23605 105TH PL W.PDF326
23605 105TH PL W
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Landscape Design & Installation Woodvale - Lot 6 1": 10'-0"
jL0!j1 th Ave, NE I
. !4- 60- For Burnstead Co. -i,% -v -v m-t r I
C)�:- - Iv
IF I
LEGEND
FLOWERING PEAR
FLOWERING
VANDERWOLF PINE
LACELEAF MAPLE
FOUNTAIN GRASS
VAR. REDTWIG
OTTO LAUREL
RHODODENDRON
PJM RHODO.
VIBURNUM DAVIDI
EMERALD GREEN
AZALEA
BLUE FESCUE
COBBLESTONE
SPRUCE
-I WESTERN RED CEDAR
x I FLOWERING DOGWOOD
MC) WAX MYRTLE
0 0
SPIREA
im
JAPANESE HOLLY
RS
COTTONEASTER
vo
EV.HUCKLEBERRY
MA
OREGON GRAPE
SA
SALAL
PLANNINGDATA 11-STREET LJL�E
SINGLE FAMILY RESIDENTIAL
Name: tpZ,)1Q— t —X—�
Date:
Site Address:
Tax Parcel t> 1 13 voc>000 0 0
Project Description:
Plan Check #:
ol T-6'� 3
Reduced Site Plan Provided: (YES NO)
Zon ng: -T>FD- goo-? -
Map Page:
Corner Lot: (YES NO)
Flag Lot ("YES NO)
Critical Areas Determination #? 4 t 19 \L2a7 A [Z
Study Required po ,,a>f
Ld-
waiver
.SEPA Determination: Mt)95 56-::)
El Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Reqw�red Setbacks
Stre
Side:
Side:
I C-, 7
R%r:
Actual Setbacks
Street:
3'
Side:
Side:
Rear:
El ..Detached Structures:
El Rocke*r'ies:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
Stairs/Deck:
Heigft
Datum Point:
Datum Elevation:
ur
Maximum Height Allowed: DL
Actual Height:
otliet.
Parking Required:
Parking Provided:
Lot Area: C)
maximum Lot Coverage: 35% Proposed: 32D
Lot Coverage Calculations:
ADU Created: (YES'/ 0
Subdivision:
Legal Nonconforming Land Use Determination Issued: (Y9 I NO)
Commen&
C�,
Plan Review By: Planning Pata Form CY7-14-09.doc
V
P06F DOIWSPOUT
4-FOOT DIAMEYER
HOUSE CA CH HOLE FILLED WTH
BASIN
1. 1�2;,�J'm WASHED
(YARD N ROCK
DRA.W)
4�, Pvc QwRa
Ow
OoF FLOW 0 BE CONNEC7ED
POHNSPOUT
! N
ARD
:yRA �.HOI, TO Lor-SIORM DRAIN
WANOUT
W.
PLANVIEW
NOT TO SCALE
-PV
ROOF 4 0 OBSERVA77ON !KUL
DOWVSPOTT- CONSIR Cr FLUSH TQ,
nNISHEDUGWE) ROW/
OVEMOW LINE
HOUSE
SPLASH 4 uorv- fL w TOPSOIL 10,
BL
IFMIN
FLOW f0. MIN 4 DIA.
F7NE MESH PVC
OF
CA TCH -HOLE-LINED 4p 4"PVC OVERFLOW
BASIN WTH-nVER
YARD TO BE CONNEC7ED
DRA FABRIC 70 LOT STORM DRAIN
4 . . . . . . . . CLEANOUT
10, Pvc
4=Foor oA,,E,,ER
SECTION HOLE FILLED W7H I'ABOVE
r`� I /2.w —.3" WASHED
Nor to.. simLE DRAIN ROCK SEASONAL HIGH
GROUND W4 TER
IABLE
DRY WELL VETAIL
NOT TO SCALE
1. -DRY WELL. SYS7EW 15 REQUIRED TO BE INSTALLED ON EACH LOT
2. ROoF DRAW LINE FROM EACH BUILDING TO BE CONNECTED TO
-DRy VELL SYSTEM. OVERFLOW LINE TO BE CONNEC7ED TO LOT
STORM DRAIN CLtANOUT.
N,
=-*j. DRY.RELLS 70 BEINSTALLED AT-77MEOFB.UlLDWG-00NS7RUC71
e
9 2913.
.4.: Vli P. - -
llmlqlvik� LOT vmWe", sl� VOW. 10VA"s
165r4k h.W ivillmg 'Wbo"fiq 19WWWihZq ftA-T)
1 5
71-7 C��' _1=91V 717 7
FEB 2 0 2015
I,iZV'-L0' I �,L,, 4 CTR.
� I
EN Gq'lR'I2t!NfR§'DIVI SION
"OyEq AS NOT
IA Agd 0164Px
EET FILE
NOTES:
• LOT WAS BEEN CLEARED AND GRADED DURING PLAT
DEVELOPMENT PROCESS MAX SLOPE ON SITE IS
I IN 100 OR APPROX-M AIRROWS INDICATE
DIRECTION Or- SLOPE. NO ShGNIFICANT GRADING.1 REOT).
• Exm6s FILL is To BE REMOVED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• DRIVEWAY WAS A I RISE IN 32 F&H OR 3% SLOPE.
• NO DIRT, MUD, ROCK, OR DEBRIS SWALL 5E
TRACKED FROM T�E SITE TO TIE STFW
• DIRECT ALL FU40M TO FILTER FA5PJC
FENCE DURM CONSTRIJCTION
• ALL DMN SPOUTS TO BE T*W-LND Wl SOLD 41 PIPE OF
APPROYM MATERIAL TO CATC44 BASIN THEN DRYWELL TO THE
STORM STUB PRCMPM e FRcWT OF Lar ALL STOR1 WATER
TO BE RXW TO EXISITNG STOR1 SYSTEll LW LOCATED
ON IMT14 PL U
• TOM -A FoU0 X MAW, IN 315RASS DISK
STAPM LSA%ftI ON ROAD WRFACE 2371`4 FL SW
TITLE: BURNSTEAD CONSTRUCTION LLC N IIATE: 02/113/15 1 DRIIN BY: J HERR
11980 N.E. 24th ST. KT� -
WOOE)VALE LOT (o BELLEVUE, WA 98005 23605 105TP FL WE5T
ER05ION CONTROL 1�17 5GALE: I"=20'
(425) 454-1900 Parcel 01136400000600
L� �� Lt�� U U Lc'_� Lt=�_)
City of Edmonds FEB 2 0 2015 OV E - D
1P
Site Classification Worksheet DEV�1,0-,'JrEff SERVICES C
CiTY OF EMAOMS
Page 1 of 2
Wo OD V A L,,F- T��,
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- 11), Figures Q and
E, (12p. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site? Yes No
Refer to Stormwater Supplement Chapter 5.1
If YES, the subject 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 Stormwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt 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.
Line 3: 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.
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 -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
stormwater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 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 project **
Line
Area (square feet)
1.
Non -Regulated
Ste a
Exempt
Regulated
2.
'*-�eplaced�
New (Post 1977) 4 4 4 4 4 4 44 +
Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
3.
4.
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
Z-9 9 1
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-SWAI—Ei-osioiz—Coiiii-ol-03.05.12.doc Page 5 of 12
;i
x
4
rn
N88'37'08"W
C/O INV 322
OCKNG CAST IRON
EWHOLE COVER
62.40 �V
x
.. S�r-*"
'4. ec"
�%313 DRIVE
oL. 0
gn4s'5-w
C/o INV 324 INV 324 F
5/W
'41 I__
I
C
III -roll
0')
EI\ GIN
325'
NTOF;R'T' fRE51D
M4'N� EL = U=
m
x
ING.-M4-�MQN-- I
D AS MCYT D
Lltki I I (j
roo'8,360 SF4-
32&.5'
04
CINI N T-
0 0
0
z
m
NOTIPS:
IMPERVIOUS SURFACE CALCS
RIESIDENCE WIN EAVES 2341
WALKE1, AND LANIOMS 36
DRIVEWAY 690
TOTAL NEW IMPIERVIOUS 25"
[� TRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE 1843
COVERED FORCW is
TOTAL F/P 60 FT I"
STRUCTURAL LOT COVERAGE % 2316
iFXM COVEIV4E, Comblis of 40 dWowft covaed bg ft sVuNu*% rva
&d ftkidm g= as dkwo 1% 94 *cm hwa
PFERVM kcAdm =7p=,.mmWvarmd *Wctwm,
chWmSroaovatWqo,okorp,Cirtv=o�*"PlVodlreft -- I
0
cb
C7
5
6,336 SF
'pipilo"VED 6 pLANNING
q lb
x lb
x
60.00'
• LOT WAS BEEN CLEARED AND GRADED DURW-v PLAT
DEVELOPMENT PROCESS ' SLOPE ON SITE 18
I IN 100 OR APPROX;U4>A'RRC)W INDICATE
DIRECTION Or- SLOPE. NO SIGNIFICANT GRADING REQ'D.
• EXCESS FILL 18 TO 5E REMOVED FROM SITE.
• DOUNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• DRIVEWAY WAS A I RISE IN 32 IRLIN OR 3% SLOPE.
• NO DIRT, KID, ROCK OR DEBRIS SWALL BE
TRACIW FROM NE SITE TO THE
• DIRECT ALL RIINOFF To FILTER FABRIC
FENCE DLRM CONSTIZI.IOTION
• ALL DM SPWS TO BE TW-LNW ILV SOLID 4' PIPE OF
APPROVED MATERIAL TO CATC14 BMIN THEN DRYWELL TO TWE
STOR1 STU5 PROVIDED * FRONT OF LOT. ALL STOR1 WATER
TO BE ROM To EXISITING STOR1 SYSTEM LINE LOCATED
ON 1109N PL W.
a BENc.W1AW, 'A' ON FIFRE WYDRANT
TOPHIT *TRACT "F' ELEV 33LW'
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 03/16,45 1 DRM BY: J HERR
UJOOC)V,4LE LOT (o 11980 N.E. 24th ST. 23605 161)5TP FL WE5T
BELLEVUE, WA 98005
SCALE: 1"-20-
(425) 454-1900 Parcel 0 01136400000600
PEIGPT CALCULAT IONS
A = 3 2 ro.5' Zone 9 � 0-a*77 Comer-PFIa
Scanned 4141 &�L
5 = 3 2 ro.5' Setbacks Required A tual STREET FILE
G = 3 2 ro.5' q Front P
C) = 3 2 ro.5' Sides IF
AVERAGE GfRADE=3265' Rvar v) RESUB
Other5 q(
ACTUAL RIDGE PT=350.e3' Ueight
MAXIMUM RIDGE PT= 351.5 c2,i. q 3 MAR 2 0 2015