23-101282-Civil Site Plan-11.09.23��
NOT TO SCALE
L
sSW 296th St
`� \ t n• sir S'� y �.
a
` Sla/'�Oth�
SITE� m 54': 301 st St �
v
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St'r 304-r, St
LO
a .1 �S,O
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VICINITY MAP
LEGEND
EXISTING
220
EXISTING CONTOUR LINE
EXISTING PROPERTY BOUNDARY
- - - - EXISTING LOT LINE
EXISTING GRAVEL DRIVEWAY
EXISTING EASEMENT LINE
® = FOUND MONUMENT IN CASE
CB ❑ = CATCH BASIN
FH = FIRE HYDRANT
QS = SANITARY SEWER MANHOLE
WM® = WATER METER
QW = WATER VALVE
PROPOSED
220
0_54%
0
220 _
W W
FLOW PATH
PROPOSED SPOT GRADE
PROPOSED GRADING SLOPE
PROPOSED DRIVEWAY
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED CONTOUR LINE
PROPOSED STORM DRAIN PIPE
PROPOSED CATCH BASIN
PROPOSED CLEANOUT
PROPOSED SEWER/SEPTIC LINE
PROPOSED WATER METER
PROPOSED WATER SERVICE
A PORTION OF SECTION 6, TOWNSHIP 21N, RANGE 4E, W.M., KING COUNTY
LOT 10 I
_ 30.21' 301ST ST SHORT PLAT
S81 Z 0 "E —
I I Z
1 i S 81 °42'07„ E PPooti 5 N
120.29' �P�h�ti 50' GEOLOGIC HAZARD AREA I J ~ 0
I I —_ BUFFER PER CITY OF FEDERAL J 0)
\p\ �268 ~�' ' PROPOSED I i ~ Q
PG' i I INFILTRATION TRENCH / �
EP PAP I I TO BE DESIGNED _ V O 0
pF i� 1 j N/ �2 4 ✓ �6 ' WITH BUILDING (+�
Iw �i� N/ i /2 PERMITS = Q
Q
la
o a_ 270 / 4' PROPOSED 2,500 I Z J
/ \ 7g'/ I SF(ROOF AREA) a o Q
PROPOSED I,,l io / �2 _ // I HOUSE I Q 0
PERMEABLEpo PROPOSED 6" SS _ /j � (f� N
PAVEMENT DRIVEWAY PLO i� ��280� // I i 1"=20' Y W r r W
U Q
7 � � O
0 10 20 40
O � I�
zl i 272i IL
78 282
SSMH / �--- j� APPROX. LIMITS
RIM=272.59' OF CLEARING/GRADING I o
COULD NOT OPENLq
CB 00 N � I PRO 0 ID ER ER
\ / 15 TOE OF SLOPE z
\ RIM=274.91 � t�00 � / AND, RV,i 6 tC I
IE 12" CMP N=271.31 I x 00 36" MPl`t / / r SETBACK PER GEOTECHNICAL
\ IE 12" CMP S=271.41' I w x �/ ( / i// / / / II M REPORT PAR
CB w --J I IM � S� P��S, PGS
\ PAVEMENT
'n/' 12" MPL i / / `1 / �I� �0
AROUND CB ( PL / /// / � / / / Z PR�N� OF 6
\ / 12 MP
,� ICI M vM� �Jg
�276'� / --- '� // `L MdlT_' 0 ,40%
J // I // 777 M1
— Q ' 1 12"L 614 SF ,/
Z SQL PE /
I{-278' o \/1�� PL.��\`Lo
o REESG
w TO R AIN /\ I
Ld
\ o PL MP
Lu
CB _j —282'—
\ RIM=289.02' � II / \ LIKAITS OF Q%
BTM=282.22' i I Olb / � LOP
\ IE 12" CMP SE=283.62' —284 i �24 SP MPL / � / / / \ �,\6 4
BEGIN ROLLED , \ / TAX PAC L#// / /
\ PAVEMENT —286 / /51532�J02
/ / LOT 1 \
\ / J i L MP CLUSTER / 38,536 sq1 ft./ / / �/ / I LI--I
/ ®-288' I —� / -- __ 0.88 acres __z
S89,14 36" /l 1,A9.48Y �� Ln
/i CB '\\ I O P,i� TBM #2 °�°
POS
,LmLI
ED
12 MI/ELEV.=289.15'
EX. PROPERTY LINE
EX. CATCH BASIN I `� I / - //�,/ / / • / ,y:) /
EXISTING
MON IN CAS _292'-
2 i i N88'26'07"W
20.00' - EG N
I/EXISTING IIROLLE� /�O tX REES / / / I I QP�G�65
MON IN CASE / CURB / To' RE A��
iv A7,912 SF
�,�
I / cc) 60LMPL
� 8"
\ / /1�P jl 8" 'MPL DECK
\ �\ PL l `I.'C WAIul
qn
\ � \ 8"" MPL 8" L CONC. WALK
EXISTING I �`. 12 MPL " MP✓� a BELOW DECK / Z
DRIVEWAY �� `� HOUSE #1298
FFE=325.30 �
�
EX. EDGE OF PAVEMENT RPE= 1T
-r 11_L1_dl 1�
339.10'
\ I CONC.
1 I I I CONC. a/ 'aI PORCH & /
i o / / J I PAD � I i STAIRS
°
l ;. J I aI
FX. TREES
REMAIN ,
(TYP.)
CB
RIM=303.21' a I B r J I I L .�Q....i EX. IMP OVEMENTS'
IE 12" CMP N=298.86' c�. :....1 ON LOT�1 TO \\ 48" ",V
I / PROq(OSE ADA. RA REMAIN
IE 12" CMP E=298.91' a �' ROW I I I I / CDR AP
/ AP ROX. LIMITS
IE 12" CMP S=299.01' Q FH I I 1 I / - ICI OF CLEARING/GRADING
° d l k I r.... , ,, ,...1 I QI /
I S I
III I S 89°24' 6" E 119.48' / (o1
EXISTING ` r zl
CB �
LOT 13
OSED °5' CEMENT ONCRETE SIDEW�LKA
RIM=305.23' ° a.
IE 6" PVC E=302.30" I E$ CATCH BASIN - _- ___ -- p� -- - __ - - - -- � o
IE 12" PVC W=301.98'-0007 i /
AE7
11 m / 3 P�� SSMH N
QS IS. 01ST ST 0 SQ /
- p RIM=329.06' II
�R I i -'�__ ( - - COULD NOT OPEN / — S— 301 s t ST.
P ° i w / EX. IRE HYQRANT PROPOS D ROLLED—
p��s 3 I iIl 0 I I CURB AD GUTTER w S 1 S 8 BASS 6" E 1ING
S� PG• II o w � w �, w W c� �, w BASIS OF �EARING
PGN PAS, I (' Q °I a/ EXISTING I o N EX. E E OF PAVEMENT o_
3 Y, i�i /�o MON IN CASE � - ---- --- ----- --- - ----- --ROLLED CURB --
J-------------------- -- -- -- CB
�
w ac �. I
I %%' ° ° M`; a... a CONC. WALK ,. a ---a ,-- n
a ° a °
p
ZO
U Ii
W
P� , /. ` EX. CATCH BASIN
_ CB
— - RIM=308.89'
d i
Pc,P i
— —
CB
CB
IE 12" CMP N=303.14'
CB 9
IF 12" CMP F=302.94'
!I
r'!
li° CB RIM=328.41'
I
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LEGAL DESCRIPTION
LOT 12, BLOCK 3, MARINE VIEW ESTATES, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGES 59 AND 60, IN KING
— _ COUNTY, WASHINGTON.
SITUATE IN COUNTY OF KING, STATE OF WASHINGTON
PROJECT DATA:
PROJECT ADDRESS:
TAX PARCELS:
JURISDICTION:
SCHOOL DISTRICT:
SITE STATISTICS
EXISTING ZONING:
PROPOSED USE:
GROSS SITE AREA:
MINIMUM
ALLOWABLE LOT AREA:
SMALLEST PROPOSED LOT AREA:
LARGEST
PROPOSED LOT AREA:
AVERAGE
LOT AREA:
MINIMUM
LOT WIDTH:
FRONT SETBACK:
SIDE SETBACK:
REAR SETBACK:
MAXIMUM IMPERVIOUS:
1298 SW 301ST ST
FEDERAL WAY, WA 98023
5153200260
CITY OF FEDERAL WAY
FEDERAL WAY SCHOOL DISTRICT
RS-15.0 (15,000 SF MIN.)
SINGLE-FAMILY RESIDENCES
38,536 SF (0.89 AC)
15,000 SF
17,922 SF
20,614 SF
19,268 SF
20'
5'
5'
50%
OWNER/DEVELOPER
APPLICANT
INNOVATIVE PANEL LP
17837 1ST AVE S #531
NORMANDY PARK, WA 98148
ENGINEER:
TEBALDI ENGINEERING, LLC
PO BOX 121
SUMNER, WA 98390TEL: (206) 450-5096
CONTACT: CHRIS TEBALDI, P.E.
CHRIS®TEBALDIENGINEERING.COM
SURVEYOR:
4UITE SURVEYING & CONSULTING
4435 A ST SE SUITE A
AUBURN, WA 98002
BASIS OF BEARING
N 89'24'36" W
UTILITIES ALONG THE CENTERLINE OF S 301 ST STREET
WATER LAKEHAVEN UTILITY DISTRICT BASED ON PLAT OF MARINE VIEW ESTATES
SEWER LAKEHAVEN UTILITY DISTRICT PER VOL. 44 OF PLATS, PGS 59-60
POWER PSE VERTICAL DATUM
GAS PSE
TELEPHONE CENTURYLINK NAVD 88
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