23609 105TH PL W.PDFlill iiiiii
329
23609 105TH PL W
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
=FILE]
Name: (� Li cy
Date:
Site Address: 2, —,� �C) 0
P [a nCheck#: 9,1'z9
Project Description:
Reduced Site Plan Provided: (YES NO)
Zoning:
Map Page.:--
Corner Lot: E(YES
Flag Lot: (YES
Critical Areas Determination #:
0—study Required (eq (17 A/10 /--I-cf Z15615,01
0- waiver
SEPA Determination:
El Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
RequIred Setbacks
Street:
S
Ve: -7.)
Side:
7-S
Rear:
Actual Setbacks
Street:
Side:
Rear:
11 Detached Structures:
El Rockeries:
El Fences/Trellises:
ELBay Windows/ Projecting Modulation: S -C a C V
El Stairs/Deck:
t
Datum Point: 0 F 14 Toe lvl�
Datum Elevation: -2,0
Maximum Height Allowed:
Actual Height: Z 'f. 3 -7 YO. X7 S—
Other
Parking Required:
Parking Provided : 7
Lot Area: �'/-J -7
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: - 2-j--',S?
+
ADU Created: (YES / 00
Subdivision:Zof -7 Al-iodvq1I f9b - 02—
Legal Nonconforming Land Use Determination Issued: (YES
Comments
Aef,14 �-C C
12
3-Z 13L) 6 3 16, 'Ct L-)
3-L-7 IV avc"�Ce
Plan Review By: _i(/(� f �, 0�301t)-
Planning Data Form 04-11-06.doc
B
LLJ
C14
C14
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NOTE5:
a LOT WAS BEEN CLEARED AND GrRADED DURING PLAT
DEVELOPMENT PROCESS. MAX SLOPE CM SITE 15
ENGINEERING DIVISION
D IN lov OR APPRO>cl% ARROm INDICATE
APPBOS
WD
NOTED
IMCTION Or- SLOPE. NO SIGNIFICANT GRADM REQ-0.
1:7y/
Date:
a EXCESS FILL 15 TO BE REMOVED FROM SIM.
DOMSPOUTS AM TO POSITIVE DRAIN INTO PLAT
1NWv
STORM DRAIN LINES.
DRIVEUAY WAS A I RISE N 32 RUN OR 3% SLOPE.
ONO L)lw'mw,wm OR OEms w4LL BE
TRACMD FWM THE SITE TO THE STREET
RECEIVED
0 DIRECT ALL IR14OR TO FILTER FABRIC
FENCE DURING CONSTRIXTION
OCT 3 0 2015
• ALL DOUN SPOUTS TO BE TIG14T-LIWD W/ SOLID 4* PIPE OF
4PPROAD MATERIAL TO CATCH BASIN THEN DRYUIELL TO T�E
FT61�1 STU5 PROVIDED - FRONT OF LOT ALL STORM UgR
SERVICES CTR-
TO BE ROUTED TO EXISITNG STOW SYSTEM LIW LOCA
DEVELOPWINIT
CITY OF EDMONDS
ON WSTH PL tU
• 5EW441AW 1x* ON FIRE WDRANT
TOPNff OTPACT T-' ELEV 331.30'
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 10/23/15 1 DRM BY: J HERR
11980 N.E. 24th ST. —
UJI001)VALE LOT I BELLEVUE, WA 98005 236013 105TH FL WE5T
EfRO51ON CONTROL SCALE: I"=20'
(425) 454-1900 Parcel 01136400000-100
C14
L
10
POOF DOwspour
HOUSE
N TcH OOT DIAME
G71 H01
HOLE FILLED WTH
ASI
N
BASIN -.3" If
jA t 112* ASHED
IYARD DRAIN ROCK
ARD�
RAIN
bRA.W)
4-PVC QWRFrOW
FLOW TO BE CONNE07ED
DOMNSPOUT TO LOT -STORM DRAIN
CLEANOUT
V.
PLANVIEW,
OT TO SCALE
0 5�E
N T
ROOF - 4 P VC OBSER VA WLL
CT LU_""
Fo-wSPOUT 'CON F To"
ZUGRADE)
IS ROW1
nN
HOUSE
OVERFLOW LINE
_r*'VTZ"W
SPLA H
S .%bqv�- ?L w
4RP
10,
10,
9LO K
zi t=
I "MIN
FLOW
MIN 4 DIA
Pvc PIPE
SIDES OF
CA TCH
;CA TCHj
-HOLE-LINED
ASI WTH TR
4# 4v PVC OVERR-Qw
'RL.
(YARD FABRIC
DRA
TO BE CONNEC7ED
70 LOT STORM DRAIN
4"
CLEA NOUT
10'MIN. PIPE
10T DJAI
SECTION
HOLE FILLED WTH
144/144. 1 A90VE
1 1/2' -Xv &SHED
NOT TO. SCALE DRAW ROCK SEASONAL HIGH
GROUND WA TER
IABLE
'DRY WELL VETAI
NOT 70 SCALE
1. - DR Y YELL - S Y$ TEM 15 REQUIRED TO BE INS TA LLED ON EA CH L 0 T
2. ROOF DRAIN UNE FROM EACH BUILDING 70 BE CONNEC7ED TO
'DRY P SyS7FAJ, OVERFLOW LINE TO BE CONNE07ED TO LOT
VFIL
STORM DRAIN CLEANOUT.
=+ J. DRY VVELLS 70 BE INSTALLED A T.77ME OF BUILDING- 00N§7RUC710N.
4.: W+10*00 Wr,* 6mt4s(AAw PMt4s) 2 a 1, 3.
INDWIViAL. LOT vm.weAx$, NOW IMAMS
g4k YL-*W (Wl*m W06" 19W�4"Aftq ftAT)
RECEIVED
OCT 3 0 2015
DEVELOPIVIVINIT SERVICES CTR.
CITY OF EDMONDS
i, � "
Scanned
5
3 2 (o "
LIJ
z
1IMPERVIOL15 5URFACE CALCS
MSIDB4CE WITH EAVES 2!5751
WALKS AND LANDIWsS 613
DRIVEWAY 3"
TOTAL NEW MDERIAOUS 2954
F5-TRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE ma
COVERED PORC14 210
TOTAL F/P $0 FT
STRICTURAL LOT CO 3111
ROM COVEZ40E, C4r*lsts of all eWnmM* oavo-ed bg On WucurWs roe
ard kckcW = " dlcw*Wnmd on ft pW% got gwm �wm
PfIERAM WAjdwalldscko,poid caWWwwvd*uu0t�,
dom roe ovwtwcp, wakuyi, cir"wqp aid payed are".
ENO INEERING DIVIZ-51y"i
D AS NOTED
APPIR Vff
P;
9-01 1 -7
NOTE5:
• LOT WAS BEEN CLEARED AND GRADED DURIW. FLAT
DEVELOPMENT PROCESS. MAX SLOPE ON SITE 15
I IN 100 OR APPROXI% AFROWS INDICATE
DIRECTION OF SLOPE, NO SIGNIFICANT GRADING REQD.
• EXCESS FILL 15 TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
DRIVEWAY WAS A I RISE IN 32 RUN OR 3% SLOPE.
NO DIRr, MUD, ROCK, OR DEBRIS SW&L BE
TRACKED FROM THE SITE TO THE STREET
DIRECT ALL RWOFF TO FILTER FA5RJC
FENCE DURING CONSTF44CTIM
ALL 0 TO BE TIGWT-LII�W W1 SOLID 4' PIPE OF
0 MATERIAL To CATC14 BASIN TWEN DRYWELL TO T14E
STORM STUB PROVIDED a FRONT OF LOT. ALL STOW WATER
TO BE ROUTED TO EXISITING5 STORM SYSTEM LINE LOCATED
BENCWMAW, 'X' ON FIRE HYDRANT
TOP#W *TRACT "I" ELEV 33130'
N
ON
TITL- DATE: 10/23/15 � DF&N BY: J HERR
E" BURNSTEAD CONSTRUCTION LLC N
WOOE)VALE LOT 1 11980 N.E. 24th ST. 2360'� 105TH FL WE5T
BELLEVUE, WA 98005
5CALE: P=20'
NA 7PIC:, ILJI)9, (425) 454-1900 Parcel 0 01136400000100
HEIGHT CALCULATION5
A = 32-1, -rREET FILE
5=327
G 32(o
C) 32(o'
AVEFRAGE GFPADE=32ro.5'
ACTUAL RIE)GE HT=350,a_15'
MAXIMUM IRIE)GE HT= 351.5'
?0 ('S-/ 0
Flag,
%_orner_.
zone—
S,tb,acks
d
Front
Sides 1v
7.5,
1�11 �7_5_
s6
Rear 0
-----RECEIVED
Other
z 5-
i4eight—
OCT 3 0 2015
L
&WOF EDMONDS