23602 105TH PL W.PDFlill lill 11
325
23602 105TH PL W
PLANNINGDATA =F
SINGLE FAMILY RESIDENTIAL
Name:
Date: Ll - 3
Site Address: 05-
TaxParcel op36qo0ptq)qoo
Project Description: Oe,--j �5
Plan Check #:
Reduced Site Plan Provided: (G) NO)
Zoning: '16
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #! (-RA7%9qY eg tl " V,-
KrStudy Required Armte"5e-) FPO
El waiver
.SEPA Determination: YV\VP5
El Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbachs
Street:
Side: -7
1 Side:
Rear:
Actual Setbacks
Street:
icle:
Side: -7 "-L-
El Detached structures:
11 Rockedes:
El Fences/Trellises:
Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point: I;J: F
Datum Elevation:
Maximum Height Allowed:* 9-5— 5-3)
Actual Height:
Offief
Parking Required:
Parking Provided:
Lot Area: �3
Ma . ximum Lot Coverage: 35% Proposed: 2z)
role
Lot Coverage Calculations.
ADU Created: (YES /R)
Subdivision: T--�-00-7 -(2 P12 �i �,?-OcQ -I t2b
Legal Nonconforming Land Use beterminationLIssued: (YES / NO)
Comments k
e, 0 11JQ_
Plan Review By: Ptanning Data Form 07-14-09.doc
LANNING
0
New Horizons
Landscape Design & Installation Woodvale - Lot 4
12003 184th Ave, NE For Burnst6ad Co. .10'-0"
Redmond, WA 98052 9.18.2015
a 0
0
SU SET MAPLE
FLOWERING PLUM
FLOWERING PEAR
CORALBARK
MAPLE
FLOWERING DOGWOOD
x
(PINK)
VANDERWOLF PINE
FOUNTAIN GRASS
PIERIS
RHODODENDRON
PJM RHODO.
OTTO LAUREL
REDTWIG DOGWOOD
VIBURNUM DAVIDI
0
AZALEA
0
BLUE FESCUE
FERN
COBBLESTONE
WEST. RED CEDAR
R
RHODODENDRON
Vo
EV. HUCKLEBERRY
REDTWIG DOGWOOD
N
105��4 f=Z W
3,336 SF
z
TER FABRIC FEN
x
x
6 0. 00'
SRA
m
N88037'(
25' — — — — — — — --
63.Sl
20' WATER/SEWER
EASEMENT
ROC ONS CTIJN
EN ANCE
5/w
2 5 OVRE51DEN
240 XREDEN
5 5
M,A4 L= 3219' �Ll
I CNI- 3
7,390 SF
x
Iv - - -p -I-
X-X-x
x
6,320 SF
60.00
60.00'
321'
L-i\,-,-,-h\JEERIN(� DIVISION
A? -PR D S I\JOTFQ
, /,gVff D 4
Date: �21 lo in NOTE5:
• LOT WAS BEEN CLEARED AND GRADED PURM PLAT
DEVELOFMW PROCESS MAX SLOPE ON SITE IS
I N IM OR APPROX *1% ARROWS MiCATE
DIRECTION OF SLOPE. NO SIGNIFICANT GRADW-v REQV.
• EXCESS FILL 15 TO BE REMOVED FR011 SITE.
• DCUNSPOUTS ARE TO POSITIVE PRAIN INTO PLAT
STOR1 DRAN LNES.
• DIRIVEWAY WAS A I MSE IN 32
own dwffi� RLIN OR 3% SLOPE.
JVDIRT, "Z, ROM OR DIEBRIS SI-ALL BE
C:CllZD TIME SITE TO Tw STREET
T47
IS I HEET FIL W40 TO FILTER FAMC
RECElVEDmA,7clE0m,N S`P0cUt`ST0T`BCT'oW"-LlNED W1 SOLID OPIPE OF
APPROVED MATERIAL TO CATC14 BASIN THEN DRYWELL TO T14E
STOR1 STO PROvVW 9 FRONT OF LOT ALL STORI WATER
TO BE R=ED TO EXISITINGA STOF;M SYSTIRI LINE LOCATED
FEB 112015 ON V5TH FL W,
DEVELOPMENT SERVlGlZ=LsA= cN RN03A.0524MACDEISK231TI4 PIL W
TITLE: BURNSTEAD CONSTRUCTION LLC N IIATE: 01/2645 1 DRUN BY: J HERR
W001DVALE LOT 4 11980 N.E. 24th ST. (]F� 23602 105TH Ft WE5T
EFR0510N CONTROL BELLEVUE, WA 98005 K:J7 SCALE: P=20'
(425) 454-1900 Parcel xxxxxx
of EDAf
>____;kO,
V
City of Edmonds RECEIVEP,
Site Classification Worksheet FEB 112015
WO O-C) V il�
_,T��rRT SERVIC,E
OUN
Page 1 of 2 TER "7 IS911
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 Glossary (pp. 10- 11), Figures D 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? [:1 Yes E] 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 Storinwater 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
I
Area (square feet)
1.
Exempt
Regulated
2.
eplaced
New (Post 1977) + 1
Total Regulated Impervious Area j
Mitigation required if in excess of 2000sf
01194a 3
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
cK_U
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
!9
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-S"IAI—Ei-osioii—Coiiti-ol-03.05.12.doc Page 5 of 12
'RW,;LO15'-016,—f
ROOF DOWNSPOUT
4-FOOT DlAME7*ER
HOUSE /7
CA TCH
HOLE FILLED NTH
SIN
1. 112* -3" WASHED
(YARD
DRAIN ROCK
DRAIN)
4" PVC OVrRFL6W
00L
FLOW
TO BE CONNE07ED
DOWONSPOUT
TO Lor-sionu DRAim
CLEANOUr
FLANVIEW,
WAw
Nor To scALE
ROOF -
4" Pvc OBSERVA 77 WLL
DOwspour
Co NSIR Or _IMSH.To
FN
HEDUCRArD
ROW/ - ,
HOUSE
OVERFI:OW
PROP LINE -
SPLASH
<0 .%bgv— V% vi
10,
BL
It.
FLOW
MIN 4 PIA.
SH
FINE ME
L -7-- PVC PIPE
9A bi
(YARD
DRAIN)
M TH - FX TER
FABRIC
rl
TO LOT STORM DRAIN
CLEANOUT
FOOTDIAUMR
SECTION -POL—MILL M TH
-TA414. -I'ABOVE
1 112" -.30 WASHED
NOT tO �CALE DRAIN ROCK SEASONAL HIGH
GROUND KA 7ER
TABLE
DRY WELL'DETAIL.
NOT 70 SCALE
I.. DR y WELL. S yS 7Eq 15 REQUIRED To BE INS TA dED ON EA CH L 0 T
2. ROOF DRAIN LINE FROM EACH BUILDING TO BE CONNECTED TO
-DRY KELL S�67EM. OvERFLOW LINE TO BE CONNECIED TO LOT
STORUDRAIN CL.kANOUT
J. DRY BELLS 70 BE INSTALLED A T .77ME OF BUILDING- C0N§7RUC7lON,.
2013.
114,DWIVAL. LOT
RECEIVED' (wymm ww" lgw�wwiwq M-T)
2015
DEVELOPMENT SERVICES
COUNTER
Sto 9015- 0 Ito
cj
5
5,336 SF"
, b
x
Q
ry
x
r-n nn,
32T
FIMPERVIOU5 5URFACE GALC5
FESIDENCE WIT14 EAYES 2363
WALKS AND LANDING$ 95
DRIYEWAY 42D
TOTAL. NEW IMPERVIOUS 2SS3
STRUCTURAL LOT COVERAGE
FRESIDENCE/GARAGE las
COVERED PORC44 191
TOTAL F/P 60 FT Im
STRJCTURAL LOT COVERACIE X 31%
F40M COMLAM Comista or all @WmWA covwed bg thm av4d"Is we
Ord WA'dm dk"wed cn " PIK 981 "m hm
IVERYOZ -w. oil =, =,.=--*d www",
d*iw-% Poo oveftNo, wk w!p,
.:52 Lt;"
LL
r)c))
63-31'
20' WATER/SEWER
EASEMENT
3
7,390 SF
K IQ Q-Z -7'nO"% A/
NOTES:
• LOT WAS BEEN CLEARED AND GRADED DURING PLAT
DEYELOPMENT PROCESS. MAX SLOPE ON SITE IS
I IN lee OR APPRoxI% AIRRom wDir-ATE
DIRECrION OF SLOPE. NO SIGNIFICANT CORADING REOV.
• EXCESS FILL 18 TO BE FREMOYED FROM SITE.
• DOWNSPOUTS ARE TO POSITIYE DRAW INTO PLAT
STORM DRAW LNES.
• DRIVEWAY WAS A I FJSE IN 32 RLIN OR 3% SLOPE.
• NO DIRT, MUD, ROCK OR DEBRIS 514ALL BE
TRACKED FRCM TWE SITE TO TWE STREET
• DIRECT ALL RIJNOW TO FILTER FAEFJC
FENCE DURINGs CONSTRIJCTION
• ALL DOWN SPOUTS To BE TW4T-LINEO W/ SOLID 41 PIPE OF
APPROVED MATERIAL TO CATC14 BASIN THEN DRYWELL TO T14E
STOR1 STUB PROVIDED * FRONT OF LOT ALL STOR1 WATER
TO BE RXTED TO EXISITINGs STOF;" SYSTEM LINE LOCATED
ON MT14 FL W.
• BENC444W N" ON FIFE WYDRANT
TOP/W *TRACT IF' ELEV 33UVI
10011
ri
7'(
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 03/16/15 ERR
11980 N.E. 24th ST. I
WOOI)VALE LOT 4 BELLEVUE, WA 98005 23602 105TH FL �EF
-SCALE: I"=20'
(425) 454-1900 Parcel xxxxxx
HEIGHT CALCULATIONS RESUB
,4=325' Zone
5=32(5' Corner Fla1_10 MAR 2 0 2015
C, = 32a' Letbacks
= 320' Front 4d Actual BUILDING DEPARTMENT
CITY OF eDMONDS
Sides
AVERAGE GRADE=325' Rear
ACTUAL RIDGE HT=352.43'othel. EET FILE
MAXIMUM RIDGE 1-4T= 353'112&