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NOTES:
EXCESS FILL IS TO BE REMOVED FRO" SITE.
DOMSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STOR!"! DRAIN LINES.
o NO DIRT, MUD, ROM OR DEBRIS NALL BE
STREET FILE "TRACKED FROM T14E SITE TO THE STREET
• DIRECT ALL RiNCFF TO FILTER FABRIC
RECEIVED FENCE DURWj CONSTRUCTION
• ALL DM $POJT$ TO BE TlGWT-LNED W/ SOLID 4' PIK OF
APPROVED MATERIAL TO CATCH BASIN THEN DRYILELL TO THE
STORM STUB PROVIDED * FRONT OF LOT. ALL STORM WATER
DEC 2 2 2015 TO BE ROUTED TO EXISITWj STORM SYSTEM LINE LOCATED
ON 05TH PL W.
0EVELUlr`MtN1'8EKV1(;ES CTR- o BENCHMARK 1x' ON FIRE HYDRANT
G11Y OF EDMONDS TOPMUT @TRACT "I" ELEY 331.30'
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TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 12/22/201r, DRUN 5Y: J HERR
UJOOIDVALE LOT 11 11980 N.E. 24th ST. 23111 105TH FL WEST
EF,0510N CONTROL BELLEVUE, WA 98005 5GALE: 1"=20'
(425) 454-1900 Parcel 01136400001100
PLAN NING DATA
SINGLE FAMILY RESIDENTIAL
STREET=FILE
Name: 0 0 Z�V-�k
Date: I
Site Address: �3711
TaxParcel:
Project Description:
Plan Check #:
V L- )-,) -)- 0 / �� 6'b
Reduced Site Plan Provided: (YES / NO)
Zoning: �-5 / rp f2l) C)
Map Page:
Corner Lot: (YES / 1-1�)
Flag Lot: (YES / 00
Critical Areas Determination #: C V �[ 199 H e> 19 1K LAI A
Study Required 4)bre�5 a)
Waiver i L-e+ L
SEPA Determination: KVP5
El Exempt
El Needed (for over 500 cubic yards of grading)
El Fee El Checklist El APO List with notarized form
Required Setbacks
Stzet:
Side:
9-51-
Sift-
�' b� / 5-
Rear:
tA./
ActualSethacks
Street:
Side: -7
Side:
Rear:
El Detached Structures:
Rockeries:
El Fences[Trellises:
Bay Windows/Projecting Modulation:
Stairs/Deck
Height
Datum Point:
Datum Elevation: 33/,3
Maximum Height Allowed-
Actual Height:
Other
Parking Required:
Parking Provided: -D-
Lot Area: - A 15 Ll -7
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES
Subdivision: 1?-?-DD7-1-7 -PQb - )-C)o7—(
Legal Nonconforming Land Use Determination Issued: (YES I'N�!)
Comments
Plan Review By:
F - - , \J
Planning Data Form 07-14-09.doc
City of Edmonds A of ED& 4
0
DEC 2 2 2015
Site Classification Worksheet OEVELUVMtNT SERVICES
CITY OF EDMONDS
Page I of 2 WOODVALE
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine'the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category I or Category 2), or a Minor Site. Please reference the GlossM (pp. 10- 1 Ll Figures Q and
E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site?
Refer to Stonnwater Supplement Chapter 5.1 EJ Yes
11 1 V13, me supiect area is.to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stonnwater Su
.pplement Chapter 2 and Fig. C
141V 1. luunmy tne rNon-meguiatea impervjous Surface Area.
Ljat2: Identify the Replaced Impervious Surface Area, dividing the total between ExeWt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
L��: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Lint4: Enter the sum of the t * otal Replaced -Regulated plus the total New impervious areas.
LiBL5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
1,!�: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Ling 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Ligg 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed Droiect
Line
y
Area (square feet)
Non Regulated —
Exempt
Regulated
2.
eplaced
New (Post 1977) 444 4 4 444 +
3.
:-' : �
Total Regulated Impervious Area
C/
Mitionf;n. cess of 2 00sf
q4
Total Area Mitigated by Existing Stormwater Management System(s)
6.
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques I
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 310512012 E72-SWM—Ei-osioii—Coiitrol-03.05.12.doc Page 5 of 12
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88*3 17
IMPERVIOUS -5U1;Z--Ar_E CALC5
RESIDENCE UT14 F-AYES
2344
WAM AND LA4DWsS
20
DFdvsmy
130
TOTAL NEW IMPERVIOW
2994
15TRUCTURAL LOT COVERAGE
RESIDENCErGARAGE
w"
COYEREP FORCA
154
TOTAL FiP 80 IFT
ATMeMIDAL LQff COYERAGE
WAM bckida A dedco, F, cmultwoad sitrucuak
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&W pavad gasi, ---I
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SCANNED
M 0 12016
79(
* EXCESS FILL 18 TO BE RE)MOVED FRCIM SITE.
• DOMINSPlOLITS ARE TO POSITIVE ORAN INTO PLAT
STORM ORAN LMS.
• NO DIRT, MUD, ROM OR DEMS 614ALL BE
TRAMED FROM THE SITE TO T�E STREET
• DIRE_Ct ALL RLNCFP TO FILTER FABRC
FENCE DURING; 0"TiltICTION
• ALL DOWN ~S TO BE T*W-LNM V SOLID 4' PIPE OF
APPP40YED MATERIAL TO r-ATC14 SABIN TKN DRYWELL TO THE
STORI " PRCMDED e FRCNT OF LOT ALL STORM WATER
TO BE RMTED TO E)(ISITING STORM SYSTEM LINE LOCATED
ON WSTH PL W.
a MCMARK 'X'ON FIRE WDRANT
TOP*VT *TRACT 'F' ELEV 331110
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 01/01/2016 DRU� 5Y: J HERR
WOOI)VALE LOT 11 11980 N.E. 24th ST. 23111 105TH f=L WE5T
BELLEVUE, WA 98005 5CALE: 1.220 .
(425) 454-1900 Parcei 0 01136400001100
'�D
HEIGiHT CALCULATIONS
A = 330'
E3 330'
Av. OfRIG GRADE 330'
ACTUAL fRIDGE HT=354.125'
MAXIMUM RIDGE HT= 355'
RESUB
JAN 0 7 2016
-a tit nium 115PPARUMEW
PR OVED PLANNING
STREET FILE
ZoneL �g " /�
-Comer �Jflajz
Setbacks
!�red
Front 0
—Actual
Sides�
9_7
Rearg
Otheev)`
ditY OF EDMON
006FDOwmspour
4-iFOOT DIAMETER
HOUSE
TCH
HOLE FILLED WTH
BASFN
1. JA'o 3a W,44.WFD
(YARD
PRA4N)
DRAIN ROCK
OOF
V,
4 P C OVERPLOW
lFal
DOWNSPOUT
70 BE COJVNEC7FD
TO WT-STORM DRAIN
CLEANOUT
PLANVIEW.
NOT TO SCALE
ROOF -
40 PVC OBSERVA 77ON WELL
DO POUT
DOWWS�OTT
fLU To
(CONS7RUC7 5H-TO
'OW
RNISHED GRADE) .
ROW1
HOUSE
F
L
OWRFZ:ow
. .1
Iro PVZAr%lw
PROP, LINE
LO
PLA-SH
S S L
<0 .%bqv_ et vi TOPSOIL
10,
L K
B .9L� C
I'MIN
FLOW
__l
DIA.
FINE MESH
=!
_A41N4'v
Pvt., PIPP
40 ytir* lqr 0r"
bA W - - -' . - _' - I , -11 Nl '�'
(YARD WTH-nLTER _WDE CONNEC7ED
FABRIC TO LOT STORM DRAIN
DRAIN) MIN 4 " DIA. Igo- I. CLEANOUT
PERF. P vc
10'MIN.
mp
4-FOOT DJAMErER
HOLE FILLED WITY —Th(IN.
1 112" -.38'WASHED __ 1
NOT ZO �CA LE DRAIN ROCK SEA-SOMAL HIGH
GROUND WA M?
IABLE
AlL
DRY WELLVET
NOT 70 SCALE .
I.. DR Y NEU - $ Y$ 7rhi IS REQUIRED TO BE INS TA UED ON EA CH L 0 T
2. ROOF DRAIN UNE FROM EACH BUILDING TO BE CONNECTED TO
-DRY BELL SyS7FM. OVERFLOW UNE TO BE CONNEC7ED 70 LOT
STORY DRAIN CLEANOUT.
J. DRY WELLS TO BE INSTALLED A 7' .77ME OF BVILDING.- CONS7RUC7761v.
4.: OqW+lAv* 004 WOW 'ENWOK-W OMNS) 2013.
llmlqlbiAl�. LOT PH -We", sl� V90119 lowms
pr4k IWI*g 'Voo"64
17
REcflNfED
DEC 2 2 2015
DEVEL'umt-141, SEFWICES CTP-
Cily Of EDMONDS