HomeMy WebLinkAboutTED4003441.10-
(1)
0
O0 0
� v
Urr-
CP
.B
m
04
C:
C
0
d
0
L)
Z
J
K
0
U
O
Q
IZ
IZ
Q
0
NOTES
1, NEW LOT ADDRESS IS 5436 NE 10TH ST.
2, CUT EXST SSS AT THE RIGHT-OF-WAY LINE AND
CONNECT NEW HOUSE, ABANDON OR REMOVE
EXST SSS WITHIN PROPOERTY.
3. EXST TOPOGRAPHY AND UTILITIES ARE SHOWN
LIGHTWEIGHT AND NEW WORK WITH BOLD
LETTERING AND LINEWEIGHT.
EXISTING FEATURES NOTE -
UTILITY AND OTHER TOPOGRAPHIC DATA MAY BE
INCOMPLETE OR INACCURATE. CONTRACTOR SHALL
VERIFY LOCATION AND EXISTANCE OF ALL
UTILITIES PRIOR TO START OF ANY CONSTRUCTION
DEPENDANT ON SAID UTILITIES.
NE1/4, SEC. 10, T. 23 N., R. 5 E., W.M.
c�
�+462. J
TPN 1023059111 S� I„44 L„88 \ 99� --
\ 445 - -
4' WI�E FENC'-
\ \
BEGIN 4' WOOD FENCE \
TO SOUTH ___\ _ \ \
_ 9 _-- -
-N88'1 10" \ + 6,5.t0 + 6r
10 57.0i; �I 4 440 _
9 + o
1 9. 9 -+ 17 i A
�+ 6.57 22" �����" \ �+ 9,25614�
14' 3 2x12 +„38
\ + 8. �\ +458.87 \ G
I \ 4+961.02 \ �64 7, g p` 435 -- -
�8 12'6. 9
rP- - q ---
��A 12 1/ T 1023 59343 IE IZip �i EAST
+ Pw N�
O� 22 98 + „22\ \ \ `+ 02 . L 25 0 P/t ROW C/L
( 462.44
g REV 1 5� PROPSED GUTTER
20" \ \ +4, 55.61 L %U 7b
\ \, + 10°�1 % / � m.'74 R��7LAC�5 G��VEKT) LINE
RSV I SED
F4 -REM-=3VA eutYE-R-T
49,98\ \ \445 i
EGIN \� w*1 6 G146VE
0o\ a, j j IE=422.25 Ez''.:: p1
WIRE FENCE + Z9 L,F
I ` 4 11 (ESTIMATED, VERIFY) }{� 12"SD 1
4
T� S� U �. 70 ` 16" 04� 60 ' I _ V�
+ -
425
I i 4„&1,6"
+ 7Z 1
� I
E2 7,07 �1812Q,04
2 7 18"
= , 4,89 f ` ��� 3 o t +460. 2.4� 466.18 EXST CULVERT rRESMCVE 12±LF OF
2 + (D.69 + ON
46 \ + 3.5 420_.CULVERT
.89 I 10 } 12 '`.
--
1 „8 + 9.40 \2 4 41 2 2+5.4 4 14� fSHAPE DITCH rAf 2 71 t 46 .28 TO DRAIN. 0.5% MIN. 6
10" 10&12 1�8� \ 14 \ \
M
415
166
l iI i.7`� -R 9.23 { -}- 52.4�? 1 \ � 464.69
7.2 + .87 \ �„ 4 \ 22.(0' ` +465.77
2 0 31�?6 10' N90'00'00" - r
�0„ �/\ 0
4635-5
46
\ OD
5�-62\�16
2.3 � 9.9
\ j� 2 �� 3\6 462.13
\ 9.09� + ,23,0� 1
+ 5� .,22_
16 - 6+ -
�+4746.97
447� c- i 467.5
f 4�9.39+ i I r+45 4nC� 7.48
4 0.1\4 3 9 8 \\ \ \ --
9.
'�^ \+4 3 4 � OC D i 60
+ ��ET/ 1NII VA L 8-85
4 5 1 \ ..
\ ', 1 2 �rrrlririTl J \ •
\ \ �929 0 - - ---- -
T"
4�i0.6h \ �_ 444. 1 ` ` 458
wad
•,,, ' •
BEGIN
F6ENCE\ I \437.15438 �437.72 r� � 44.3 28 ++ 6.61
TO SOUTH STE S N
/ I I 0� �- /YOTE- 5TRIKF-TH)N OUGH5 & 5 U,55EaUENTLY
EXISTING )HSE �436.64 EXISTING HOUSE J 5424 NE 1. I'1 ST 5502 NE 10TH ST N R=50' NOTEID INFDRT I�TIOICI REgRESFJVT T E12" FF=44648' L�13.5' I�,ESULT-5 DF R FIELD A5-BUILT 50kVE';TPN 1023059365446.48 54L3Y PL 5, �1VC--P1KOFE5,516NRL Ll9IYD
TPN 1023059382 / _ 0 45URVEYOR5 URl +�825' Ja4 4. _ cones BROKEN CONCRETE
R-AINING WALLS C)�1
436. 6 P =4452
9 Z b 4
N
1+00 1+50
NORTH
R/W
dff
_. - , - a 435
/ J}- w 0
-- - �' d- - a 430
9 A'ra o M u-
+ m II II W� it
Q� U`,W>Lv
Ln
-- I - a --- --- 425
CD
- U ► W
NE 10TH St P
2+00
ROFILE
VERT 1"=20'
HOR 1"=5'
30'
t« V19 _ „w R 10' Q�P 5EN V, PFTEAJEN 6„HI VERTICAL
s S _s84 u
°06 5 �� �G 2%
SEE NO 424.�14 80,45 443L�`t..53 Ln 450 5��� �lV fl PL 5 NO , / 7� 7� CURB & GUTTER
{ 43 41 '' � �� 20 2H: 1 V
A5 - BUl LT 2, ABOVE + 44 .62 \ QED LOTS"i _ 12 a 1 5 ��� Oc . -�
r 44.. ; . O 2%
r p
�$ A- (TYPE I� 6" RO F dt 1SPHAL 43�.Q318 / , zi �� N� �d • PBT�
FOOTING AIN 3 4 / 3:1 TAPER
�� 9� 2p„ �, TYP �� +0.00
d23.11 �2 5\ A T 7
I ` ' / 4 54-Af
Vl S ED SEWER & 1� - 32 �
432�� {-441 � 00 RE I _
E P1-ACES C UI'VERT) DRAINAGE ESM'T 3 4 431.09 4 ( �5 j- 87
C� � 1 .31.15\ I"+ 0ao L U
- ¢ TPN 102305931-
to �r \ 1+91.fj`L?f
0 A
• .�eoc is I i� 4a' b - _
9.1
REMO 12±LF 42 +�
EXST ULVERT I �31 1 TE- 3 9 34 3 2� +`^ ' 27'i Zt 10.9 L Z6. 9'
RE., I CB #3
27. , 1 OLF Io 43 fry 93 �`. TE=4-38-.-7 43� • 403
32"j I Nb �` PERFORATED\L= 12"SD IE=43�-46 (EXST 8 IN VERIFY 43S•5
I�_4� :: kf00Ti G\ p T
--
Qa , 2 625. , o' - -- -- DOWNS OU 013,y PRIOR TO CONST.)
ncQN1 rcT DR IN CONN , ��
�e , .,, IE=44-�i 12"OUT 9 3
rii� vroT Drunvi 3. 7 1+94.9 \ 3 o58R
IE=422.25 +4 6�'SSS l�C•9' CB#2 3_ �Se
0+12.46 (ESTIMATED, VERIFY) ' ;n TE
- - 422. 430,44
r - -- -
L22.5 _ � . � �
EXST FH , y�
29'L .*p 12"SD Nss•16 1o"w i�2.00'
4.9 % Q8 59e I EST ----
EX 6.25 - -
4 MATCH X - -
,
5:1 TAPER y < 2510• ,, ti - GRADE
z -- 2 9 '\
-=
---- w - ---- ---
4"WHITE STRIPE
O - - - - - - - - i`t i-i Z + I l o I + 21 • 6 4G4 - --- _
- 1 + 4T. -- ---- -�' I, 9 _ r,
> BEGIN CURS i io SAW C T3°� - - -- 10:1 TAPER
w WA K 2 _ _ �. NO PKG I4 ; 20 DWY
GUTTER& L 10� - ss - ss- - ss- - ! 5- - - �s- - TY�� 1
__ 251LF 12 SD
- SE-� 1��AiL
SHT 4 �' _2+ 1 _
I1 30 $ L 1b.9 a--I-GG.83 L22. /L 20 DWY - �. 437-44
CB#1 -- TYPE 1 F, " - _ 3_ _ N88°16'10"W
'f Z%. 92- TC _ A 7 A G Q �•.wyi-=.= `='-=' IO 12-6
O 4 4 0.6 2
549. %2
CURB &GUTTER �, ��
424.1 ,E-- 2 C
�� ��� - oSSMH 8 ° EXST EOA o
PROJET S3278
RIM=424 55' N E O TH S T. RAMP 012H: 1 V, MIN
IE(E)=411.7'(8")7 PER CITY OF RENTON
E-(W)=411.6'(8") DWG F004, TYP
....... PROPOSED SIDEWALK
BY ADJACENT DEVELOPMENT
EXST GRADE CON C WALK-�
4" AC CONC CL B MIN, 2 LIFTS
6'MIN TYPE 2 AGGREGATE,
COMPACTED DEPTH
COMPACTED SUBGRADE
Lj
z
bi
z
415
2+ 35
R/W
C/L
1' MIN
FROM FACE
OF GUTTER
_12.0% I VAR_
EX ASPH
SAW CUT &
MATCH EX
ASPH. APPLY
TACK COAT.
NE 10TH St SECTION
2H: 1 V. MA)
NTS
TYP DRIVEWAY
NTS
P /L
2H:1 V, MAX
INC CL B, 2 LIFTS MIN
„'E 2 AGGREGATE,
COMPACTED DEPTH
SECTION
Mll
rxi
N $
0>
G
G
zo
cr
2a
�a
O
�
m
m
m
Ln
W
v
uj
Ln
Ln�^�
z
W
0.
0,
�' O
>=,�,�n^
W
O O N N
M m ��Lu
SHEET: 3 OF: 4
Y
r�
W
� 0
o
C) 1
y
3LF410-5