23715 105TH PL W.PDFiiiiiiiiii
359
23715 105TH PL W
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
STREEt F=1LE
Name:
Date: q
Site Address: '1-3 -71 �,J
Tax Parcel o 113k, L(o 0 0 0 0 C)
Project Description:
Plan Check #:
Reduced Site Plan Provided: NO)
Zoning: Te-n. r? —
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination t!1RA6 9 t 9
[�—Study Required Lo
El waiver N
SEPA Determination: LS�L,",J k,,'( -T r � "�J V\
11 Exempt T"
El Needed (for over 500 cubic yards of grading)
0 Fee 13 Checklist [I APO List with notarized form
Required Sethac*s
Street:
%
Sid
15-
Sid
1 9: 7 E
Rear:
C-7
Actual Setbacks
Street:
Side: �5—
Side: 7,
Rear:
Detached structures:
El Rockeirles:
El Fences/Trellises:
Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point:
Datum Elevation: �3
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided:
Lot Area:
maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
Vc�\rl 5F K
ADU Created: (YES / NO) t 3
Subdivision:W,,L,,.L
'�\Zb C, 6
Legal Nonconforming Land Use Determination Issued: (YES
Commenti
Plan Review By:
Plawlng Pata Form (Y7-14-09.doc
PLANNING DATA
TIZ E
I
Plan Review By:
Planning Data Form 07-14-09.doc
City of Edmonds Of Ebv
Site Classification Worksheet
Page 1 of 2 WO OD V A L--f_ 17��TE cT—
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 ipp. 10- 11), Figures Q and
E, (pp. 8-D, and Examples ()p. 11-12), to assist with completion of1his worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site?
Refer to Stonnwater Supplement Chapter 5.1 Yes No
T,C 17VO I-- ---I- * - __
—1 111%, allUJ"L dir-d ISLO ve consiaerea impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non-Relzulated, 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 Supplement Chapter 2 and Fig. C
I ina I * TA *.A, U- XT__
.-J a C: 111PUFVjOus MrIaCe Area.
LjflL2_: 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.
Lint3: 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.
LjgL4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
jjgE 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
LjUL6: 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.
Unt-7-: Identify the total area proposed to be rrtitigated through the use of Low Impact Development Techniques.
LiRL& Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the followine table on the drninaad- nlcbn ch..* f'-- &L- ____ ---A . I —
I (e.g. porous aspha It, porous concrete, paver blocks, concrete open cel led paving grids, or plastic lattices fi I led with turfor stone)
Re vised oil 310512012 E72-SWAI—Ei-osioii—Coiitl�ol-03.o5.12.doc Page 5 of 12
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11
28.OD'
N88*37'24"
2 2'- & "'
LU
d\4/PNV 3;
124 LOCK0,
ON Lq�ll
qOVEr-'—
�Il
TOfRY fRESIE)
�N EL= 331.75
Q)
I)fRIVE
18
C 6,311 SF
ETER INV 'B V
-77— ILI 9 R
3 4 2'WATr:R 1 1/2" POLYTUBE 100.00'
7' 331' N88*37'08"W
0
2k' o" 461-0111
bp- M10&03 '5-f-4-
x
ENGIN0 �N DIV�SION 'b
p D A NOTED Z�,K
Date:4L-:f "-5 oy\
_Wm prupe'14-) uvve5
IMPERVIOU5 5URFACE GALG5
RESIDENCE WITW EAVES
2423
WALKI5 AND LANDWsS
54
DIRIVEWAY
3131
TOTAL NEW IMPERVIOUS
2514
15TRUCTURAL LOT COVERAGE
RZESID CE/GARAGE
11W
COVEFMD PORCW
220
TOTAL F/P 50 FT
'0'6
STRCTURAL LOT COYIERAGE
11. 321.
OVERVIM
d*rmL
0
w
- L-1
PLAT MAP
T"
R
5ENCI4MAW, 1XI ON FIRE HYDRANT
TOPW *TR.4'V--T T-* ELEV 331-V' 1
rITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 11/24/15 DRUN 5Y: J WEIRR
11980 N.E. 24th ST. I -
WOOE)VALE LOT ]a BELLEVUE, WA 98005 23115 105TH PL WE5T
5GALE: I"=20-
�b I 1,F) I ':�n A (425) 454-1900 Parcel 0 01136400001800
NOTE5:
• EXCESS FILL IS TO BE REMOVED FROM SITE.
• DOUNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• NO DIRT, MUD, ROM OR DEBRIS SWALL BE
TRACKED FROM THE SITE TO TWE STREET
• DIRECT ALL RLINOFF TO FILTER FA15RIC
FENCE DURING CCNSTR.ICTION
13 ALL DOM SPOUTS TO BE Th3WT-LINED UV SOLID 4" PIPE OF
APPROVED MATERIAL TO CATCH BASIN TWEN DRYMLL TO
STOW STLI13 PROVIDED o FRONT OF LOT. ALL STORM WATE
TO BE ROUTED TO EXISITNG STORM SYSTEM LINE LOCATED
ON MTH PL W.
HEIGHT CALCULATIONS
A = 331'
Zoneg�--��/PRD,.)a)7,/,6Comer_IS
Flag tj
5=331' APP OVED Ry PLANNINGS-etbacks Reguired Actual
FrontLJ
Sides P
AV. ORIG GRADE=331'
Rear�,
-7
ACTUAL' fRIEDGE HT=355.5ro'
Other 6-
M4XIMUt'l FI[)GE k4T= 35ro'
Height
a�- 5,—
RECEIVED
FILE
NOV 2 4 2015 ,
uw- C) 15- So
STREET
DEVELUPMENT SERVICES CTR
C11Y OF EDMONDS
02-9 28. 0 D,
N88'37'24"I
N
0 -D C30 N88*37'24"W
/T �����9966�
0 FILTER FABRIC FENCE—.m,-
-X—x—X—
r-1 FLAN WV&05
X-X-x
E�\P STOIRY fREeII)ENCE _0
EL 331.7 0
C ONST\ UCTI C5
E T". E
x 0
18
6)311 SF
-x
N88*37'08"W
N x
00
�i PLAT MAP
ENGINEERING DIVISION
qAr(��ED NOTED
NOTES:
- EXCESS FILL IS TO 5E REMOVED FROM SITE,
iU Date: . DOUNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STOW DRAIN LINES.
a NO DIRT, MUD, ROCK, OR DEENS $WALL BE
TRACKED FROM THE SITE TO TWE STREET
DIRECT ALL "OFF TO FILTER FAERC
FENCE DURING CONSTRUCTION
RECEIVED
• ALL VOUN SPOUTS TO BE T&IT-LINED V SOLID 4' PIPE OF
APPPj:NSD MATEPJAL TO CATCW BASIN TWEN DRYIIELL TO
STORM STU5 PFjWDED 0 FRONT OF LOT. ALL STOW WATE
NOV 2 4 2015
TO 5E ROUTED TO EXISITM STORM SYSTEM LINE LOCATED
ON WDTH PL W
• BENC441AW "X" ON FIRE WYDRANT
DEVELOPMEW SEWCES CTFL
TOPAW @TRACT IF' ELEY 331.301
TITLECRYOFEDMOM)S BURNSTEAD CONSTRUCTION LLC N DATE: 11/24/15 DRUN BY: J WERR
WOOI)VALE LOT 10 11980 N.E. 24th ST. 23115 105TH FL WE5T
BELLEVUE, WA 98005
EfRO51ON C-ONTfROL 5CALE: 1"=20'
(425) 454-1900 Parcel 01136400001WO
POOF DOWSPOUr
HOUSE 4-FOOT DIAME
HOLE FXLED'WF7H
0 W
/* BASIN 1. 112" -3* WASHED
(YARD DRAIN ROCK
bRAJN)
4" PVC OtotRFL6W
ROOF FLOW TO BE CONNE07ED
PQWNSPOUT TO LOT -STORM DRAW
CLEANOUr
PLANVIEW
NOT TO SCALE
ROOF - - 4N PVC OBSERVA 770M WELL
kDO-1079-50-UT &ONS7R F To,
vo
UCr 'U-
OV MED ORADE) ROW/
OVERFI:OW ROP LINE
HOUSE v Y;r val
LAS
H
SOIL
10
BLOCK Toe_ 0�
MW
FLOW
MIN 4'DIA.
F7NE pvc PIPE
REEN
CA TCH WOLE-LINED 4# 4 Pvc OVERFLOW
BA51N WTH nL. 7ER TO BE CONNE07ED
(YARD FA BPIC 70 LOT STORM DRAIN
4" blA. CLEANOUT
o MIIV, pvc PIPE
p
4-FOOT DIAMrXR
SECTION HOLE FILLED W7H
qmmwvft-� 1 112" -.3" WASHED _lmay, IIABOVE
NOT TO. SCALE SEASONAL HIGH
DRAWROCK..
GROUND WA TER
TABLE
DRY WEL.LVETAIL
NOT TO SCALE
I.. DRY ffLL. $Y$7rhf IS REQUIRED TO BE INSTALLED ON EACH LOT
2. ROOF DRAIN LINE FROM EACH BUILDING TO BE CONNECTED TO
-DRY KELL SySIEM. OVERFLOW LINE TO BE CONNEC7ED TO LOT
STORM DRAIN CLEANOUT
j. DRYKELLS 70BEINSTALLEDAT-77ME0,FBUILDING-CONS7RUC770M.
4.: 049N%,�' a13.
M.AR 2 q 2
lolqmiAL� LOT r"We" WtL v000m. lomp�bs
lAr-K YL-W Jvi%*A VIM" 19WWA?-q ftArT) !,�A