13-102211 (2)C�'"to- Axr^wss' plcv�•�
Ref: KCC 21a.12.030
Max Impervious Surface
s Allowed
Max- Bldg. Height Allowed
Ref: KCC 21a.12.170
Min Bldg setback from Street
Min Garage setback from Street
Min. Bldg. Setback from Interior
Permit Center Validations:
o Zoning
o Site Review Not Applicable
Validated Signature
Login Initials Date:
Notice- Historical Landmark
• Notice - Farmland Preservation
• Notice- Fire Sprinklers Required
■ Notice - Served by Septic and/or well
• Notice - Special Site Conditions (See attached)
• Notice - Flood Elevation Certificate Required
• Notice - Critical Areas Notice on Title
Required
• Notice - Drainage Covenant Required.
+ Other Notice -
t PSS Submittal Approvals
General Critical Areas
Initials
Date
Wetland/Aquatic Areas
Initials
Date
Grading/Clearing
Initials
Date
Geotechnical
Initials
Date
Site Engineering
Initials
Date
Shorelines
Initials
Date
Fire
Initials
Date
Sprinklers Required?
Yes _
No
Zoning
SEPA Required?
Yes No
Initials Date
y.Y vu v w IV_.-j— —
GRADE BOTH SITE AS REQUIRED IGOR AFlCHUK CONTOUR
COVIN SE 2WA PLACE PROP LINE PROPERTY LINE (TYP) NLL
TO ENSURE DRAINAGE FLOW VI
WA 98042
DIRECTIONS AS SHOWN FINISHED CONTOUR p uw
o _
N 02" 02' 59" E 210.00'
N 02" 02' 59" E 96.00'
god
PROPOSED SIHGH.E
FAMILY RESIDENCE:
Lot
/ •,r-�w�J•yi• 401
AW
aoe—
C
Y
I
� I
61
C,
S
N
u
A
FLOW -
-- 'N 42`
N 02" 02' 59" E 96.00'
GENERAL NOTES:
WATER METER
C 0
3 SHEET FLOW FOR BASIC DISPERSION 3CAR GARAGE �1
O (slope to o,h. door)
j I
PROPOSED SINGLEI FAMLY RESIDENCE: � A�
GARAGESLAB 41W.Ir _ , ^.t•,
N.FLOOR ELEV. 411'-G' r ' • • . .. , r .:•
UPI. FLOOR ELEY. 422' - S" ti=
b ROOF ELEV. 431'- 6' i• •�'� 1 •E .; :. I N --1_ II
RIOGE 435-6" y o
V1 � { r• •4• I '� I 3
�"> •(
Lot: )
- ----- -------- -- - I
-16 FT
A
.•Li1Y RUCE� ' i
a
1i11 N 02' 02' 59" E 114.00' �sfll
I
I
I
STO DRIVEWAY
I
I
BASIN I
THE CONTRACTOR, SHALL BE RESPONSIBLE FOR PROVIDING ADEOUATE SAFEGUARDS, �t_ 1 I
It
•&L � ..cL. o-�-._!r•= •, : +vdr- r- m m r."; —
iraII ac r Ir -_ r-rt z ¢ ..... -1, 1
SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND AN'-" OTHER. HEEDED SITE DISCHARGE t
ROAD STANDARDS (KORB), AND THE KING COUNTY COUNCIL'S CONDITIONS OF
CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE
A4_;IlLeB� UF 0%01ct:T ' -U17 Tr-�.STTE�'G�,—�-T>�-�`l'Eu'- •=v{� `- - --
PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY. OF THE
APPLICANT.AND THE PROFESSIONAL
ROAD RIGHTS -OF -WAY
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE PROPERTY LINE (TYP )
CIVIL ENGINEER TO CORRECT A14Y ERROR, OMISSION
OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL
CORRECTIONS SHALL BE AT PIO
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE
CONTRACTOR ANY WORD: WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INITERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF IMPERVIOUS AREA SUMMARY
ADDITIOPINL COSTS OR LIABILITY TO KIF1G COUNTf
APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPP-.DYED SET OF PLANS
TRAFFIC AFFECTED ALL SECTIONS OF THE W.SDOT STANDARD SPECIFICATIONS I -pi T
THAT MEET ALL THE REQUIREMENTS OF Y-CRS CHAPTER 2 ARE SUBMITTED TO THE DESS'S
TRAFFIC CONTP.OL, SHALL APPLY
THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE
DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION
c
KING COUNTY DEPARTMENT OF DEVELOPMENT AIJD-ZNVIRONh1ENTAL SERVICES (ODES)
ENGINEERING REVIEW CHEDI! IST SOME ELEMENTS AWAY HAVE BEEN OVERLOOKED OR
MISSED BY THE DDES PLAN P,E`,/IEVJEP, AN'; VP,P,I4NCE FROM ADOPTED STANDARDS IS iJOT
DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED NE ODES
y'� .^A JSJ,� i�„s I r + . 1-t / �LO Vi'-Q _ MAYRN ritcF uxe
-1 6e— ` W
ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNT( PRIOR TO CONSTRUCTION
GROUNDWATER. SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OI OP,
APPROPRIATE DRAINAGE EASEMENT. BUT NOT UNDERNEATH THE ROADWAY SECTION ALL
l +fr+ , l�t + r� / L' l _
i/ f 1 Y W 1
1 �,,. /T r 'A A .�i �p r�}[]
APPROVAL OF THIS ROAD, GRAOING , AND DRAINAGE PLAN DOES NOT CONSTITUTE AN
APPROVAL OF ANY OTHER CONSTRUCTION (E.G DOMESTIC WATER CONVEYANCE SE4VER
GROUNDWATER SYSTEMS MU5T BE CONSTRUCTED IN ACCORDANCE WITH SECTIONal
3 02
_ ,, ,�}•L .
[�j, ' 'wry' �YbJ ` L{ i P KY... ((U(aA.+..•••r wwwtt` "Y •^'�" `-'-�^"Rills
CONVEYANCE, GAS, ELECTRICAL ETC)
OF THE APWA STANDARD SPECIFICATIONS
�' 2 sf C5 (,� Al C�ylltr DRIVEWAY SECTION
ALL'JTILITI TRENCHES SHALL BE BACKFILL'cD AND COMPACTEC TO 95 PERCENT DENSITY
Q.� k"+ �� I `+ s
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PP.ECONSTRUCTION MEETING^'t"
MUST BE HELD BETWEEN THE DOES'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT
AND THE APPLICANT'S CONSTRUCT REPRESENTATIVE
ENTATIVE
ALL ROADWAY SUBGRADES SHALL BE B.ACKFILLEDAND COMPACTED T095 PERCENT
Lot 1 NORTH Lot 2 SOUTH
DENSIT) NNSDOT 2-06 a)
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER, OPEN CUTTING OF EXISTING ROAOWATS:N NOT.ALLOWED UNLESS SPECIFICALLY
CONSTRUCTION IS IN PROGRESS APPROVED BY DDES AND NOTED ON THESE APPROVED PLAIDS ANY OPEN CUT SHALL BE
CONSTRUCTION NOISE SHALL BE LIMA � t0 AS PER KING COUNTY CODE (SECTION 1? 6B); RESTORED IfH ACCORDANCE WITH F.CRS 8 03(6)3
PJORMALI i' THIS IS 7 A fd TO 10 P M WEEKDAYS AND 9 A M TO 10 P M ON WEEKENDS.
BOUNDARY AND TOPOGRAPHY BY GEODETIC SURVEYING SERVICES
Site Plan Template cqfpmv'e � `,I ►(-/ I a C_Douxr
Permit Number: arcel Number:
King County 2009 Ding County Surface Water Design Manual Applicant Name: IGOR AFlCHUK
Description
Area (SF)
House Roof
2678
Driveway
2966
Sum
5644
Description
Area (SF)
House Roof
2667
Driveway
897
Sum
3564
6143600440
,ESUBMI-TT
SEP 09 2013
F FEDERAL W
Sheet
11 of
Site Address: 3605 SOUTH 334TH STREET Sheet 2
FEDERAL WAY, WA