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HomeMy WebLinkAboutLUA79-402 - large format.el-- - --
EXISTING 24" CONC.
CULVERT —�
D
N
TYPICAL DITCH SECTION
SEE SHEET 2 OF A
/MARy 0,47t
I+20 5
O �40 5
�A
\ 1
1
CULVERT DAYLIGHTS \
EXISTING 24" CONC-
CULVERTS _\ Sa
_ - - --- --
Z t7C15 I INCZ IG
CONC. CULVERTS
�ennell aifl 4i70-/,V
J
SURVEYORS and ENGINEERS
P. O. BOX 1031 PUYALLUP WA. 98371
PUYALLUP 845-8833 SEATTLE 838-3474
Approval of this plan does not constitute an
approval of design, size nor location of pipes,
restrictors, channels or retention facilities;
but is an approval of temporary sedimentation
jl��CfS{� 60 t'L_414.A� 7 a .'-� control plan only.
R NOTES:
4R5
1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500 CUBIC YARDS:
2) ALL SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING.
)� ALL FILL SIDE SLOPES TO ADJACO�TPROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM.
4) PRtECT AREA IS APPROXIMATELY 3.0 7 ACRES.
5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED
BY OWNER.
2 CU. YDS. RIP- RAP I
6) USC & GS DATUM (MSL)
C 7) BENCHMARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N. SIDE OF
S.E. 76TH STREET; 2ND TEL, POLE E. OF LAKE WASHINGTON BLVD.
8) FINISH GRADES AS SHOWN ARE MAXiMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH
GRADES, PR©VIDE TH�FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED
ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL
N Z I PERMIT, AND THE SOIL CONSERVATION FLOOD PLAIN STUDY.
9) PROPERTY OWNER: SEA BELLE PROPERTIES
\ \ 5542 LAKE WASHINGTON BLVD.
KIRKLAND, WASHINGTON 98033
10) PROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC.
.720 EAST MAIN AVENUE
-3 PUYALLUP, WASHINGTON 98371
I 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO FILL
SITE; AND REPLACED AS NEEDED.
/ 39 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA fi LL BE HYDROSEEDED.
^\ I! 4 13) ZONING B-1
1 14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO
-41- MATERIAL BEING IMPORTED. UPON COMPLETION OF THE FILL THE FINAL AS BUILTS
WILL BE FURNISHED TO THE CITY.
15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM
STANDARD SHOWN IN DETAIL.
-- 16) THE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THI'ROCK CHECK DAMS' IN �G E
DITCH.
I ,
I
I
.I
f4
�r
' Ir
I Ra.v►s�ons cw
Renion E
i
t� 0),
Q'
S.E. 7G'" ST.
S ITE
A
E SO—ST.
VICINITY MAP
SCALE: I"= 400'
,0000'r a_ BENJOB # /127
CITY OF REN°i"ON
' Y
DF PARTM t:t�JT OF F'UBI:_IC V'J0RK�i
0Nhit., SEABELLE PROPERTIE5
1 7-4-76 DESIGNEd D.L.F, F ILF NO..79- //Z7
DAM 2lI�Fo _..
DRAWN.B.A-B-P 0,H.
_.- „
I = 40 _ f i tL.D sriCK - PAc,r' -
CHECKED.C-k13_- -- - _
1 APPROVED _ .. I SHEET ---I- _ OF
SP- -1/09- 7q of R N
FEB 7 1980 t ;"
� s
-o '-...............
\G DS?�
8
O
7�
cX
\\
/
CUT
i
otoow af4oW ot8ow 11,2ow /t60w Ztoow
s4ccrioly 4 -
o f Zo Al !
low
30
ZO
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\curl
\\ cOr
/D
�IY46c7l-m 6 -J6
3,x201V
SD
a
20
/0
l tto s 0+80s
0
Ow
k
ot4os 0+00
0+40K 011g0N if2oN 1140N 21,06N 2440W 2.fdo v 3"ZoN 34GON 4f000N 40-40N 448ON 3t2oN .Sf4oN 4 toON
o t Za yv
A
4
NANO r t-Ac:E To QoxmY
7PAL05 0 ►LITER-VAI-'S Ag
SHOWN, SPALI.. TO bE
INTERLOCKING f- KEYED
INTO tvp.TOR.AL GR-oUND,
j
TYPIGP.L SEC
NOT TO SCALE
i
Co
It2os 0t80S 0t4os 4100 of40N o*8ow 1f20N /f60N 21,oON 2,10N 246oN 3f2oN 3f40N 4{ooN 4+ON 5+20N S
sic rio�y D - o
/ foo w
-3,
ry�iclfZ Dirty doss �Ecrio�y
iY0 �CfIL.E
tt ca\
sSrONki.
l Re��sions as pQ� C�+y
a7� Renton Enyr L -p4 pM
710N -- G4SCe- DAM
Xemtdi' awd j&x �w-
SURVEYORS and ENGINEERS
P.O. SOX 1031 PUYAL1.Ue WA. 98371
PUYALLUP 845-8833 ;:ATTLE 838-3474
JOB //27
SEABELLE PROP ERTI ES
DLF 7/-4/79 79 - //27
21r�so SL /"=/O* VERT .
CRg /"=40' NORM,.
/ice
FEB 7 1980
\LNG DEP
i
.
i
I
h
END VIEW
DETAIL
z4'
y GRAVEL (TYP.) -
PERFORATED STANDPIPE '"=��
OUTFLOW CON7ZO _, DEVICE FOR, DETENTION POND
NOT TO SCALE
5TRIP5
i-- 0. 75 " PI XNMETER.
FKAm�
— D, 7511 DI AIMETEt2
E NHS TO 5E „
WELDED TO 0.75
PI AW1ETER- FP-AME
v�! �`oE ♦ --- 79 - 112 7
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
At—
FSSI p ►. flY
Nib 5EABEL.I- E PRO pF—t2TI1=5
DE51GNED_VL..AAo__..__..._.. DATE-_. 2/�/8Q ....-- _ FILE NO., .. _,.
CHECKED SCAL NO 5(,AL.E -. FIELD r,00K" -AGE----
A r 4TF SHEET. J <,
OF REND°,
FEB 7 1,98r
E4................
\��G DEPP
35
EXISTING
ZW GONG.
GUI-VEp_T, 1.E =31,4-8
Z,5
z0
O+o0
t--o o
LE, = Do„
�+oo
$+o o
i� f�O PO 5E D DITCH P I -O FI L E "A"
F
fi.
3
r
4-+OU
5+00
SICHAIN LINK
FENCE
EU5T MG
ta"'C'nip
1,E.=2 ,92-
Gt"00
4e
�j
of
E= z8.az \�
.1'2
�XlSTIN� 125 L.F_'A\
E. = 28.&1
.,E = 28.54
X ISTINC, 47 LF
18"60MC. PIPE
EXI,�)TIt�1Cz
1E.,N=28.I4
l.F.our
=Z8.12
SCALE : i"=401
3�
P12OVIDF_ PQOVIDE VYIIt�IryIU►M
fY11Nu11UV11 GOV1=,2
GOvER
30 EXISTING GRADE
E1Cf5T(NG I�"
GONG. PI Pi=
z5 195 L,,F. 24" @
R.Ir11 = 29.53
20 I.E.24„ =26-65
15OT. _ 2-4.53
TYPE IL
� I �
Izl rV1= 29.53
LE, =z7,03
24, = 2fv.53
\\ E5oT
T`( PE -L
1=-1ST1N�, 1z"
O
GNL. P I PE.
C.UI_V ERT
I<
EK15TING :N/ PI -PE
i
EMI ✓TIN6 GF
fF-Im Z. zl.35-
I.r.•Z4„ = 24.90
1.E, „ = 2 5.9 0
50T=21.90t
5C4LE : NOIZI ZONTAL.: I !I=-40
VER-TICA.1_ : 1 "= S I
ExlsrwG r_�
P-0 = 29.1�?5
I.E2q= 24.90
1. E 3;.
aor = zI-Io -
PROFILE 5"
79 I I Z 7
C I T Y 0 F .C)N
5 ..... I
DR
p,...a.a�«,m�-, .�,,,.qw-..•...a.., �,. ,......,..........n.. wn..., _..,...,.,,.,_..,,,,,,..,..n-...,..n.+•,.,w....,;..ri.+„n..,w.u�,,.;,..,«:...-.«,w:...:.�•rn,..,+,.+r. _ ,
R.
w.
.._.-...._,......., ....;,y,...._.„,r„_ .. ,..:.. ,.,w.."_..r....+„Para.s......+w,_..v.•..•.,....,.......,. N ii'. v f'. ;21i �b -
r ...n.:,.. .. ,. .+..•.,w..-,. ,....w.igr.n..0 a...o......ev.. r...•wun..c....y..a.r`a•^,.wn..•...,.., ....,
1
I FEB 7 1980
—_fZ ,.....--------
9!N� pEp
a
f .
a F a.fl?Rc)vFU I SHFEl '�—
I
OF RECEIVE®
• �E�EI�,IE� �0�v CITY HI, O ERENTON
77,
EXHIBIT NO.-- FEB 7 1980 AM FEB 2 61980
,.._- �. f to Pert
------... '?'��3,9 e11�12,�e2,2a4�5�G
ITEM NO. �� -7�A �9
�ti
LNG DES
/
\
CUT
i
Ot00W O*40YV Ot80N/ /tZON
sLe TIM 4 -
o f20�✓ "
S�CI7-IoAy
3 02oN
•
SD
-D
ZO
/0
l+26S of8os Of4OS 0+00 0f40M 04SON lt2oN 21,00N 2+40.V
o tzo W
I f 20 S 0+80S 0 t 4v f 10,100
2+BoN 3-A6ON 4 +oiDX 4 *40N 4 f8oN
3fZ0iV 3-f6om 6000i1/
HANG PLA�>;�To�QOA.IZftY
SPA.LLS jWTE9VALs ps
6HOWN, SPALL TO C�E-
iNTER-LOCKING f, KEYED
ri o N — G 4Ece- IDA M
0 4oN o f80.V Pleo N 1 t60N 211-OON 3 t20iY 3 tGON 4;ooN 4 If 4ON 4+ 80N 3+2ow if
-Xemmlvl emd jzx Inc.s�C r/off 1� D �
/ foa w
SURVEYORS and ENGINEERS
P.O. SOX 1031 PUYALLUP WA. 98371
r �
PUYALLUP 845-8833 . ATTLE 838-3474
it
JOB 1127 _ s
+sas
SEABELLE PROPERTIES
Revisions as Pe,- City DLF 7/4/79 79 - 1127
Tf'�/Cf�L D/TCH Cf�OJ'J' J'ECr/Orl/ � Re�{a� Enyr, C)QP4 . oM 2/,/go 8C- /„3/0• PERT
CRg
4 (fel-zz4
z 4
RECEIVED
/ V� REcii�D 0 `,. CITY OF RENTON
HEARING EXAMINER
FEB 7 1980 F E B 2 61980
EXHIBIT NO � � AM Pn�
C• 9 718i9d0,Ih 2il1213,46,6
ITEM NO. �" 1" iq� - 7.7 N- G DEP P��
�. '
0
2r
3v
=XIl�)TiWG
?A-" GONG .
GUt-VERT.
m
2O;
D + 0 0
I.E. = 30.;
3+-00
FIz0POSED DITCH FP,0FILE "A"
4- +oo
S�CH�,IN LINK.
FENCE
5+ 0 0
&-t oo
w
Q�
.E= 28.92.
EX15TING iZ5 L.F__,_�\'��
15" !; m P.
l.E. = 28.&1
i.E = 28.54
1=xlSTIli!G 47 LF
IS"GONG, PIPE
EXIe5T I NJ G�
IE.�N=28.�2_
I.E.o r=28.l7-
>' GALE i "- �•��
3s
P(ZOVIDF_
GOV�_7 R.
30
GOhiG, f f PE
25
zo
TYPE =
F9,ovII7E ml�jImum
GOVE2-
I.E, =27,03
I,E.�, = 21n.5�
\\ SoT = z4.s3
T`f PE IL
t'K.l STI NG 1 z"
GONG. P I Fe
\\ N
EX15TING 360" PIPE
i
EXISTING CE5
zq.3s-
i.�•z4„
50T = 21. 10 $
5CALE : 1402i Z0Nr,AL.:
vEfZ-T1Ca�_ :
2tm= 29.35
e
EKt57lNG 66
j Rlm = z�.35
0
y o
Oe
Is
QNAL E�
PROFILE. " 5"
w
7 9 -11 Z--
� I T _ O F R E N T0_N
DATE [
j `+HE?�KE J_. FIf1D
tpp,pf ---
- j EET_�
RECEIVED
CITY OF RENTON
RL HEARING EXAMINER
EXHIBIT NO. 3 _ FEg 7 1980 FEB 2 6 1980
AM
/ PM
`7 � z' 7 7 �e
ITEM NO. - <19ti
EXISTING 24" CONC.
CULVERT
Cr?
A
TYPICAL DITCH SECTION
SEE SHEET 2 OFFA
N/G�i�!A� l Q 2+ 00
Fp,,,,ARr stAr� � �
__— Approval of this plan does n
approval of des' of constitute
l�n, size nor location of an
restrictors, channels pipes,
or retention facilities;
•� but is an approval of
/ control plan only, temporary sedimentation
t
- 2.9
ROCK CHICK LDA TYP) 5E E
\_ DE IL (SHEET 2 OF 4)
�Py
y/
/•r' CID
EXISTING 24' GONG. ,/
I.E. ,4-
- NOTES:
(CULVERT EXTENDS
{ '
•�.. �� 1NODER
ROAD W/FLOW WARDS
405). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500 CUBIC YARDS.
O W D
UT LOW zo \ 2) ALL SURFACE 14ATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING.
3� N {20L DEVtC
7'�-
\)�A\LL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUh1,
TEiY1P KY 51=DIry1ENT ION 4) PR�JECT AREA IS APPROXIMATELY 3.07 ACRES,
ONE E iZ.Ei�V10 D 3o u 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED
\ \ \ BY OWNER.
HEN F1,ILL L_ET E.. \
2 CU. YDS. RIP- RAP
S E DETAIL (5NEET 5 �}� 6) . USC & GS DATUM (MSL)
7) BENCH MARK LOCATED R.R. SPIKE 1.5, FEET UP WEST FACE TEL. POLE ON N. SIDE OF
S.E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD.
�- 8) FINISH GRADESSO
A SHOWN ARE MAXIMUMS ONLY CONTRACTOR
I
94
CON RA TO M Y F LL TO LO R FINISH
...
— —Z4 --
GRADES, PROVIDE THEFINISH GRADE ANDTHE FIRST FLOOROFANYSTRUCTUREECONSTRUCTED
/ - _ ---- ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL
A 1
6+0o N Z PERMIT, AND THE SOIL CONSERVATION FLOOD PININ STUDY.
1+20 5 0+405 N 0+40 N I+20 N 2+00 N D/rC�y �' ��+60 N 3+60 N �4 4� N 5+20 N \ I` I
/ ` -- - r— - —� 9) PROPERTY OWNER: SEA BELLE PROPERTIES
S
f +. -
>✓ AL INTYPIC, ---- —_
f ION _ _ - \ 5542 LAKE WASHINGTON BLVD.
w/ SEE EET z OF 2 - _ KIRKLAND, WASHINGTON 98033
10) PROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC.
-- _ 720 EAST MAIN AVENUE
34 PUYALLUP, WASHINGTON 98371
_ 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO FILL
' /�,, � Q• i� -. ,,� 'l -�' - _ _ __- _ _-. ,�----�3` SITE; AND REPLACED AS NEEDED.
38 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA JJILL BE HYDROSEEDED.
11 4,4 13) ZONING B-1
1 \ \ -
\ 14)� FINAL DRAINAGE PLAN &SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO
-4Z MATERIAL BEING IMPORTED. UPON COMPLETION OF THE FILL THE FINAL AS BUILTS
WILL BE FURNISHED TO THE CITY,
' \ 44 15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM
\ j STANDARD SHOWN IN DETAIL.
16) THE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE;ROCK CHECK DAMS IN"Tt4E`
/83 _ 41 D
ITCH.
I
CULVERT DAYLIGHTS
EXISTING 24" CONC.
CULVERTS
\ SOUTif�fgST% SEL'T/dYZ9 TJdP. T,¢/ ' RAP. SE, )✓/V /
WG CDhN/Y67LW' i
CULVERTS /
I`C DAYLIGHT
2 EXISTING 12"
GONG. CULVERTS
l
SURVEYORS and ENGINEERS
P. O. BOX 1031 PUYALLUP WA. 9 8 3 7 1
PUYALLUP 845-8833 SEATTLE 838-3474
VICINITY MAP
SCALE: I"= 400'
0I�� F_ N a BE JOB IJ27
` CITY OF RE:-:N TON
D E P A R T Ivt t: I'1 T C) F F' U F3' I IC W c) R- K �c�-._�_.�
.i ,� _ .5 • Af 61S,f1�
SEABELLE PROPERTIE5
� J
DESIGNED D.L.F.
Revwons Pt, Y
I Re..4an Erv�r. DLM 2/ 1 / YO �a 7-4-76 tit Nam. 79- //Z7
I { DRAWr.t R.A. B.i _D•H. - - - .,_ ._�—._. _......�,�......._.� - .
-- -
CHECKED C.R•B____.
7
- - APPROVED I >HEET:__,_t_ OF
/0F R41
RECEIVED O\, RECEIVED
t CITY ,OF RENTON
2
HEARING EXAMINER
- FEB '� 1980 ,` � FEB 2 1�80
EXHIBIT NO.- -� _ �} .............. AM PM
`BEM NO. - 92 w� 7A9j10j1i,12Ejt2,3i4i5t6
`7 0 z %9 /NG DEPP%
IT 24N.R.SE.W.M
24 F4 . R 5 t..VV. IN
4Ly /
I-2892
G
0& D \
! Sec . 3
v , in
440
Q �� \ P S.N. NO• ;7"
O
Leff
co{ Ov t Lot -- - - - -- 4
o + Lot I Sec. 32 C}_,�;:T I�, ' w l7. Sec ZJ I08TH AVE�S•E. rr
Q Sal173
a /! j � ( col.,
�` 30
0�� � I rl �` ,,\'R� �03 'r OTAL PARCEL DETAIL
r x I `
5+0 ��' �B0 "-- i SCALE 1"= SOO'
ro
Lni
o
Q
s OD `� R
M �/ — a i`J f�1 I I p, y \ \ \ //y"`
/ v
J) 0
N
+ +
�n '
�
�00
r
C
r r ,
N
RA-LIN
N
r T
41
� "7 77v Q R
Fill' It
LINE
i i1 T TO RENTori 2.3 \ ti \ 30
T.S.45,+a6.1 `v'� l _
S.C.4554+OC
_—` s.r 2�3z\�* �� �-2896\\~ `\�
A _-________ / `10
40
30
20
10
Ne
L?. „"- T,,."� _ N 11 `R p1 5 3 4 S -7 5
\ C� 8 43
- _ Q.K� `.l4Li `+�`'_.0 � L �i5'_ 1t1L. \ �7 �y �I, _. - 0 {
�I I ,, r , ...� r • 1 ;�' �L " 9}1kL `l'` / I ( � - � `� 7. "\ \ ` � -_. � �� 'V J Q{(i � li)
.}
4 9 _..
00 *Ike
Q Q /Div f`\'2~ '9C TO 20
AL-
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E
r
�1
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0 25
vc•
+
+
p
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r
77
FED. R0�4A 1`ED. PaD FISCAL SHEET TC7ai
5TAT�
I]IV NO ppOJ. NJ. YEAR NO. SHEETS
WA914. _a I
-- - OWNERSHIPS
PARCEL NO
NAME-
TVALAREA
TAK E
LT RI mAINDER Ili':
I-Z8'3Z.
COLMP�N
902,1,800
184',2,70
`5,900
15,200
644,600
ICo9,020
222,300
SO
I- ZS93
LaVOY- --- - ---
I-2894
I-2895
l-2896
GERBER
NEMMING50N _
REPUBLIC CREOSOTING CO.
352,820
11,GDO
Z351500
11.7,000
3,250
314,500
141,3ZC
I09,350
I8G,000
413,500
N
—
N
+
N
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0D
161)
1.
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11
IT
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30
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I '� YY o 7 4. I _ . I!/`}- C r • . I � 1 \ • •`
35 -ro /4 Ccr• - i__;►d, EX►sr. HWY. fZ/W LINE
�.�....
LAKEi SHflft,E ew0 --_ _--------- --- --�"1
--- --- I -- --- -- Q
------ ---- - ��-
- 1 � 6 3•a .-ram ` �--� � �`-._-�-----� F, --- -- --- o r \W o h 2 adsue¢.
y� 5� Li � PS" No.\ K¢nnyda\� bo
L o5a� 3� North Sh)zq_j \ a- 4
NE
III x N \2 Sh¢e+s, aQpr. F'¢b.7, 1950
Dad f� 40
— K C
1
N W a /4 N E i/ � _ --- ___ .�....
4 Sec , 3 ? '>n I I I - --_� lo%z�25 1- z8gs
N x -� Q Jo �-- -_-� 30
Ln
50
3+31.1 C1tR¢n-on C©rp. II1'm�ts.
_ — --- --
i K
2 t... •- i ..:.
I i x I 0, '
x 1 ► a �, _ ;�.� SQ S W 1 /4 3 1 /4- Sc, . 2c-)
M .
I
O
• 1 1 `� + x ----
'�o
I-2894
Corp. \\mIt
--
_t�7,293.GI
I1OTN A4E.-S.E
5Oi Q'O
---------------- ��
P.I.A1017'+39.06
CO
N0
%a
40
30
: J
2 3 4 5 6 7 8 9 I!O #
0
uI
0
Mtoo
S 3-
u
6
V_
z 3 N4 5 to 8 9 60. G1 3 4 5 b
30
2,0
10 1
995 6 7 8 9 1000 '_ 3 4 5 6 -7 8 lb- 1010 1 2 _ .3 . 4 5' 13 I Z0
Prof ile, Sca i0 Vert . 1 "= 20
NOTE- For Mca•Ir% Lire Prof\l- Srz 5t%¢ei% Wo. 5 --- �n LEGEND
(Access To Be Pro hi bitgd' Thus
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CITY OF RENTON = P P ,
HEARING EXAMINER XHIB 1 '- ` �' I Pr O p P.1't � Lines
--- —
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This 3heef supersedes 3heet-,6 oV 6 Sheets
of same -+li {e approved Aprl 112,19 55.
PRIMARY STATE HIGHWAY NO. 1
RENTON TO KENNYDALE `
KING COUNTY
RIGHT of WAY
` Station 448+00 io 5r a�lon' 9 + 00
WASHINGTON STATE HIGHWAY COMMISSION
DEPARTMENT OF HIGHWAYS
' 1 OLYMPIA WASHINGTON
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EXISTING 24" CONC. -! I.E. 18.0
LVERT // ' (CULVERT EXTENDS UNDER NOTES:
2p �\ ROAD W/FLOW TOWARD5
4.05). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500_ CUBIC YARDS,
2) ALL SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING.
------------
A. �3) ALL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM,
��►, - �\ �� �j 4) PRtECT AREA IS APPROXIMATELY 3.07 ACRES,
5 EXISTING DRAINAGE DITCH ALONG WEST PROPERTYA INE SHALL A� r,
) L LL BE CLEANED AND MAINTAINED
BY OWNER,
CU. YDS. RIP- RAP I
6) USC & GS DATUM (MSL)
32
C 7) BENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N. SIDE OF
S,E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD.
/ Z8
Z4_ _ - _ — — 8) FINISH GRAPES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH
22 --- _ GRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLMOR OF ANY STRUCTURE CONSTRUCTED
/ i �% -- --- -- 26 �✓ n: ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL
a., PERMIT, AND THE SOIL CONSERVATION FLOOD PLi"IN STUDY.
I*20 y Q 40 5/ N 0+40 N 1+20 N 2+00 N �2+80 N 3+GO N �5+20 N 4+40 N G+00 N
(� �
. / w i TYPICAL f'rCFf SECZON - - - ---------- - --+ 9) PROPERTY OWNER: SEA BELLE PROPERTIES
,. _ 5542 LAKE WASHINGTON BLVD.
SEE EET 2 OF 2 - KIRKLAND, WASHINGTON 98033
10), PROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC,
720 EAST MAIN AVENUE
/� _ '' '� / - _ _ --'� t 3♦ PUYALLUP, WASHINGTON 98371
1 r ,
L = j �- .\ N7�' �Jd, /'/ �I 3` 1L SHALL 8E STRIPPED -OFF OF FILL SITE AND STOCK PILED ADJACENT TO -FILL
11,} TOP S0
�1 /i/'� O� `• �� -- - __ - _ - __ _ - ----` _ ��ITE; AND REPLACED AS NEEDED.
v
12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA VILL BE NYDROSEEDED,
/ -- -- - - 13 ZONING B 1
14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO
WILL BE FURNISHED TO THE CITY, -- - ---- MATERIAL BEING IMPORTED UPONCOMPLETION OF THE FILL THE FINAL AS BUILTS
- - - 44 15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM
STANDARD SHOWN IN DETAIL.
v \lfi) THE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE ,TKaWBALES IN THE
\ I
DITCH
1Q41
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CULVERT DAYLIGHTS
TING 24CONC
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PUYALLUP 845-8633 SEATTLE 838-3474
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# 112 7
CITY OFR�._N
�i'ON
DE PARTM F_-NT
OF PU B1-1C' WORKS
e,p
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SEABELLE
PROPERTIES
7-4-7te FILE NO.. 79-1127..
DESIGNED. D L.F _--
DATE
DRAWN.S.A.8. L2,_H.
icHEcr<ED
G.� R.B____
I"= 40 _
»K � -�
nPPR I
APPROVED_ ___
Ot F'_
_ SHEET---L—._ OF _
- -
RECEIVED
CITY OF RENTON
HEARING EXAMINER
EXHIBIT
NO.
AM SEF 111979
IT-FNo.
/ 7
7r819110r1IrL�Il e213r4;t5r6
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EXISTING 24" CONG.
I.E. 18.0
NOTES:
(CULVERT EXTENDS UNDER
ROAD W/FLOW TOWARD5 �\
405). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500 CUBIC YARDS.
- O W D
2,11 ALL_ SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING.
�3)� ALL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM, p
4) RR� JECT AREA IS APPROXIMATELY 3.07 ACRES, I
3o N 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED
4Y OWNER.
�\ \ CU. YDS. RIP- RAP
6) ISC & GS DATUM (MSL)
3a --- ------ - 30 C 7) IENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N. SIDE OF
,E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD.
Z8
Z4 - _ _ _ 81 INISH GRADES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH
TRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED
N THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOD CONTROL
i-..�..6+ ERMIT, AND THE SOIL CONSERVATION FLOOD PLAIN STUDY.
00 N �
g O 405 r N 0+40 N I+20 N 2+00 N D�%Cf/ L' ,J2+80 N 3+60 N=40 N 5+20 N �) R
/ \
. � w � TYPICAL,,. DfT�H"�SE.CTLON 9) 'ROPERTY OWNER: SEA BELLE PROPERTIES
• \ Q 5542 LAKE WASHINGTON BLVD.
�f SEE �EET 2- OF 2- - - K I RKLAND , WASHINGTON 98033
-
," 10 ) ROJECT ENGINEER AND SURVEYOR: BENNETT & FOX, INC.
.
720 EAST MAIN AVENUE
�♦ PUYALLUP, WASHINGTON 98371
Q 3 _- 13 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO FILL
j 7,_: - l►
� �= ". _ _ � SITE; AND REPLACED AS NEEDED.
\ f
12) WHEN 'THE SITE IS COMPLETELY FILLED, THE TOTAL AREA -j1ILL BE NYDROSEEDED.
�_ \? 13) ZONING B-1
- ) FINAL DRAINAGE PLAN & SEDIMENTATION 4 L CONTROL TO BE CONSTRUCTED PRIOR TO
1
\\ -_ --- - -4Z COMPLETION F FINAL TS
WI BE FURIISHED TO THE CITY.CO PLET ON OF THE ILL THE NAL AS BOIL
/ MATERIAL BEING IMPOR �D UPON
WILL
15) THE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM
STANDARD SHOWN IN DETAIL
\ _ i T PLACING THE - A.tiB LE THE
THE DITCH SECTION MUST BE CONSTRUCTED PRIOR 0 L S,f' A S IN
/ �82
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CULVERT DA \ /
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SURVEYORS and ENGINEERS
P.O. BOX 1 0 3 1 PUYALLUP WA. 9 8 3 7 1
PUYALLUP 845-8833 SEATTLE 838-3474
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SCALE : I"= 4-00'
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CITY OF REN TON
DE P A R T M f.'NT OF PLJBL_IC; W 0 R K S
SEABELLE PROPERTIES
DESIGNED. D.L.F. ____ DATE 7-4_7G JAL':- No. 7 9 - //27.
I DRAWN.R-A B , ._DLH.
c CALF. 1"=40 - -._ FIE.LO 60OK __..PAGE
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SURVEYORS and ENGINEEFIS
P.O. BOX 031 I PUYALL WA. 98371
PUYAL.LUP 845-8833 c.ATTLE 838-3474
/J °C JOB 1127
DEPART'MENT Of l f" f'_.►(
SEABELLE PROPERTIES
i o _ -:'�F-r D! F.._-_� 7/4/79 79 - //27
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79
EXISTING 24'' GONG.
EXISTING 24" CONC. / �. - -f
_1_— _-- 1. E. 16.0
(CULVERT EXTENDS UNDER NOTES:
CULVERT ROAD W/FLOW TOWARDS
\ 4-05). 1) APPROXIMATE MATERIAL TO BE PLACED ON SITE IS 22,500� CUBIC YARDS,
D �/ '\�rOW \ D
2) TALL SURFACE WATER WILL DRAIN INTO HOLDING AREA AS SHOWN ON DRAWING.
`9) tALL FILL SIDE SLOPES TO ADJACENT PROPERTY OR RIGHT OF WAY SHALL BE 3:1 MAXIMUM,
O % 4) PR AREA IS APPROXIMATELY 3.07 ACRES.
06 �j - 5,2 o j"w 5) EXISTING DRAINAGE DITCH ALONG WEST PROPERTY LINE SHALL BE CLEANED AND MAINTAINED
BY OWNER
G
�n
-= - ___\ �\ \ / 2 CU. YDS. RIP- RAP I
6) USC & GS DATUM (MSL)
C 7) BENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N, SIDE OF
32 _ff
2 �) S.E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD.
141
Z4
— — 8) FINISH GRADES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH
— — -- —
(� �¢ 22 \ GRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED
ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOb CONTROL
7+20 S 0 405 f N TO+40 N 1+20 N 2+00 N D�jCy �c' 11'2.�+80 N 3+60 N 4+40 N 5 20 N G+00 N
Z 1 PERMIT, AND THE SOIL CONSERVATION FLOOD PAIN STUDY.
i ��_ +
�'
- —" h 9}.:PROPERTY OWNER: SEA BELLE PROPERTIES
A L DfT �N i T Y P I C L_F4--SECT_i O N —
.. All /------__ \ _ 5542 LAKE WASHINGTON BLVD.
SEE EET ?-OF 2 m KIR\LAND, WASHINGTON 98033
-
r 10) PROJECT ENGINEER AND S1IRVEYOR: BENNETT &FOX, INC.
720 EAST MAIN AVENUE
3+ PUYALLUP, WASHINGTON 98371
\ - L / !/ /►� Q, 3 , ' _�_t r''- 13G 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO -FILL
SITE; AND REPLACED AS NEEDED.
38 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA JJILL BE HYDROSEEDED.
l
0 13) ZONING B 1
„r
14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO
MATERIAL BEING IMPORTED.UPON COP COMPLETION OF THE FILL THE FINAL
' -- - R L�f AS BU I LTS
-
/ WILL BE FURNISHED TO THE CITY.
i44
15) T1iE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM
I STANDARD SHOWN IN DETAIL
1 \
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lE) �7HE DITCH SECTION MUST BE CONSTRUCTED PRIOR TO PLACING THE .S?RAWQALES IN THE
DITCH.
l D !
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SURVEYORS and ENGINEERS
P.O. SOX 1031 PUYALLUP WA. 98371
PUYALLUP 845-8833 SEATTLE 838-3474
r
-= - ___\ �\ \ / 2 CU. YDS. RIP- RAP I
6) USC & GS DATUM (MSL)
C 7) BENCH MARK LOCATED R.R. SPIKE 1.5 FEET UP WEST FACE TEL. POLE ON N, SIDE OF
32 _ff
2 �) S.E. 76TH STREET; 2ND TEL. POLE E. OF LAKE WASHINGTON BLVD.
141
Z4
— — 8) FINISH GRADES AS SHOWN ARE MAXIMUMS ONLY. CONTRACTOR MAY FILL TO LOWER FINISH
— — -- —
(� �¢ 22 \ GRADES, PROVIDE THE FINISH GRADE AND THE FIRST FLOOR OF ANY STRUCTURE CONSTRUCTED
ON THE SITE COMPLIES WITH THE ELEVATIONS SET FORTH IN THE STATE FLOOb CONTROL
7+20 S 0 405 f N TO+40 N 1+20 N 2+00 N D�jCy �c' 11'2.�+80 N 3+60 N 4+40 N 5 20 N G+00 N
Z 1 PERMIT, AND THE SOIL CONSERVATION FLOOD PAIN STUDY.
i ��_ +
�'
- —" h 9}.:PROPERTY OWNER: SEA BELLE PROPERTIES
A L DfT �N i T Y P I C L_F4--SECT_i O N —
.. All /------__ \ _ 5542 LAKE WASHINGTON BLVD.
SEE EET ?-OF 2 m KIR\LAND, WASHINGTON 98033
-
r 10) PROJECT ENGINEER AND S1IRVEYOR: BENNETT &FOX, INC.
720 EAST MAIN AVENUE
3+ PUYALLUP, WASHINGTON 98371
\ - L / !/ /►� Q, 3 , ' _�_t r''- 13G 11) TOP SOIL SHALL BE STRIPPED OFF OF FILL SITE AND STOCK PILED ADJACENT TO -FILL
SITE; AND REPLACED AS NEEDED.
38 12) WHEN THE SITE IS COMPLETELY FILLED, THE TOTAL AREA JJILL BE HYDROSEEDED.
l
0 13) ZONING B 1
„r
14) FINAL DRAINAGE PLAN & SEDIMENTATION CONTROL TO BE CONSTRUCTED PRIOR TO
MATERIAL BEING IMPORTED.UPON COP COMPLETION OF THE FILL THE FINAL
' -- - R L�f AS BU I LTS
-
/ WILL BE FURNISHED TO THE CITY.
i44
15) T1iE CONTRACTOR MUST CLEAN AND CONSTRUCT ALL EXISTING DITCHES TO A MINIMUM
I STANDARD SHOWN IN DETAIL
1 \
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P.O. SOX 1031 PUYALLUP WA. 98371
PUYALLUP 845-8833 SEATTLE 838-3474
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SCALE* 1"-- 400'
R: BE#*
JOB # I127
CITY OI
R E N T 0 N
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DEPARTMENT
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�
Fs�omn.
SEABELLE
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--
7-4-76 _
FILE. NO. _ 79' //Z7_
DESIGNED. D.L.F.
--- _.__ _
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