HomeMy WebLinkAboutMAP_Preliminary_Short_Plat__Sierra_Homes_SP_221205_v1.pdfLEGEND (EXISTING)
(M)
(P)
m
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O
❑T
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P P P
OHP OHP OHP
T T T
w w w -
SD SD SD
SS SS
FOUND MONUMENTIN CASE
FOUND REBAR & CAP
MEASURED
PLAT
WATER VALVE
FIRE HYDRANT
WATER METER
IRRIGATION CONTROL VALVE
SEWER MANHOLE
SEWER CLEANOUT
STORM MANHOLE
CATCH BASIN
YARD DRAIN
JUNCTION BOX
LIGHT POLE
LIGHT POST
TELEPHONE RISER
POWER POLE
GUIDE WIRE
GAS METER
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
UNDERGROUND COMMUNICATION LINE
WATER LINE
STORM LINE
SEWER LINE
GAS LINE
WOOD FENCE (WF)
DECIDUOUS TREE
DECIDUOUS TREE TO BE REMOVED
SIERRA HOMES PRELIMINARY 3 LOT SHORT PLAT
A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
PROJECT TEAM
SITE DATA
OWNER:
DAN FINKBEINER
SITE ADDRESS:
702 NILE AVE NE
SIERRA HOMES
RENTON, WA 98059
PO BOX 3069
ISSAQUAH, WA 98027
SITE AREA:
31,998 SF (0.734 ACRES)
(425) 471-3472
TOTAL PROPOSED LOTS:
3
ENGINEER/SURVEYOR:
COSTA PHILIPPIDES, PE/DAVID MATTHEWS, PLS
ENCOMPASS ENGINEERING & SURVEYING
TAX PARCEL:
112305-9002
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WA 98027
ZONING:
R-4
(425) 392-0250
MIN LOT SIZE:
9,000 SF
GEOTECHNICAL ENGINEER: PHILLIP HABERMAN
COBALT GEOSCIENCES, LLC
MIN LOT WIDTH:
70 FEET
PO BOX 82243
KENMORE, WA 98028
MIN LOT WIDTH (CORNER):
80 FEET
(206) 331-1097
MIN LOT DEPTH:
100 FEET
ECOLOGIST:
JOHN ALTMANN
ALTMANN OLIVER ASSOCIATES, LLC
MAX BUILDING COVERAGE:
35%
PO BOX 578
CARNATION, WA 98014
MAX IMPERVIOUS COVERAGE:50%
(425) 333-4535
DENSITY:
4 DU/ACRE
ARBORIST:
ROBERT LAYTON
LAYTON TREE CONSULTING, LLC
UTILITY INFORMATION
PO BOX 572
SNOHOMISH, WA 98291
SEWER:
CITY OF RENTON
(425) 220-5711
BSBL DISTANCES
AFRONT YARD: 30'
AREAR YARD: 25'
ASIDE YARD: 20' COMBINED (7.5' MIN)
ASTREET: 30'
ASSUMED IMPERVIOUS AREAS
ONSITE
TOTAL ROOF
=5,880 SF
DRIVEWAY (PGIS)
=1,611 SF
WALKWAY
=215 SF
TOTAL ONSITE IMPERVIOUS
=7,706 SF
OFFSITE
DRIVEWAY (PGIS)
=820 SF
TOTAL IMPERVIOUS =8,526 SF
FLOOD HAZARD INFORMATION
CONCRETE FEMA FLOOD ZONE X - AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
ASPHALT FEMA MAP NUMBER 53033CO982G
MAP REVISED AUGUST 19, 2020
GRAVEL
LEGEND (PROPOSED)
0 WATER METER
W W WATER SERVICE LINE
0 SEWER CLEANOUT
S S SEWER SERVICE LINE
n CATCH BASIN
MA
�F WASH
36804
SJONAL LA����
12/8/22
WATER: KING COUNTY WATER DISTRICT 90
ELECTRIC/GAS: PSE
FIRE: RENTON REGIONAL FIRE AUTHORITY
VERTICAL DATUM
NAVD 88
BENCHMARK
CITY OF RENTON CONTROL POINT 1854. 3" BRASS DISK AT
THE INTERSECTION OF NE 4TH STREET (SE 128TH STREET)
AND 148TH AVENUE SE.
ELEVATION = 454.77'
HORIZONTAL DATUM
NAD 83/91 PER CITY OF RENTON SURVEY CONTROL
BASIS OF BEARINGS
N87'27'22"W BETWEEN FOUND MONUMENTS ON NE 7TH PLACE
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGAL DESCRIPTION
LOT 1, WESTON HEIGHTS NORTH SHORT PLAT, CITY OF
RENTON SHORT PLAT NO. LUA 16-000140 LND 20-0630,
RECORDED UNDER RECORDING NUMBER 20171026900003,IN
KING COUNTY, WASHINGTON.
PROJECT SITE w
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NE 6TH PLACE
VICINITY MAP
NOT TO SCALE
W ITE LANE
STRIPE
FOUND
MONUMENT
SIERRA HOMES PRELIMINARY 3 LOT SHORT PLAT
A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 11, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
TAX PARCEL 112305-9087
736 NILE AVE NE
0
0
TAX PARCEL 638930-0120
TRACT A
SDMH
IN CASE 0 I 3 SDMH MIN =518.51
o RIM=519.67 FOUND IE 12" DI (N)=510.71
IE 12" DI (E)=510.17 MONUMENT IE 12" DI (NE)=510.61
3: IE 12" DI (S)=509.97 SSMH IN CASE IE 12" DI (W)=510.51
SSMH a RIM=518.79 IE 6" PVC (S)=505.61
RIM=519.75 0 ~ SDCB
IE 8" PVC (E)=51244
IE 8" PVC (E)=511.65 W W W IE 8" PVC (W)=512.34 RIM=518.37 SSMH
IE 8" PVC (S)=511.75 W
w w W W w IE 12" DI (N)=515.37 RIM= " 518.17
E 8" PVC (N)=511.85 - c 95.23' (P) 95.30' (M) w IE 8PVC (E)=512.77
/ IE 8" PVC (W)=512.67
N87'27'22"W 86.78 w w� FOUND MONUMENT
ss 3 s (PBASIS OF BEARINGS) 51g/
-I' SS -SS , IN CASE
~ so SD SD SD
SD SD N77
SD sD D. S�.7 45"ry t� , W N W -Z
SD
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cv o q a° sa s 1e a j BgCK OF CURB . . . ss ss
f 518
P
OLYMPUS VILLA
VOL. 260, PG. 26
TAX PARCEL 638930-0110
5718 NE 7TH PL
LOT 11
in
N
/ W W - - W w
w W W w
- - 87'27'22"W 542 _ w
SS. - SS-N-E--_�T
CE. 5ss -17- ss
� cn
i r i rT-
SDCB
RIM=517.87
% IE 12" DI (N)=515.62
IE 12" DI (E)=515.62
W W w
S , N
N872T22"W
2.80' P
.
Lu a 7197' P s
� s � � ° C�JNCRET aSID�WA�K
z �=92 5'03" 578 70.05' a
R-1 .00'
3 � a �1 L= 4.15 Q 6' WF
W w ° FOUND - F
DEBAR & CAP
� S#32441I FENCE PARALLEL
)LS
3 Q E. LINE TO NE 7TH PLACE
TO BE REMOVED
LLI-
Z
36.5 . �(./ �_ LOT 2 G
_ I 1Z634 SF -- 1 10,149 SF
T FEN-CE---PAR ALLE L
Q GRAVEL DRIVE TAX PARCEL
TO NILE AVE. N. S 112305-9002
POWER POLE 6' WF
TO REMAIN
WITH LIGHT, 3 P OHP OHP STEP)
GATE - - I S LOT 1 GONG.
TRANSFORMER a °HP 0HP OHP vs
& 2 PWR DROPS I o _ a d P OHP OHP OHP
�UHP OHP OH -
W _ era P OHP OHP I 0
W W
h�lb
a A MI ROOF
Nw� .a s: a I I t PEAK
!ONC.. Co537.40 FFE=519.11
DRIVE
J8 o s a BARN
M 3 EXISTING BARN
N TO BE DEMOLISHED
Lo
M ~
o �
SDCB
RIM=519.48
E 12" DI (E)=516.68
WIE 12' WN-OW), 48w
IE 6" PVC (S)=516.68
c Z u7 O
80-V SSCO P' P d _
P
% P a P P P P
57
Q6' WF CORNER
WESTON EIGHTS NORTH 0.2 E. OF LINE
SHO PLAT
VOL. 373, PG. 69
YARD
DRAIN
No
RIM=517.
6
-
Of
w
GONG.
T 1
W
STEPS
9,
4 $ EXISTING HOUSE
M
r-
TAX PARCEL 112305-9130
5717 NE 7TH PL
TO BE DEMOLISHE
o
LOT 2
EA E-
z
_L
S
s S
ROOF
PEAK
=535.47
FFE=521.13
I %�
.
c"
I
I
702 NILE AVE NE
6' WF CORNER
ll S
0. 5' W. &
PROPOSED TIC SIN
0.1' S. OF
& DISPERSION DRENCH
CORNER
Z o PROPOSED CATCH BASIN
FLOW o aU & DISPERSION TRENCH PROPOSED CATCH BASIN
LINE o a I & DISPERSION TRENCH
Y - _J
~ Q a 12" APL 1 XL -
3::�~ e o a FOUND REBAR &CAP 6' WF CORNER 1 13" APL 3" AjL
s LS #32441 ON LINE
CP
3 g a 0.2' E.& 0.1 ' S.
OF CORNER AR AR
cv s 6' WE
SSMH 0.6' N.
RIM=516.85 ~ _ OF LINE
IE 8" PVC (S)=507.85 s S 15" APL 9" APL 6' WF
FOUND REB & CAP 7 "
/ I S*BL o
BL
10" DE
77'
/ ,L=67'36'35"
R=75.00'
Lj L=88.50'
6" DEC
A
LS #32441 % 9 00. 2' SF 022" APL N872722 W 184.74'026" APL PPL
OF LINE TAX PARCEL 112305-9135 �8
TRACT A
N �. �L T T a °
F. o
N
30'
WHITE LANE o
STRIPE
CITY OF RENTON c O
CONTROL POINT #1852
3" BRASS DISC ON ENGINEERING
BENCHMARK E 4 TH S TREE T
STREET SURFACE CITY OF RENTON
CONTROL POINT #2103 Western Was 10 11 ELEVATION=454.77 FOUND DAMAGEDMONUMENT 165 NE Juniper Street, Suite 201 ■ Issac
N88'21'22"W 2622.55' - - 11 Eastern Wasl
15 14 1 407 Swiftwater Blvd. ■ Cie Elum, I
,51�5-
TAX PARCEL 112305-9136
TRACT B
WF
CORNER
0.2' E. &
0.8' N.
OF CORNER -
D
0 5 10 20
SCALE 1 " = 20'