HomeMy WebLinkAboutLarge FormatE
00
0
0
i
00
0
0
N
N
O
a-+
U
O
}wO
f--
O
J
CT
3
r
0
m
N
O
O
N
N
f
3
i
N
O
O
N
N
i
�1-
O
O
N
U
U
0
o_
J
i
v
M
z
Uj
Q
0
•� , o CITY OF LAND USE ACTION No.
RENTON LAND RECORD No.
GRID
NORTH
►I
•■
S O
O
rn
0
z
` VAXRei►1
NORTH AMERICAN DATUM OF 1983 (ADJUSTED 1991) — NAD83(91)
WASHINGTON STATE PLANE COORDINATE SYSTEM — NORTH ZONE
THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30
CALCULATED AS North 89'58'08" West.
RENTON CONTROL PT. # 3792 (N. 1 /4 COR. SEC. 30)
RENTON CONTROL PT. # 3791 NE. COR. SEC. 30)
.VEFMCAL DATUM - BASIS OF ELEVATIONS _
NORTH AMERICAN VERTICAL DATUM OF 1988 — NAVD88
PROJECT BENCHMARK: CITY OF RENTON # 1697
BRASS DISK SOUTH OF INTERSECTION OF TALBOT ROAD & S. 27th PL.
ELEVATION = 104.61 FEET
I
I 1
1 I \
I '172, I
Q I
1 � 1
TAX LOT No. 302305-9107 Z
,-I
FLOODWAY EASEMENT �
REC. No. 9511090079FIRr
S8948'14'E 393.94' C H A I N K F E N C E``----
O °
/ m S.7tfY PLACE \ \�
-o Y GARAGE J �w Q DRIVEWAY (40
oo \ \
A
9ijj \ \\ �O,cs `ara 11�1�G d 7 77 5p _
o� o Lod i 1 7l "
tt� �� \\ ��A i O rTT .. i}.............� ........ —
�c ! 2�5,164 �\,sq. ft. `. r n w I
N lid, 0.578 acre a 9 ........Y 3'c
c�
FLOODWAY EASEMENT y\ ee\ 12709?TALBOT RD. S.
w N8943i17'W 5�4 286.37. `\ �\ �, N o;l r - D
' 1 REC. No. 9103110842 I\a w ,`U oa, V 1r Ila
"' W
30:0 qo' I O
I
4, Y's' �GL11G J q . SS '4206 W �' > -i
18.54 \ oN$ 25 51 ' 2 566� °' I I
TEST HALE DP-5 q --
1330 \ 'v `� \ Lot 2 I o. S86 53' O
TEST HOLE DP-2
26,089 i sq. ft. ', 1' \ e
\ \ n� e \ �y, \ ss \ cn
tea. 0.590 T a4,re 0 y, ❑ -e
`-V6 33 a `c� 9 I I 1
ST 110LE DPc4 � � / I 30� ��� I 1
P489 43'1 'W 4U3. U3' _- C H A I N L I N K F E N C E n�
FLOODWAY ESMT. REC. No. 9509190694
I \
1 .
/ 13.26 \
i 826
TEST;HOLE DP-3
I \
PROJECT INFORMATION
0
o
TAX LOT No. 302305-9106 ----
I
I
TAX ACCOUNT No. 302305-9036
LEGAL DESCRIPTION AS PER TICOR TITLE INSURANCE COMPANY ORDER No. 6403482-1
PARCEL 3, RENTON SHORT PLAT NUMBER 57-77 RECORDED UNDER AUDITOR'S FILE NUMBER
NUMBER 7802020715 BEING A PORTION OF:
THE EAST 400 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF SECTION 30,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
EXCEPT THE SOUTH 252.36 FEET THEREOF; ALSO THE NORTH HALF OF THE SOUTHEAST QUARTER
OF THE NORTHEAST QUARTER OF SAID SECTION 30, LYING WEST OF JON LANGSTON ROAD,
EXCEPT THE SOUTH 252.36 FEET THEREOF.
ZONING: RESIDENTIAL R-8 (8 UNITS PER ACRE 5,000 SQ. FT. MIN.)
PROPOSED NUMBER OF LOTS - 2
LAND AREA TABULATION
TOTAL AREA = 1.1765 ACRES (51,253 sq• ft.)
PROPOSED LOT 1 — 25,164 SQ. FT. (GROSS)
CRITICAL AREA (WETLANDS + STEEP SLOPES) = 14,041 SQ. FT.
NET AREA = 11,123 SQ. FT.
PROPOSED LOT 2 — 26,089 SQ. FT. (GROSS)
CRITCAL AREAS (WETLANDS + STEEP SLOPES) = 18,213 SQ. FT.
NET AREA = 7,876 SQ. FT.
OWNERS: BRANDON V. LEE & KHOUNG KIEN LA
618 PASCO PLACE NE.
RENTON,
WA 98059
(206)
778-0763
ENGINEER: NHAN
D. VO, P.E.
(360)
951-6678
SURVEYOR: TYLER
J. SWEET, P.L.S.
(425)
746-3200
2 9:3 m
o,, o
3
SHEET
PROPOSED BRANDON LEE SHORT PLAT A-
1 1
PORTION of the SW./ of the NE./ of SECTION 30
Township 23 North, Range 5 East, Willamette Meridian APS SURVEY&MAPPING OF
City of RENTON KING County State of WASHINGTON 13221 SE.
SUITE to STREET
BELLEVUE, WASHINGTON 98005
TEL. (425) 746-3200
FAX (425) 746-3342
0
REV
1/ 41 \4/ 1/ 14,
\X
WETLAND AREA
l ;
ST
0 WETLAND AREA
BOUNDARY
I
EX. BUILDING
PROPOSED LOTLINE,
1 L
TO REMAIN
TYP.
.. . .......
S -4,8'114 T 89
KX
77-
P
10-
LEGEND.-
X
I -P'ROPOSED LANDSCAPING.
t
SEE LANDSCAPE'; PLAN
FOR MORE INFORMATI N
12
NOTES:
7
1. SEE TREE REPORT FOR TREE DENSITY CALCULATIONS AND ANALYSIS.
i T,,-EXISTINIC SIDEWALr\ TO
s
'-/K REMAIN
2. NEW LANDSCAPE AREA 1,273 SQUARE FEET
SE 24'
-A
•NS -mil' - -� .:4
ii
PKUP,,OSED
BUILDING M
2
-TYP. 0"'
5'
PROPOSED DRIVEWAY,,
P
TREE REMOVAL LIMITS
PROPOSED LANDSCA�FING.
SEE LANDSCAPE PLAN
lj
FOR MORE INFORMATION
X
EEP SLOPE AREA
t
FIRE HYDRANT! i
300' RADIUS SINE
1 t
DATE
SEPT. 15, 2008
PROJECTON4:1 OF,,
REVISION NO
MAI? UP
IJU3
SHT NO. ce. I �", - i
DWG NO. 2709 PRE-APPL-DWG
10
8
5
I
I
a
i
a
IT
I
L'i
LO
IREV DESCRIPTION BY I DATE I CHK'D 1APPRI
REVISIONS I
415±'
APPROX.
1,480 SF
BLDG
60±'
EX. BUILDING
A TO REMAIN
r i rv, r- ri i u r-\ m 1,4 1
300' RADIUS LINE
48±'l
N HAN VO
1922 ARAB DRIVE SE, OLYMPIA, WA
Phone: (360) 943-2108
APPROX.
1,360 SF
BLDG
25±'
Eli
Q)
r-
it
24' ODE SINGLE FAMILY
RESIDENTIAL DRIVEWAY
PER CITY OF RENTON
STANDARDS
SITE Z SURFACING NOTES:
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE
DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION.
3. CONTRACTOR TO MAINTAIN 2 FEET GRADING SETBACK TO ALL PROPERTY
LINES.
0 20 40
SCALE IN FEET
VERIFY SCALE GRADING PLAN
BAR IS HALF INCH ON ORIGINAL DRAWING
0 0.5"
IF NOT HALF INCH ON THIS SHEET, PROPOSED SHORT PLAT
ADJUST SCALES ACCORDINGLY
DRAWN: NDV 2709 TALI)IOT ROAD SOUTH, RENTON, WASHINGTON
DESIGNED: NDV APPLICANT: BRANDON LEE
CHECKED: BB
APPROVED: BL 618 PASCO PLACE NE, RENTON, WASHINGTON
Fr%PIRES::jl-2Jl �61
DATE:
SEPT. 15, 200�
PROJECT N
C'%
REVISION - NO.
A�g
SHT NO.
OF 1
DWG NO. C-4
Its]
I
I
0
I
4
3
A
B�-
M
I
C
I
LL
REV DESCRIPTION BY I DATE I CHK'D JAPPRI
IREVISIONS
VERIFY SCALE
BAR IS HALF INCH ON ORIGINAL DRAWING
0 0.5"
IF NOT HALF INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
DRAWN: NDV
DESIGNED: NDV
CHECKED: BB
APPROVED: BL
.I
I
i
I
I
I
24' WEDE SINGLE IAMILY
RESIDENTIAL DRIVEWAY
PER CITY OF RENION
STANDARDS
SITE Z SURFACING NOTES:
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE
DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION.
3. CONTRACTOR TO MAINTAIN 2 FEET GRADING SETBACK TO ALL PROPERTY
LINES.
mm
DATE:
llp,SE.PT. 15, 2007
- � ce(")'v1
P R 0 J E C T C K
iv
REVISIOM. '
S H T N0.
DWG NO. C-4
a
10
I
7
I
5
0
3
2
rr
A
N Q 5 1 -.0 9 0 0
>/
WETLAND AREA
Na
wil
1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO
PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
jj:i
: 1� ; I L 2. CONTRACTOR TO REPAIR REPLACE ALL EXISTING FACILITIES THAT ARE
C' C'N jl I
DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION.
3. CONTRACTOR TO MAINTAIN 2 FEET GRADING SETBACK TO ALL PROPERTY
LINES.
20 40
SCALE IN FEET
- I ,
DATE:
S�PT. 15, 2007
PROJECT
N 110
,� Ap
REVISION
N04AR
S H T NO.
DWG NO. 2709 PRE-APPL.DWG
IN
19
18
7
6
5
3
2
REV
EN
.A:
_J 'u 'J
Ln A/ \t/
N-
7—k`
\V 102 4,
\L1 Nii
WETLAND AREA
C! 9
1,\1 0, —3 U aJ`
DESCRIPTION BY I DATE I CHK'D JAPPRI
REVISIONS I
D
1 t
_2_5`� `STEEP SLOPE
SETBACK LINE
'k
si
WETLAND AREA
BOUNDARY
�"A
N
PROPOSED LOTLINE, EX. BUILDING
TYP. TO REMAIN
5 LANDSCAPE SETBACK
i'T
S89'4\8'1,4 "E
_41
!A
v
LEGEND:
m
T
cn
SMALL DROUGHT TOLERANT SHRUBS 6'-10' SPACING. CEANOTHUS
SP "WILD LILAC" OR SIMILAR,
tE I
SMALL ORNAMENTAL STREET TREE (I.E. CHANTICLEAR PEAR, OR PER
CITY REQUIREMENTS) AT 25SPACING.
N 0 TES-_
1. SEE TREE CUTTING/LAND CLEARING PLAN FOR TREE RETENTION
AND TREE REPORT FOR TREE DENSITY CALCULATIONS AND ANALYSIS.
2. LAND1SCAPE_ ARVi = 1,27-- SQ�`UAPE F'EEF
A I ob � 1 ^0
EXPIRES: LIR E —S-1- -0 1 �61
DATE:
SEPT. 15, 2008
NO.
REVISION No.
AlkY
SHT Na, 009
1 OF 1
DWO NO.
2709 PRE-APPL.DWG
10
19
8
2
E
0
00
I
rn
0
N
L
O
`o
J
a
0
0
a
0
N
O
O
CV
N
rn
3
N
O
O
N
N
Co
O
CV
U
N
O
a_
.D
C
v
J
4J
M
Q
Z
J
IZ
CD
_Z
Of
Q
0
GRID
NORTH
�* NORTH C
-01'03" 5"
Ln
O
N
O
O
1
x
Q
N
cd
N
a
d-
d-
�f-
TOPOGRAPHIC SURVEY
PORTION of the SW.Y4of the NE.Y4of SECTION 30
Township 23 North, Range 5 East, Willamette Meridian
City of RENTON KING County State of WASHINGTON
\ TAX LOT No. 302305-9107
FLOODWAY EASEMENT \
REC. No. 9511090079
T
0
�! I
Q
,
,
49
�Q I
I -
I �I
I
Qo
S89 °48'14' E 393. 94C H A I
°- O IT
E° N E 1L.j:NOPTH
O
° ° 0— -.. ° OTO °
9 ad
a0
F77777 7
o �a �a �� GARAGE 01b Q DRIVi=WAY
�F� Q -�0,o ✓(22' x 28') Q
CP
CP TE
If L. r l °
lLo\ 0
® M TR.
2.5,164 ± sq. ft.
\ ! I 39'
0.5 7 8 ± acre \------------ --- c�
Q
� 2709 JAI BOT RD S
FLOODWAY EASEMENT 2\QF,. `\ ° U)
Fri
REC. No. 9103110842 `J� w U ' =��
\ - NID
'�
rCN /' 00 D
1322
18.54 T
TEST HALE DP `� \
1330 �� �Qa
�� � ° N`
a
15.08 \ c Lot � Cif ��� �I
TEST HOLE DP-2 °
\ \ \
26, 08'9 ± sq. -Ft. LL 88
0
°
86
act\ ) 02636
EST HOLE DPI-4
--=-------•-- fir— � � I ,
N89 04317"W 403. 03, C H A I N L I N K F E N C E
I CP
----------------------1 Q U
\ I I I O
I
182 6� TAX LOT No. 302305— 9106 — — —
TEST j HOLE DP 3
MAGNETIC FLOODWAY ESMT. REC. No. 9509190694
/NORTH
DECLINATION
17'42't
/0 I
I
CG
30'
0 O'
FIRE HYD.
1S. 7ff PLACE
V
v✓`� 0 2cor
APS SURVEY&MAPPINC
0 10 20 40
SCALE: 1 " = 20'
13221 SE. 26th STREET
SUITE A
BELLEVUE, WASHINGTON 98005
TEL (425) 746-3200
FAX: (425) 746-3342
110
im
�
�
me
N | �l
�' � ��
REVISIONS I
LBO
0240
0510
11.21 AC
030
t lid
ui
M We
to
rBr—[8 91 LAW It
06
0230
OUD
25
17 4`1 L47 70 26
0040
27
Uj
ROYAL DRIVE
0200
OMD
IN -
ma
Mao
0780
907
V, lie
ow
SIT E
Ll
lilt
34
aw
OM 0244)
20
131 02W
11'\1
MW
0260
AW
Ri MAU
7/ 02W
wo
047
mo
2.46
72
0740
yl
ou
oom
ovii
A.
owo
Vow
Zll�
ow
11.42
om
ps
ow 'al
uj
OPEN AREA t7
52795
kt
kt
1.21
244.fo ow
26,94
10 ow
ow
lot 1
Lo
01-10
14
TRACT W
�OPEN AREA
Mn
44
om
0730
Oslo
0200
it -it
ow
0430
-38-33
75
8352 SF
CC
65
PARCEL INFORMATION,
SITE ADDRESS:
2709 TALBOT ROAD SOUTH, RENTON, WA
PARCEL NUMBER: 3023059030
AREA: 51'835 3(J. FT /1.19 AC)
OWNER INFORMATION:
BHANDON LEE
518 PA3C{} PLACE NE, RENTON, WA
ZONING INFORMATION:
RESIDENTIAL /R O\
VERIFY SCALE
BAR IS HALF INCH ON ORIGINAL DRAWING DETAII MA'P
IF NOT HALF INCH ON THIS SHEET, PlMPOSED SHORT PLAT
ADJUST SCALES ACCORDINGLY
DRAWN: NDV 2709 TALBOT ROAD SOUTH, RENTON, WASHINGTON
DESIGNED: NDV APPLICANT: BRANDON LEE
CHECKED: BB
DATE:
SEPT. 15' 2007
PROJECT NO. , tx
EVI NO.
SHT NO. ~
0
�
�
�
�
u
7
/
�
u
�
�
�
�
�
�
DWG NO
A,
B
D
F
G
N 0
p
WETLAND AREA
WETLAND AREA—/'
BOUNDARY
0 T E- ED CI n 0 E_ A DC A
S1 TE SURFACING NOTES:
3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION.
3. CONTRACTOR TO MAINTAIN 2 FEET GRADING SETBACK TO ALL PROPERTY LINES.
REV DESCRIPTION I BY I DATE I CHK'D JAPPR
REVISIONS I
of
- -----------
L n9.1 0
IV: m
00 / E_
dt, v!
4
if
8' 0 N N ),jti . 4
m k-, Ou 1 I S
EX. BUILDING
FIRE HYD.
y p 11 L-) I
-8
TO REMAIN 1 i'u 0 `V�
/0\ F N
u
ii
N 2 C 0
C I
= c U
I -A
CD
8
G
7
4 4J
_77 8"PVC N W
V!
3/4" WATER METER IWITH 3147 REDUCING
cD GAS LINE SIZE TO BE DETERMINED
BYPER CITY OF RENTON �5'1 A I NDARDS
BY LOCAL GAS COMPANY
FFE= 104. 01
(BASEMENT 3/4' CONNECTION TO EXISTING
WATERMAIN PER 'CITY OF RENTON
ELEV=96.67)
j. ................ . ....... .........
STANDARD
12-=- 7
rAs
53-53) j GAS GAS
CONNECT TO EIXTING GAS LINE
BY LOCAL GAS COMPANY
J
>
50 /1.
Rol
I
24' 6 SADDLE TO CONNECT TO EXISTING
C6
SEWERMAIN PER CITY OF RENTON
STANDARDS
PROPOSED BUILDING
IE=100.77± (FIELD VERIFY)
LOCATION
F.F.E. = 1&.,00
(APPVX.)
ma.
s
-----------
. .. . . ...
5'-0" TYP.
6"—-CLEANOUT
N ".JN I— (N 9 6 6
SERVICE LATERAL PER
i1TY LF OF 6 OF RENTAIN STANDARDS.
/8=0.020 FT/FT MIN.
30' ROW
is 1
FIRE HYDRANV.
300' RADIUS DINE I ! i
im
1922 ARAB DRIVE SE, OLYMPIA, WA
'[*'hone: (360) 943-2108
VERIFY SCALE
BAR IS HALF INCH ON ORIGINAL DRAWING
0 0.5"
IF NOT HALF INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
DRAWN: NDV
DESIGNED: NDV
CHECKED: BB
APPROVED: BL
0 20 40
SCALE IN FEET
UT'.111TY PLAN
PROPOSED SHORT PLAT
2709 TALBOT ROAD SOUTH, RENTON, WASHINGTON
APPLICANT: BRANDON LEE
618 PASCO PLACE NE, RENTON, WASHINGTON
DATE:
SEPT. 15, 2007
PROJECTOW4,;.,
REVISION N��,, . I? -I -
SHT NO.
DWG NO. C-5
10
9
a
7
4
3
D
F
G
N 0
p
WETLAND AREA
WETLAND AREA—/'
BOUNDARY
0 T E- ED CI n 0 E_ A DC A
S1 TE SURFACING NOTES:
3. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF BUILDING, PAVING, AND UTILITY IMPROVEMENTS.
2. CONTRACTOR TO REPAIR / REPLACE ALL EXISTING FACILITIES THAT ARE DAMAGED DURING CONSTRUCTION TO PRE -CONSTRUCTION CONDITION.
3. CONTRACTOR TO MAINTAIN 2 FEET GRADING SETBACK TO ALL PROPERTY LINES.
REV DESCRIPTION I BY I DATE I CHK'D JAPPR
REVISIONS I
of
- -----------
L n9.1 0
IV: m
00 / E_
dt, v!
4
if
8' 0 N N ),jti . 4
m k-, Ou 1 I S
EX. BUILDING
FIRE HYD.
y p 11 L-) I
-8
TO REMAIN 1 i'u 0 `V�
/0\ F N
u
ii
N 2 C 0
C I
= c U
I -A
CD
8
G
7
4 4J
_77 8"PVC N W
V!
3/4" WATER METER IWITH 3147 REDUCING
cD GAS LINE SIZE TO BE DETERMINED
BYPER CITY OF RENTON �5'1 A I NDARDS
BY LOCAL GAS COMPANY
FFE= 104. 01
(BASEMENT 3/4' CONNECTION TO EXISTING
WATERMAIN PER 'CITY OF RENTON
ELEV=96.67)
j. ................ . ....... .........
STANDARD
12-=- 7
rAs
53-53) j GAS GAS
CONNECT TO EIXTING GAS LINE
BY LOCAL GAS COMPANY
J
>
50 /1.
Rol
I
24' 6 SADDLE TO CONNECT TO EXISTING
C6
SEWERMAIN PER CITY OF RENTON
STANDARDS
PROPOSED BUILDING
IE=100.77± (FIELD VERIFY)
LOCATION
F.F.E. = 1&.,00
(APPVX.)
ma.
s
-----------
. .. . . ...
5'-0" TYP.
6"—-CLEANOUT
N ".JN I— (N 9 6 6
SERVICE LATERAL PER
i1TY LF OF 6 OF RENTAIN STANDARDS.
/8=0.020 FT/FT MIN.
30' ROW
is 1
FIRE HYDRANV.
300' RADIUS DINE I ! i
im
1922 ARAB DRIVE SE, OLYMPIA, WA
'[*'hone: (360) 943-2108
VERIFY SCALE
BAR IS HALF INCH ON ORIGINAL DRAWING
0 0.5"
IF NOT HALF INCH ON THIS SHEET,
ADJUST SCALES ACCORDINGLY
DRAWN: NDV
DESIGNED: NDV
CHECKED: BB
APPROVED: BL
0 20 40
SCALE IN FEET
UT'.111TY PLAN
PROPOSED SHORT PLAT
2709 TALBOT ROAD SOUTH, RENTON, WASHINGTON
APPLICANT: BRANDON LEE
618 PASCO PLACE NE, RENTON, WASHINGTON
DATE:
SEPT. 15, 2007
PROJECTOW4,;.,
REVISION N��,, . I? -I -
SHT NO.
DWG NO. C-5
10
9
a
7
4
3