HomeMy WebLinkAboutTED4003246.2REVISIONS
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25' STREAM
BUFFER
Y ! \
20' PRIVATE ACCESS AND
UTILITIES EASEMENT
10' PRIMARY STRUCTURE 20' ATTACHED GARAGE
S 89'08'05" E SETBACK (TYP,); 622.66' SETBACK (TYP.)
_ 610.16' _
27. 29 t 46, 27' 50, 00' 50. 00' 50, 00' 35. 00' 35. 00' 35, 00' , 40, 00' 42. 00' 42, 00' 40, 00' 40. 00' 40, 00' 50. 00' 25. 00' - -
----1 �- -� r---- ----� --� -- 1 12.5' EX. R-O-W
1 I I 11 9 I i 8� i— 7— i i —6 — i i _.5 — i I- — 4-- -� �- -- 3— -� ,- —2 1
13 I I 12 I 11 10 (- TO BE VACATED
15,424 sq. ft 6 012 s ft. I 1 5 246 s ft. l 326 326 I I I I i I I I T i I q q. 14, 757 sq, ft. I 13, I 13, 13, 326 I 3, 801 sq. ft. 3,991 sq. ft. 3,991 sq. ft. 3, 801 sq. ft. 3, 801 sq, ft. 3, 801 sq. ft. 4, 611 s ft.oi
sq. ft w I sq. ft. ' I sq. ft, w I q' o NEW BOUNDARY
N �,
`0 o f N rn vi � I I ,o I I I o I o I o I I n EXISTING BOUNDARY
N o rn l rn l rn 1 rn 1 rn I o, I I
1 - 1 i I I I I I I I 1 h 1 rn rn �, NI
I L=38.75 I L-13.54 I I I I I I I I I I I I I I I L739,75 r EXISTING BOUNDARY
19.42�
L 24.39' ' — — — ,�--- EXISTING SECTION LINE
-- --- ----- ---
o U w w ! 24.39' I —� / 36. 54' 35. 00' 35. 00' 35. 00' 40, 00' 42, 00' 42. 00' 40. 00' 40. 00' 40.OD' 24. 53'
o -----� 'p i 10 UTILITY AND I
" 410,12 10 PRIMARY "
9 co 49.89 r'�, L=105.99 SIDEWALK - 20 ATTACHED
Z o _ , N , „ cv STRUCTURE o�
J a 69.30 - - — _ _ - N 89'08 05 W EASEMENT TYP, GARAGE
o Q Q O , - -----�----) - - 461.01
�j 6=90 38 20 iV R 224.97' - - ----- SETBACK TYP,) SETBACK TYP. rZ ;
w� '"� o f L=19.22' , R=46.00 `� N L=38.79' L=39.75' N I 236,04 0 -�
L 33.88' / L=72.77 0179,84' N N.E. 2ND CT 1
= Q � I o 14.0, 03 Z 1
w °' � 1 15 / 24. 72' 40, 00' 50. 00' 40. 00'
68, 03' 71, 99'
4,926 sq. ft. 1 - - - - - I
95.55' - - �I NORM — —1 F -- -- �i �--41 —I o L-_ L= 38.79'
14 068 s . f t.
18.67' T 42 L=39.55 DRAINAGE ( I I I q �, 42 I"
16 1 0 1 EASEMEN T 1 I i I , I ' `�
N I 3,829 s ft.l 1 21 21 1 1 " 25:12 � , 19,52 4,216 sq, ft. �I o 10' PRIMARY STRUCTURE
' q o I o 0 0 96.52 -- c�
0 21.34 1 v W ; 11
I i 1 I" o _- - SETBACK (TYP.)
96.17'--1 ^ 1 �56 `6 157 I 58 159 6O� i N1 1 -- ---� ------ I
_ - - _ - - _ N I Z 4,613 sq. ft. 3,800 sq. ft. 1 4, 750 sq, ft, I 3, 800 sq. ft. 4, 624 sq. ft. o 1 I 1 I " 20 ATTACHED GARAGE
k '� 16.36' T I I I I 1 I I I I 42 0 l 40 1 o I 43 t o W SETBACK (TYP,)
25' STREAM o i� QL N _-__I L--- L --� L_-^ �__- q• I o
`� 1 4,676 s ft, I o I '
I�
BUFFER ; � I o �? � � �`? � � 21 21 -_- - -` � 4,826 sq. I Z
1 3,852 sq. ft. I N F v 50.00' 40.00' S0, 00' 40. 00' S0.40' 1
10' UTILITY AND
" W ----93,52'---- -� L--- ,
0o N L — — -L _ u) 96.52 — — W SIDEWALK
95,80-----126.37----
iv------- � �' r-----104.05 ---�- .--_ � -----. i EASEMENT (TYP.)
T o 0 55 0 1 61 I L 1 T 39 __---
18 � 1 1 0 _ 4,676 sq.ft.44
N I t o o 5,040 sq. ft. I o I 4,183 s ft. I o0 0 `� 1 ..-- 20 ATTACHED P o 0
`y 3, 819 sq. ft, I I o to 1 11.55' q' 1 0 1 1 0
23.87 � o - o � I o I 4,826 sq. ft. 1� � I z
17.53 L=48.25' I - --125.62 -- - - - J - - ---105.12'- - - L '� 1 GARAGE u} 0 � O
L - -- l �;----------- ----__ _ SETBACK (.TYP,) 1 I a
96.14 - - " 10' PRIMARY STRUCTURE -�— - - 93.52' - -- L - 96,52'- - ~ 12.5' EX. R--O-W
R=150.00 54 62 1--38I �--- ------ W
27.43' 6,34' �T o SETBACK (TYP.) I o 25' I TO BE VACATED
i I 19 1.02 I I L=56,10 4, 980 sq. ft. I o 0 1 I ,
L=28.73 1 �r 45
1 3, 907 sq. ft. I I - - - 4, 226 sq, fL 3, 390 sq. ft. N I N I �- S 89 11 22 E
'-121.68-----'---- L_ I v� I W 30.00
6,49' L=39.33 I 106.19 - - -- "� L=2.62 3,499 sq, I cp o�
_,
.---98,98'-- ------------- ---g3.53----i L ----- , "� o I
96, 52 - - { c8 MM
_ _ — — 37— --
L=24.63 _ - - - L=63.96' -53-1 I 6a- - — -I- -- - - —-------
"' I I L=39.51' 3,413 s ft. I " -
ME � \ 20 \ 5,363 sq. ft. 4,895 sq. ft, q• u�
0 \ 3 984 s ft. \ \ L=48.79' �� N 3,520 s ft. I �'
2ND PL. q 17.73 , , - - - 1 - - i `° q
13.17 --- L_---_
- - - -101. 38' - - �, �\ - 99 , r- - r04 7"6 , r7
65 � 95.79 - - 97.68 - -
---(PRNATE ___ -- -
--- ---------
\ r 8.99' ------ w \ j - I i 64 L=9.78'
ROAO) \ -� 52 1 T 36 I I 47 T I N
I 21 \ rn \ 1 1 5,816 sq. ft. ( F 1 1 1 1 NEW BOUNDARY
5,063 s ft, ^' 3,548 s ft. 3 605 s ft.
3 cn 4,863 sq. ft. 0 ul� \ q d=12 38'S3" l N 1- q L-- q I `s L=21.95J /--100.24'- - -- 101.11 ' - -
tv I o c9 \ S R=200.00
I ��p p2,. w `r_ N�\ `� pp, \ L=44.15 l 1 / I 10' UTILITY AND
\cry q>� / �51 ��p l oo / SIDEWALK 1 48 o
o , - ' \ N_ \ i13,838 s ft, `3s Op, l ^ n' / 35 EASEMENT i(TYP.) I N I
q, , 4 I 3,733 sq, ft. 1
Z 3 ; -�3.48 1-110
22 / L / / / ( l i �f °j 3, 713 sq, f t. 104.73 - 104, 73 - -
50
I _
W I 5,132 sq. ft. /L=45.57' 0� / Ap ~ l 40. 00' 40, DO' 40, 00' 40, 00' 49. 46'
cr, 11 21 Og / 17.84 / 3, 561 o;q • fr v^
14.56
3.
/ h 4 599 sq ft 3 851 s ft 3 848 s ft 3 844 f
49 t 4,690 sq, ft.4.
' I N Q � "
L=35. 8/ 5,396 sq. ft. l <o l / "� I N I "� I o I I ,� n o
5„ ' O
0
�. 1 53
L=58.46 , I
L=44.36'I I I I 1 I I I L=39.70 z f ,�
L=181.66'� =161. 05' 1 /L=37. 73, 31. 65' 40, 00' 40. 00' 40, DO' 23.23' I I ti
L=232. 76' 8.99' 1 i4.88'
N.E. 2ND LN L=53.78 _
A 0 (—A "
� - , N N d=39'48 48
TRACT A d=68'02 27 -- - =- -- -- ---- - ---- - �.89.33 _
` R=175, 00 S 89't4'38" E 308, 32' L=85.20 R=200.00
01 32, 922 sq. ft, i L=138, 98
�"\ �- 24.85' L=207.82 '
�\ 270,85' L=30,87 \ EXISTING
10' UTILITY AND 49,48 50.00' 50.00' S0.00' S0.00' I BOUNDARY
- - - - - - - �- 21, 28' SIDEWALK -- - --- - — --- - - - - - - - - _
-- --
�, t ' . 2526EASEMENT (TYP.)
-� I— -- --1-- -- - I- —{ I-- —
L=50.58 -
1 1 L=0.52' I 1 I 1 I I 27 —�`. ', 7.5' EX, R-O-W
1 1 1 21.3 7' TO BE VACATED
1 1 11 1 14,750 sq. ft, I I
I o f o f 0 1 0 1 0 l o f
30,42 0 1 0 1 0 l 0 1 0 0 o L=30.16'
25.82' I 23 � I °�' 1 � I � � rn i � i I I �
32co
1 I 24 25 1 26 11 28 29
4,861 sq, ft. 1 14, 750 sq, ft. 1 14, 750 sq, ft,1 14, 750 sq. ft.1 I 1 14, 750 sq, ft, 5,212 sq. ft, 1 �D
TRACT B� 66, — 60 33 L 1
----� - -- � -1 L ---------J ____
32,652 sq. ft. L - - - -L - - - -
N \
261.51 ' 8. 89 50. 00' 50, 00' 50. 00' 50. 00' 50. 00' 50, 00' 61.15' ! `�
25' STREAM
641,39' ,
10 PRIMARY STRUCTURE f �t 20' ATTACHED
_ BUFFER'` S 89'14'38" E° SETBACK (TYP.) A 656.39' �`° GARAGE
i
b SETBACK TYP.
I 100—YR FLOOD , 1
_ 15 STRUCTURE —
PLAIN LOCATION SETBACK (TYP.) I
40 0 20 40 -- 80
GRAPHIC SCALE
SCALE- 1 " = 40'
VERTICAL DATUM
CITY OF RENTON, NAVD 88 CONTOUR INTERVAL = 2'
BENCHMARK
BASE:
KING COUNTY POINT # RENT1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET.
SI TE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE,
ELEVATION= 407.96 FEET
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT
GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE
ANGLE OF 00 58'30.28" COUNTERCLOCKWISE WAS APPLIED AT A PUNCH
MARK IN 3" KING COUNTY SURFACE BRASS DISC, AT THE STREET
INTERSECTION OF NE 4TH ST. AND 148TH AVE. SE, MARKING THE
NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5
EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF
198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE
180903.998 / 1316622.321 AT THAT POINT, THE INVERSE OF BOTH THE
SEA LEVEL CORRECTION FACTOR OF 0,999981824 AND THE GRID SCALE
FACTOR OF 1,000002187 WAS APPLIED TO THE GRID COORDINATES FOR
SHOWN GROUND DISTANCES.
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CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
RECOMMENDED
FOR APPROVAL
NA L
!a L.3�05
xPiREs: MAY 6, 2007
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PROJECT NO.: 02054
DRAWN BY: JGC — --_
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
HORIZONTAL
CONTROL
PLAN
0205dHc01 C105
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Jup 2 f'2(j07 IN6--Q 32-46116 SCANNED QC-T 2 8 21305, on I O-,5'1 kdlo 2-