to Applicant: 1�
Fax: 425.771.0221
The Critical Areas Checkiist contained on'ihis fiormi-s 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.
The purpose of the Checklist is t6 enable City staff to'.
determine Vhothei.anypotential Critical Areas,are, or
A propprty'owner, or his/her authorized representative.
must fill out the checklist,- sign and date it, and subinitit
to the City, The, Cit� vVill.review 'the checklist, make a:,
pred 7; ory site vi -and. make a determination of the
urs sit"
sub c s 't
,pe.quent, steps n1e. es ary o complete a development
permit application.
may be, pr6sent,oh the subject property. The infoi miation Please submit a Vicihity.*mao, along with thc-signed copy
needed . t 1 q c I orb plete the Cheeld . ist . should be. easily of this, forth to,asgist.,City�'staff in finding and locating the
available from. observations of the site or d ;atA available at. specific piece of property described on this -form. In
City Hall (Critical areas inventories,. Maps,,. 'or., soil addition the appjjcant 'shill include other. pertinent .
an ography '. map,
surveys).� ifif6rihation (6. site �,Oj top etc.) or
9.
'tistint stiff
studies i4conjun.ct,ion, with this Checklist to as
in'completink their pre,IlTpin�ty,assessment:of-the site.
e processing
The'undersigried,applidant, and his/hqr/its heits,�.Apd. assigns, in considdratfioifi� on th of the application agrees
tb.rtlease Jnderhnih Edmondsharmless fr6m--any,an 'at darha
y, defend and hold the, City,.of d I ges, including reasonable
attp�iey,�s. fees,.an"sin fiorn any action or �infiracti6n based in' wh6le,;or'.pgft upon -false, 'inisl din
.91 ea maccurate or
incomp I lete' ififorinationfurnish6d by the-appjiqaht,'hiS/heWits agen'ts.()r ornplpyees.
By my signature I -cer* that the ififoiThatiol . i and exhibits submitted are: tiue,and correct Io the best Of my
herewith,
knowledge and. that, I am authorized to file this appli *on on, the behalf of the owner as, listed: bet.
.19A ow.
SiGNATuRE OF APPLicANK/AGEN.'r )?Alt
kropertrOWfier's AuthorizatioA
By my sjgnaturej I cettify thati,Uve�authonzed the. above:Appli6ant/Agent.to�apply,for;the.'su�ject lan&use application,
andgiantmypennission for thepublic off'icials.aridjhe%.staff.*f theCity of, Edmonds. to.ent6r the; si4bJec proppit.fiortlib
y
purposes of inspection and posting a.ttendan.t.to�this.'application.
SIGNATURE, OF OWNER, DATE
PLEASE PRINT CLEARLY
OwnerjApp&ant' Appficaift'lItpresentaltive:
Matte
2,�
'Street Address StreetAddress
ct&f
City, State:_-� City, st�te Zip
Telephone:— T6iephonp:
(option
Email address trhaii Address 41).
7"frP 2 0
Gritical Ateas Checklist
C AFAeNo:
"Ite Infoimation (soils/to
Tography/hydrology/v� tation)
�e
1. Site.Aad s/l�ocatipn: *1101 -112-3 2,6r
Yes
2.� Pr9pPrtvT. b*,(� i QQQ 2=0A b ob s,, 0040:100D�2-.0M
3. Ap
proximate �ite Size (acres,or square feet)': -7 S -P
Is this site currently develo ed?, yes
-no.
p
Iff,
yes; oWassite:eVelopeO.
5. Describe the 9'eneral,SR6 t 6pogr .:Check all that apply.
t: less than 5-fee t eleva j io ri ch ange over entire site.
Rollin.g: slopes o �4te,; generally rtica rise
n less. than 15% .(a ve I of 104eet over a ho tal
rizon
�di Of 66,46e
stance
Ifilly: slopes present, ion site pf #i than 15% -and le th
ore ss an 30% (a vertical rise of 104�et
over..a horizontal distance of 33 to, 66-feet).
grad r th -30% presentonsite (a. vertical, rise: of 104eet -over ahori�
es of greate an - orital
distance of lessihan 33-feet),
Other (Please� describe):
..6. Site, con'tains.areas. of year-roundstandin water: Approx Depth -
Site: coritlatn§ areas of'seasonal standing Water- NO, -A Depth:,
pprox
Mhafj�easojft of theye
ju 0
8. Site.isithefloodway. 1\-)b flop a'water1cograes
dplain
9. 8ite contains a creek or an, area where water flow.s,across
the 'grounds iurfacO? Fldws'are year-round?
LV ow.s,are , , seas o
U
S 'ha
(W t,timeof Veafl,_ Nbr J\
-dxed,
10. Site is. nil I d shrubs n
prima. y: ores mea ow
urban lan4wa awn,-O s ek)
..,ped.(l
11. Obvious wedand is present:6n,site:
5.
Critical Areas inve I ntory or CA ziap.indleates
Critical Area on site?
Site within designated:earth'sub'sidencq! lands . hdLi.'hazard area?
DETERMINATION
WAIVER
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 STREETF=ILE I
Name: uyno, "ofte.-t'.0 LJX-
Date:
Site Address:
Tax Parcel:
Project Description: Alc4.0
Plan Check #: ?>L-D=t1
Reduced Site Plan Provided:(ED NO)
Zoning: Z
go 0-; - :w
Map Page:
Corner Lot: (YES /0
Flag Lot: (YES /<D
Critical Areas Determination #: CA?.A:),0g0C, I (c-c,,J---Ared -Q, pawre,* Vb.� ?-',,*c-
El Study Required
R Waiver
SEPA Determination: EKe—o
N Exempt -
El Needed (for over 500 cubic yards of grading)
0 Fee El Checklist El APO List with notarized form
Reqqq*iY Setbacks
Street:
Side.
Side:
[-�-e—ar.
ActualSetbacks
Street:
Side:
Side:
Detached Structures
Rockeries: No-,e-
0 Fences/Trellises:
19 Bay Windows/Projecting Modulation: 2.nj 4%., puA*.-,J% ro, over CO3VX-4ed ?,rcx-�
y � er�
El Stairs/Deck: -Uk acog- ft'g-'ate-MA ?Ocr=� -
-Height
Datum Point:
atum Elevation:
D 57LI, 12,
sii,. %4 4 3416 Ave-W
Maximum Height Allowed: 1
eA ca.*,,oc
Actual Height: li te
Other
Parking Required:
Parking Provided:
6,
a
Lot Area:
Maximum Lot Coverage: 35% Propo�ed:
.4 =I 70a
Lot Coverage Calculationst, er.pse'l F-oklpt-I 4.V4. (-S��C4 Or%
't 0a -�.TAW- Za .:1!7.
ADU Created: (YES /0
Subdivision: L_c,
Legal Nonconforming Land Use Determination Issued: (YES
Commefits
et-D� Ir..'2.0. 0q0. C b. , jro'ex-V 1,40 "t" - rc,4 se:%u,�c i.,y Y3 C.,
k ;A, e- rer- )-,Y Y*-
Or
Plan Review By:
1--000,
Planning Data Form 07-14-09
Zone Ls- . pa.w.aSorner 6-Flag-A & All trees required to be retained as part of the S ONEBRIDGE, LOT 3
BELTON HOMES, LLC
5etba &2tCtred Actual PRD must be protected during construction. 16108 ASH WAY, SUITE 201
19.1 # LYNNWOOD, WASHINGTON 98087
Front (E) 2 *Note: PursuanttoECDC 16.20.040.C,' OFFICE : 425-775-8661 FAX : 425-742-8469
the patio may project into the rear setback VED BY PLANNING
SidesMA) 1.5 et. Thus, the patio must be a minimum APPRUI STATE REGISTRATION #BELTOHL883L2
(W) I by 4 fe 41/11/,;t SITE PLAN INFORMATION LOT 3 INFORMATION
4a
_5,, *__
Rw ot 11 feet from the west property line.
Other PROPERTY OWNER & CONTRACTOR: TOTAL LOT AREA -
5,715 SQUARE FEET
BELTON HOMES, LLC
Height 16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
N 88*41'51" E 61.74' Ct
�O -3806
91 425-775-8661
0
4 �p "6, IMPERVIOUS AREAS
Ln 001
C-Z93.55 SITE ADDRESS:
HOUSE/EAVES/PORCH 2,089 SQ FT
A'0
21914 78th PLACE W. DRIVEWAY 509 SQ FT
190 EDMONDS, WA 98026 CONCRETE 274 SQ. FT
Ct (;F=392.30— YD
_J
20.0
z CON I c. LEGAL DESCRIPTION: TOTAL 2,872 SQ FT
10.00 0 D I VE Y.- YD
RIVE'
(2 RIVt
509.SF,.
LOT 3, STONEBRIDGE COURT ?L44 Z-06-f 00 Z-0
0
ci 1' PUBU ASSESSOR'S PARCEL NUMBERS: AREAS
g.po. SIDEWAU MAIN FLOOR 1,282 SQ. FT.
PLAN 464-/A 1" WATER EASEME� 00461000201500, UPPER FLOOR 1,383 SQ. FT.
SERVICE/ 00461000201600, GARAGE 415 SO. FT.
00461000201701 PORCH 178 SO. FT.
GARAGE RlqHT I D_-
U Ss
ii, Of 19 WALKWAY 159 SQ. FT.
00 MF=393.0 0 2
�c6 Zo 10' PRIVATE DRIVEWAY 509 SQ. FT.
DRAINAGE BUILDING HEIGHT CALCULATION
(0 1:4.. WAALK J5 PATIO 115 SQ. FT.
1 21 - EASEMENT (ORIGINAL GRADE)
0 1 1 a� A=389.82
Ct '3 178 SF , 2' 25.01 FOR LOTS =r
> 390', 2-5 8=392.66
0
5,715,/sq. ft. 20'-A-��- C=393.55
% S�—Ss -10 D=391,77
INV=389.0-1 SS S I SS 1 1,567*80 -- 4 = 391*95 AVE. ELEV.
V=380.80 26.75 1' PUSUC
— — EASEMENT 0 MAXIMUM HEIGHT 391.95 + 25=416.95
B-392.6,16 41.00' SIDEWALK 3:
Zn F P/ A=389.82
LL
(n
LO
Q
CL PROPOSED MAX. ELEVATION =416.50 SCALE: 1"=20'
-7
88*41'51" E 89.00' LOT COMERAGE
J
11' PL 0' 5' 10' 20'
3 SIDE% FOOTPRINT - 1,902 SO FT
EASE COVERAGE 1,902--5,715=33.3%
I PROJECT BENCH MARK
C
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd
STREET S.W. AND 76th AVENUE W.
ENGINEERING DIVISION I ELEVATION : 374.92
A7MLD MN 1-0-) [2 rF. U FS-)
Da9te.ML?,'_ DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929 Vu ;�D_>
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION dS-n
COMPLETED ar-r 5 2012
LOVELL- SAU ERLAN D & ASSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036 FIRE IQFO ,
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: B-30-12 DRAWN: JTT HYDRANT BUILDING DEPARTMENJ
Ampmowcam. --- -CITY OF EDMOHns
Zone &$-r/pgp-at.10 Corner,.ALFIag_y. All trees required to be I
�etbacks Beauired Actual *Note: Pursuant to ECDC 16.20.040.C, PRD must be protected
Front (k) 3 --T ` 29 10 -1 the Patio may project into the rear setback
Sides 049 -4-.5'17. C-" by 4 feet- Thus, the patio must be a minimum APPR D BY PU
+0 heftaw- Of I I 1�et from the west property line.
Rear 6J)
Other
Heii t
Z", J,
W'Sl- F 61.74' CL //vI"
J'9Q 60
00
Ct
C=�-Z93.55
22\PO'
cl GF=\.392.30� Q'9 YD
20.0 —
0
bRIVE-
z 10.00 bo I:+,. ONC WAy YD k
_1 VEWA
509 SF
_j
0*0 -J
10-00
1' PUBU
9.P0 SIDEWALI
1" WATER EASEME�
PLAN 464—/A
SERVICE/
LL �2.i
Cn. -P. GARAGE R1CjHT
in"j MF=393.0 Is
Ct 6 2 10' PRIVATE
.�601 DRAINAGE
IR 44
bI C- WALK
1 ct, L(r, ' I EASEMENT
UJ 2'
178 SF----4- > 25.01 FOR LOTS :r
1 0 20' C '3,90,1 2-5
I 5,715jsq. ft. S S�—Ss
INV=389.0-1 SS
I�B=392.610 11 V=380.80 26.75' 1' PUBILIC SOP
/1985, 41.00' SIDEWALK
— — — — — — EASEMENT
F p
P A=389.82 0
Ln ry
Ict
88*41'51" E 89.00'
1' PL
3 SIDE1
EASE
ENGINEE I DIVISION
"P 0 D S NOTEP
Date: 0
AzkhL
LOVELL- SAUERLAND SSOCIATES, INC., 19217 36TH AVE. W., SUITE 106, LYNNWOOD, WA 98036
TELEPHONE: 425.775.1591 LSA FILE NO. 4912 DATE: 8-30-12 DRAWN: JTT
tined as part of the STONEBRIDGE, LOT 3
BELTON HOMES, LLC
�ing construction. 16108 ASH WAY, SUITE 201
LYNNWOOD, WASHINGTON 98087
OFFICE : 425-775-8661 FAX : 425-742-8469
4ING STATE REGISTRATION #BELTOHL883L2
2"ITE PLAN INFORMATION LOT 3 INFORMATION
PROPERTY OWNER & CONTRACTOR: TOTAL LOT AREA -
5,715 SQUARE FEET
BELTON HOMES, U-C
16108 ASH WAY, SUITE 201
LYNNWOOD, WA 98087
425-775-8661
IMPERVIOUS AREAS
SITE ADDRESS:
HOUSE/EAVES/PORCH 2,089 SQ FT
21914 78th PLACE W. DRIVEWAY 509 SQ FT
EDMONDS, WA 98026 CONCRETE 274 SQ. FT
TOTAL 2,872 SQ FT
LEGAL DESCRIPTION:
LOT 3, STONEBRIDGE COURT FL-W ZC0'7 OOZO
ASSESSOR'S PARCEL NUMBERS: AREAS
MAIN FLOOR 1,282 SQ. FT.
00461000201500, UPPER FLOOR 1,383 SQ. FT.
00461000201600, GARAGE 415 SQ. FT.
00461000201701 PORCH 178 SQ. FT.
WALKWAY 159 SQ. FT.
13UILDING HEIGHT CALCULATION DRIVEWAY 509 SO. FT.
(ORIGINAL GRADE) PATIO 115 SQ. FT.
A=389.82
B=392.66
C=393.55
D=391.77
1,567.80 -- 4 = 391.95 AVE. ELEV.
MAXIMUM HEIGHT = 391.95 + 25=416.95
PROPOSED MAX. ELEVATION=416.50 SCALE: 1"=20'
LOT COYERAM Nmii%i
FOOTPRINT - 1,902 SO FT 0' 5' 10' 20'
COVERAGE 1,902--5,715=33.3%
PROJECT BENCH MARK
TOP OF BRASS DISK IN CASE AT THE INTERSECTION OF 222nd
STREET S.W. AND 76th AVENUE W.
ELEVATION : 374.92
DATUM : CITY OF MOUNTLAKE TERRACE - NGVD 1929
SITE BENCH MARK : WILL BE FURNISHED AS CONSTRUCTION IsRESU
FIRE COMPLETED 6e-e civ 1 It, More— t 40 SET - 5 201
HYDRANT
I
2r
0
CONSTRUCTION. SEQUENCE
1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING
INSPECTOR (771-0220 EXT.1326) TO SET UP MEETING.
2. CALL FOR UTILITY LOCATIONS (1-800-424-5555).
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 STABILIZA11ON OF EXPOSED AREA
REQUIREMENTS AND MAINTAIN DUST CONTROL.�
8. INSTALL U11LITIES (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.
P'Cl 05-STABILIZED
/�"CONST. ENTRANICE
- -------- Gl-
39 r
........... ......
>
GARAG�1`
L
91
............ I .....
2.5
M
302.3
-HI SL) - -
U): \13' I/I-Yx
LOW ALAB`�
39 4 4"IN' 391'.3''
ROOF DRAIN HI PT.
ROOFJ DRAIN
109'-4"PVC--,
ROOF � DRAIN
-4"PVC
:.2. 9 0' @ 0.�3%
FTG DRAIN DRYW�LL @ 0.897.
2 * 392.5
VC
r1jBOTTOML SS V i
,ROCK-FIL ED.,
EROSION AND SEDIMENT CONTROL (ESC) NOTES
-FARBIC--�.-Ll ED
r i.
I A I N
�K
ACCEPTASL.E�"
MATERIAL
SDR 35
SCH 40
N -12
'r-810 HANCOR
FOOTiNG DRAINS 1110T
TO BE TIED INTO
DETENTIMI SYSSTEM
1. ESC MINIMUM REQUIREMENT - UONSTRUC"UN AUL&�� KUUIL UUNWKULMUN VrrlltLr:
ACCESS SHALL BE, WHENEVER PRACIICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE GRATED I LID
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 (DEPTH PER SOILS E�G.)
SS INV=
x
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM
384.5
ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT
DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT BMP# 121
J
IS REMOVED IN THIS MANNER. MULCHING EXPO ED
4"SSCO:WPF-V'\-
2. ESC MINIMUM REQUIREMENT STABILIZA11ON OF EXPOSED AREAS:
10)
v A
REM
RVKoC-P cobbGTCru 1-� IM
9n 0-4 lovell-Sauerland
0
& Associates, Inc.
& W U,
Ehgineers/Surveyors/Planners
Development' Consultants
�AXIMUNI
19217 36th Avenue W.
Suite 106 . I
el ED 14% Lynnwood, WA 98036
phone: (425)775-1591
e-mail: info@lsaengineering.com
web: lsaengineering.com
X
09
G/
k� �,
;�/v
1 n"-PPI \/A
AT
B C12 PLASTIC
CO RING AT D R A I N AQE MID SU5MITTA I L-10/11/1Z
OCK ILES(TYP-) EASEMENT-,,,
FOR LOTS k
2-5 CD
B P#C* GP 01
INL T, P TECTION
------------ -
171
:-S . ..... - - -------------
0
a.
p"Di ir,
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE Itp
APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER 4 C 1. 3 E YD SID LK <1
VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND F T z. BIAJ �C.233-S[LT.. D �10
IN =,�8 .14 EASEM
MAINTAINED IN ACCORDANCE NTH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED 4 -:1NCE(TYP.) 0
ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR F7FP/, I
MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND NO MORE THAN SEVEN DAYS U b �2
7* Z.,
FROM MAY 1 THROUGH SEPTEMBER 30). 0) WR W
vVIR E
AN
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES: - ---------- -- 0
SSIC
ADJACENT PROPERTIES SHALL BE PROTECTED F Q
ROM SEDIMENT DEPOSITION BY APPROPRIATE USE 6 3:
OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY W
A -ENC ON TRUC ON FE�
COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. E
4. ESC MINIMUM. REQUIREMENT - MAINTENANCE:
ALL EROSION AND -SEDIMENT CONTROL.BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED
N
BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL
MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL.
5. ESC MINIMUM REQUIREMENT OTHER BMPS:
AS REQUIRED BY THE CITY, OTHER APPROPRIATE, BMP'S TO MITIGATE THE EFFECTS INCREASED
W E
RUNOFF SHALL BE APPLIED.
6. ESC MINIMUM REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION:
THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE
FOLLOWING:
SCALE 1"=10'
A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS;
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE
CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
I REM M Em MM Em I
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDI MENT TRAPS, SEDIMENT
10'
0' 5' 15' 20'
.
PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
-DRAINAGE CONSTRUCTION NOTES
1. FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION
SYSTEM.. INDIVIDUAL LOT FOOTING DRAINS SHALL BE TO DRYWELLS
INSTALLED AT TIME OF BUILDING CONSTRUCTION.
2. PIPE MATERIAL:
UNLESS CALLED. OUT OTHERWISE ON THIS PLAN, ALL STORM DRAIN
PIPE MATERIAL SHALL BE PER C.O.E. APPROVED MATERIALS LISTS
MM-1, MM-2 & MM-3.
3. INDIVIDUAL LOT FOOT1NG/WALL DRAINS WILL GO TO INDIVIDUAL
DRYWELLS LOCATED ON EACH LOT.
STORMWATER CLASSIFICATION WORKSHEET INFORMATION:
1 . PERMEABLE PAVEMENT PROPOSED=0.0 SF
2. IMPERVIOUS AREA. TABLE (SEE TABLE ON THIS SHEET)
3. TOTAL AREA OF LAND DISTURBING ACTI\ATY=5,715±SF
4. EARTHWORK QUANTITY.-.
EXCAVATION= 1 02±CY, FILL=24±CY*. TOTAL=102±Cy�
5. PROJECT MLL NOT CONVERT 3/4 AC OR MORE OFNATIVE
VEGETATION TO LAWN OR LANDSCAPED AREA . �
6. WATERSHED=CREEK OR LAKE BASIN=HALLS CREEK
7. PROJECT CLASSIFICA11ON: SINGLE LOT IN A LAROE'SITE PROJECT
IMPFR\AOI]q ARFA TARI F (nATA FRnM rl)
LEGEND
-�Xx - =
DESIGN CONTOURS PER PLANS
C�L
X�)--- = PROPOSED FINISHED CONTOURS
. ....................... . = BSBL (BUILDING SETBACK LINE)
'140(\j 1. i . . .. 11 1 .1 1 . . . 1. .; , "
rj2
z
Hex '136LTE), 0
rn
Cf0% O\f 6� �Occ*e� AT V4
Ci C.:)
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GENERAL N OTES (tA- o� cry-�G f nct
FORM TO TH E CITY
1 ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHAU CON 242
OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND @ 6.881% 0') �0
CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL 392-
CODES, RULES AND REGULATIONS:
- CURRENT INTERNATIONAL BUILDING.CODE (IBC) ALL I.Xii
- 2010 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND 0 Is U, Mi, G - TO DRIVEWAY PROFILE 0
MUNICIPAL CONSTRUCTION E;- COVERED WITHIN 2 CX,3) SCALE: H&V: 1"=10' z
- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT <
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FIR I OM THESE PLANS ON A 0- Li
SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS 0
ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR ENGINEEPING DIVISION 0
PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL l=n z <
.BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL -OF THE A D /,S NOT
BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. %I i7h i,/ Date: TITZ'[PIp- 0
< ry n
3. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION of
AND SHALL CONTACT THE UNDERGROUND U11LITIES LOCATION SERVICE 0
kl-ouu-424-bbbb) Ai LE-A-31 48 HOURS PRIOR 10 CONSIRUC11014.
4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT
SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF
1. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND
2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST 5. CONTRACTOR SHALL OBTAIN*A COPY OF THE GEOTECHNICAL REPORT (WHERE
AMENDED TO MEET REQUIREMENTS OF OF BMP T5.13, OF THE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS
STORMWATER MANUAL VOL.5, CHAP.5. THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE
3. THE FOLLOWING PLAT IMPROVEMENTS (IF NOT DONE) SHALL BE INSTALLED: RECOMMENDATIONS OF THIS REPORT.
A. 6"SSCO AT PROPERTY LINE: ADJUST TO GRADE AND INSTALL 12"
LOCKING COVER WITH 1/2"HEX BOLTS AND CONCRETE COLLAR. 6. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
SPECIAL CONSTRUCTION NOTES
TYP E
AREA (SQUARE FEET)
NON -REGULATED.:
0
EXEMPT
REGULATED_
REPLACED.
0
0
NEW (POST 1977),
+
2,872
TOTAL REGULATED WERVIOUS'AREA
2,872
TOTAL AREA MITIGATED BY EXISTING STORMWATER. MANAGEMENT SYSTEM(S)
2,872
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
0
0
0
00
LL-
LLJ
Z:
CD
LLI
n
B. 'TYPE -A' CURB/GUTTER, CONC. DWY, AND 5' SIDEWALK.
INSTALLATION OF ALL SITE IMPROVEMENTS I INDICATED. ON THESE DRAWINGS.
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7. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
M
7-
COMPLET10N OF CONSTRUC nON. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
UTILITY CONFLICT NOTE..---
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-1
Applicant shall repair/replace all damage to
THE LOCATION. OF UNDERGROUND UTILITIES SHOWN HEREON IS
0
utilities or frontage improvements In City
8. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED. WITHOUT PRIOR
APPROXIMATE ONLY., THE OWNER SHOULD CONTACT THE PURVEYORS
OF ALL UTILITIES IN THE AREA TO DETERMINE
right-of-way per City standards that is caused
APPROVAL.
THE LOCATION AND
(A
DEPTH OF ALL UTILITIES ON AND ADJACENT TO THE PROPER Y.
T
or occurs during the permitted pmjaqt.
9.
CONTRACTOR TO VERIFY UTILITY LOCATIONS PRIOR TO
CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL. INSTALL AND MAINTAIN
CONSTRUCTION. IF ANY CONFLICTS ARE IDENTIFIED CONTACT
RESUE!
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING'
'ENGINEER IMMEDIATELY.
BUILDINGS, STREETS, WALKWAYS, U11LITIES AND OTHER EXISTING AND PROPOSED
OCT
CERTIFIED EROSION AND SEDIMENT,
IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS�OF GROUND OR CAVING
-
18 2012
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
SHORING AND BRACING, AS REQUIRED.
CONTROL LEAD (cE8a)
CONTRACTOR SHALL PROVIDE A DOE CERTIFIED CESCL WHO 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY
SHALL BE AVAILABLE AT ALL TIMES. PROCEDURES FOR ALL WATER SERVICE- INTERRUPTIONS, HYDRANT SHUTOFFS,
CONSTRUCTION NOTE
1. ALL MATERIALS AND WORK..SH.OWN ON THESE PLANS
SHALL CONFORM TO THE CITY OF EDMONDS STANDARD
CONSTRUCTION SHALL CONFORM TO THE LATEST CITY
STANDARDS AND SPECIFICATIONS.
SrREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
F 0 R
a9 IF -F
Rr
jo LE
STREET A
APPROVED FOR CONSTRUCTION
CITY OF EDIVIONDS'..
DATE:
BY -
CITY BUILDING DEPARTMENT
DIW OF EDMONDS1 I
SCAM I -
AS SHOWN
DRAWN
CHECKED
SHEET
J0
JPO
DATE
F'13.
08-20-12
493,
G2
PERMIT #
BLD2012 . 005-n
LSA nLE NO
4912-12
OF2