HomeMy WebLinkAboutS-309201NE 1/4, NE 1/4, SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
= NOTE,
n ALL TRENCH RESTORATION SHALL BE PER
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CURRENT CITY OF RINTON TRENCH RETAIVING
,tt RESTORATION AND STREET OVERLAY
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REQUIREMENTS. cn Qy W
C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN
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ADD. TO SEATTLE DIV. NO. 4 _ I
N• 19430.963, E: 130521.011 II ( 3 �o
STA 5 +OS VOL. 11, PG. 82 d I
Z SAN. SEWER MH N0. 3 Col ;
SHALLOW MAN HOLE - TYPE B -
(SEE C.O.R. DETAIL N0. BR37) 3p z 30'
111
RIM= 303.3 I z
LE.= 299.24 (8" PVC,_W) 1 "
U) N: 19013.963, E: 130556.671 z
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W LE.= 299.34 (8 PVC, E -- ------__ -31
W SAN - 'SEWER CLEAN OUT
EX A, 8" IA
TYPE A, 48" DIA. I I Y
(SEE C.O.R.' DETAIL NO. BW1813) STA 5 +00 STA 10 +20.71, 6.08' RT z
W RIM =306.0 SAN: -SEWER EANOUT CONNECT 6" SEWER STUB RIM= 12.98
(n RIM _306.0 I.E.= 299.36 TRACT 223 I.E.= 303.58 (8 ", N) "
I.E.= 300.05 �6' SS, NE) LE.= 303.58 (8 S)
I.E.= 303.68 (-12 ", E) ! .• \ I z
�'" STA 4 +96 _
I E 303 48 (12 W ) I
y' 8" CAP /�IjCONNECT 6" SEWER STUB }�
IE: 299.68 0 STA 0 +00 CAMAS AVE. NE
I.E. = 299.32
,gip 3 6- -- '%}" L- =10 +00 NE 24TH STh N
30
611.52, - -- - ------ - - -;�i�
NO'30'47 "E
- - - -- - -- -- -
_ __ _
78.42' _ _ - - .. - - _ ____ -- -- -_ '�- 1, - SS MH
O 4- SAN. SEWERVMAIN CAM AVE. NE: X�x 342
0 ° - I �1 -0i_ SLOPE
s 1 Dq- 31 +I
r o I q N00.30'4 467.58 4 oI
A t-I 3 �I.O m
MINI �. r o
�L E] I 1 FFE: ,304.0' L
C t m I o I m LE =300- 2 � M.
H W ml" I" 48L 6 "PVC 0 NO'30'47 °E Lx -x 31-0-
t0 ° 22.94' 50 00 50.00' I
T1 MIN: \ 2 + - 5D:00' 50.00' 50.00' 35.60'
V - --FFE: 1305.0' / , " GN CQ ' M. 3
DO LE.-302134 I,, - - - - - =� 30�%� % 25 LE. -
" ° ------ - - - -2. ��h
-- --� - -- 1 - -
I
c -1 9a1E^-6 °_ PVC ®2.0% C.O- aQ - _ Iz i I r I r -
=a '�f a ^�- / IQw I / TF
93.49' _ -/ :M i�O _368 -I -_
-7� - -- - - --FJ 4b� 7 6 1 5 I MIN. I I MIN:.3 _ 2. MIN. 1 1 I zI
9 I -- 41' PUBLIC DRAINAGE MIN. FFE: 302.5' I. MIN. FFE: 30'1.0' I. MIN. FFE: 301.0 I FFE- 300.0 I FFE: 300.0'1, ,;, MIN. W
r �. •.L� r%� - rl I FFE: 299.0' f"- FFE. w
MIN Imo@ I 1 - 1 i O I� n
�. DRAINAGE a, = r%1 ALOER__ __________ _ _ _ _/I I ------------
___ w 1
/ 299.0'
FFEi 304.0' 20; EASEMENT FOR INGRESS I 1L z -_- ,__ - -_ I I m 1 - 5' I �- 5' 1 r 5' I 5' I I 3 _o
Q EGRESS AND UTILITIES TO i VALLT% S' 5' o A I
1 1 I J 1 1 1 15" PUBLIC SEWER EASEMENT I I I LDER Q
BENEFIT LOTS 9 AND 10 ,,• ______`_ I �� � 1 °
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r N '- I_E.= 29>i.73 I.E.= 297.59 I.E.= 297.49 ' -'- x - - - - - - -1 E 295 49
I.E 296 59__ E.= 296.49 I.E. = 295.59_
= m1 I� o ! i I I (- I
7.5' x
`O MIN. FFE: 303.0' `O - - I '
o E.- 299.40 - - - -- - - -- -- _ - - - -- %
m I - - -- -- -- ---- �_ 3
BSBL
L L
'oN I.E._ 301.35 1--------- r - - - - -- -- - - - - - -- -- - - - - - -- - -- - - - -- I -- -- - - - - - -- -- - -- -- - - - - -- - -- - -- --
BSBL BS BSBL � I- RCRI i I RCRI
1 I - - - - -- - - -- -- - -- 304
- - -- --' r- T _ -- -- -- JJ co
BSBL 30 O'
--
STORM DRAIN - -- -- - -- ORM DRAIN x +
148 LF 7 6;% S. S, LINE @ 2.0 % SLOPE b - 30 �- + 0 g" PVC NEW SANITARY SEWER MAIN Tx O ." SLOPE 00
- l o
4 +'- 420 LF
N 10' SAN. SEWER EASEMENT V - A 4 +17 NO'30'47 "E 50615.70' 8 DD x 5e 9[' - x x x �4 x x x- x -50 0 x 62.22' - x- x g i 00---
CONNECT 6 SEWER STUB 5 15' PRIVATE DRAINAGE ESMT
N: 19015 19 3 3 _E�- 30432131 -----�
TO BENEFIT LOT 9 ST 8 +9 RT. (24TH ST�
I.E. = 298.43 15' CITY OF RENTON SEWER' BASEMENT XI T. FENCE TO BE REPLACED STA - 00 SEWER MAIN a IQ
CONNECT 6" SEWER STUB 6" PVC SS LINE @ 2% SLOPE MIN. (TYP) I )))
LE.= 299.15 N: 19432.033, E: 130435.871 STA 3 +03.16 1 BY NEW FENCE ON LINE SS MH N0. I-
STA PE "RZO W �^
STA 4 +20 CONNECT 6" SEWER STUB STA 2 +93.16 CONSTRUCT NEW MH OVEN. EXIST 12 MAIN Iw
SAN. SEWER, MH NO. 2 I•E•= 297,29 CONNECT 6" SEWER STUB RIM =30 .0 (ADJUST RIM TO GRADE "
TYPE S, S7D_�t T BR37 -54' I.E.= 297.19 TAX PARCEL: � I.E. = 293.71 (12 ", E� IQv
IRE. =298.29 (8_ PVC, s> TAX PARCEL: I N0. 0860 LE.= 293.81 (12 °, w) Iz
IE- 298.39 8 PVC, E) TRACT 236 N0. 1280 LE.= 2s4.os (a N °WM N
CONTRACTOR SHALL VERIFY ELEVATIONS"
LE.= 298.39 6" PVC N STA 2 +03 -16 STA 1 +93.16 PRIOR TO CONSTRUCTION I 3
_ - Dh10NDS -4T'E. IV 1590.48" NO'31'03 "E 4 CONNECT 6" SEINER STUB I -{ CONNECT 6" SEWER STUB
d E LINE OF THE NE. 114 OF SEC. 5 -23 -5 332.81 124767• 5 I.E. = 296.29 I.E.= 296.19 I _ ____ I_ _
C FOUND CONC. MON IN CASE FOUND CONC. MON IN CASE I STA 1 +03.16 STA 0 +93.16/ - i� --
(BRASS CAP WI'PUNCH) (BRASS CAP W /PUNCH) CONNECT 6" SEWER STUB
CITY OF RENTON CONTROL I I CONNECT 6" SEWER STUB LE.= 295.19
w MONUMENT J/ 183 E. 7 114 COR. OF SEC. 5 -23 -5 STA 16 +79.20
ELEV.= 317.22 FEET NAVOBB CITY OF RENTON CONTROL I.E.= 295'29
r p VISITED 4 -28 -2000 EDEN MONUMENT 1 369 I c� ,
pl OF ELEV- 332.57 FEET NA -VD"" Z
R fi PER PLAT OF J.R. GATTEN ADD. I "i
} GTDN'40.D4 VOL. 66, PG. 65 I I i 4) 9201 296
m WASTTLfi DIg2 3I 30 30 NORTH
HJLLMA��DMOSfA11• PG �I I SCALE: 1" = 20' I RECOMMENDED FOR APPROVAL
C.P. RAW GRAPHIC SCALE I Gin f{2.1. l
wmp "rwcc s (BRAD CAP C W/PUNCH) 20 10 20 40 BD CASE BY DA
. uRC 30.01' 0 .
611.52' NO.30'47 E NO'30'47 E -4 �JL�� 294
C.4�AS APE' NE'. BY DATE
8.35'
IN FEET) - BY DATE
Ow 1n 1 inch 20 ft.
NTON
p BY DAT DEPARTMENT OF PUBLIC
:w cg0. s STA 10+17.50- P�y`F"pF WnSyFcF, pI j\�
ENGINEER: S E WE I\ I LA I V
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JAEGER
SCALE: 1"= 60' 9 ENGINEERING JACQUES PLAT
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z I 9419'.South 204th PIaC@ ' DESIGNEC:. ��� DATE 11/02 FILE NAME:
c1s° Kent:WA. '98031 DRAWN: DBA
NO'30'47E 615.70' �1oNgL Ems' 0
W I \ �I Pt10n9 NO. (2.�Y�) BSOiI9.�: SCALE 1 " =20'' FIELD BOOK PAGE:
STA 8 +91.15 CHECKED: JJ p
4 d WwA - �, -�e�r COMROL DIAGRAM 1 I I EXPIRES 3- 1 -04NO. �LW� OJWtWi SHEET:
APPROVED:
Z N0. REVISION BY �.APPR. DATE oaccraa Pusuc v"aks . .
_ C!J • S � 64 224 SCANNED MAR 2 6
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