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= NOTE,
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CURRENT CITY OF RINTON TRENCH RETAIVING
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N• 19430.963, E: 130521.011 II ( 3 �o
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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
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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. -
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c -1 9a1E^-6 °_ PVC ®2.0% C.O- aQ - _ Iz i I r I r -
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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
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'oN I.E._ 301.35 1--------- r - - - - -- -- - - - - - -- -- - - - - - -- - -- - - - -- I -- -- - - - - - -- -- - -- -- - - - - -- - -- - -- --
BSBL BS BSBL � I- RCRI i I RCRI
1 I - - - - -- - - -- -- - -- 304
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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'
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Ow 1n 1 inch 20 ft.
NTON
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:w cg0. s STA 10+17.50- P�y`F"pF WnSyFcF, pI j\�
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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:
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SAN. SEWER MH N0. 2
q n W "� NM .._...._.._. ". TYPE �$'._DIA..S4 ".. ". ". _........ --- ----- -- 4.. 8.".. DtA ............ ................_.............. 315
= Q 315 .. .........._......._..._...o..�. �.. , _.._. .� .. .._...._.....__ .......- .... -. _ GONNEGT -6'- SEWER... STUB ......... ......................._...._.. _...... CONSTRUCT NEW MH OVER EXIST 12" MAIN
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o + v) D rn rn _ 8• pvr LE.- 298.43 RIM= 3.0 ( IM
IR.E.- 298.29 ,
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= a ZM II i'I I LE.= 298:39 8" PVC, E) STA 3 +03.16: LE. =293.71: (12 ", E)
I¢ 'w o LE.= 298.396" PVC, N) CONNECT 6" SEWER STUB : I.E.= 293.81;(12 ", W)
to u) L __ - 1¢
m 11E.= 297.29 :1 - - .._.._.... _ ......_ .. .............. _........ "._. IIE..= 2. 9. 4. 09'.( 8"._ N�...:...... ..............._............... 310
STA 2 +93.16
_............_.:._ . ..............:... "..__...1_ -:.. ........._.._:..........................-...._.................._................_.._...._--..____....."...._...._..................._._......._.._ ............................... CONNECT ..6,,..SEWER...STUB'
b 31 O z wo I I.E.= 29:7.19 CONTRA R SPRiOR: ORICONSTRUCT ON
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EXISTING GROUND
_ - 0 6„ SEWED STUB --------------------------------------------------- --------------------------- — — — -
ol CONNECT
6 : M NY ~' - - - --- ----- - -- --- --= - - - -- -----=- ------ ----- �- - - - -- -- - - -- -- - - - - -- --------- - -- - -- - - -- - - - - -- - --- -............ -- .............. ............... ..... ..... .... ... ............... ...............
a PROPOSED PAVE a ¢ I.E.= 298.32 - ..... ..... ............ ".. 305
- - :..._..... ......_. _. ...........I--.....- - .............. _............._...._.......__:_ ._................................._...._..........._...... ......... ........._.........
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305 AT Ck3L DE SAI - - - ------------ -
-- -- -- - -- - - -- -- -- - - - - --
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STA 2+03.16 STA 1 +93.16
CONNECT 6 W S STUB 0 _
CONN SE E TUB CONNECT 6" SEWER
I.E.= 296.29: I.E. =296.19 STA +93.16
ONNECT
.... ....."." . ................. "............. .... .. ......
- ....... - - - ....... _..._....... _.._...... E,= .5.. ..... 300
300 :. .... .............. ............ .
.........:..
. STA 1 +03,16
C SEWER STUB
CONN CT'6':' SEWER...�13B.........
1. ..29 1.'..
I.E.= 295:29
85 L.F. N 8° PVC ^
NEW SAN. SEWEi MAIN -
® 1.0% SL0 E - - -- - - - - -- --
- -- --
- - - -- _
- 420 L.F. 8" PVC SA .SEWER MAIN ®: 1.0% SLOPE
9 0 0 __...... . .............. ._..:......_...... ............... . .... —.� - - -- .- - - - - -. -. — _�_ — 295
x w W � 295 _.. -- -- - - -- - - -- --- - - - - -- ______
V s -- - - - - -- — - - - - = — - -- ---- - - - - -- —
SrA 5 +cam N 12' CP P STORM DRAINAGE PIPE -- --- - - - - -- - - _
- - - - - --
..............:....
NEW
CONNECT 6" SEWER STUB
a NEW 12" CPEP STORM ,
a. I.E.= 299.36
I.E.= 292.15 AT CROSSING DATUM EIEV
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m 5 +40 5 ±00 4±00 3 ±00 2 +00 1 +00 R APPROVAL
0 ±00
RECOMMENDED FO OVAL
...............................-....................................................................................
................ .......................... ...... ........ .............. ...
.......... ... .......................................................... ............................... Y.. ............................................... ...............................
BY cf,21 - o�`"tc�C =�DA7lE1�
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GRAPHIC SCALE BY °A� CIT'Y OF' RENTON
o DEPARTMENT OF PUBLIC WORKS
20 a 10 20 40 ao Spf WgJgFGt� By DALE
IN FEET, s z ENGINEER: EERING SAN. SEWER ESM'T. PROFILE
1 inch = 20 ft.
JAEGER ENCIN JACQUESI .PLAT
0734 9419 South 204th Place DESIGNED: JJJ DATE: 11/10/03 FILE'. NAME:
HORIZ. 1 " =20' ,�a 22 Kent WA 98031 DRAWNt DBA
SCALE: QVAL 1 DJ Phone No.: (2M) 850-0934, SCALE: 1"=20' FIELD BOOK: PAGE:
/J VERT. 1 " =5' 1 CHECKED: JJJ
NO. REVISION BY APPR. DATE ExPIRES: 3-1-04
.
Fm No.: (253) 850 -0155 pp
APPROVED u,aEC oa or ueuc .ioakz SHEET: 10 OF 1y!
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NOTE: _
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CURRENT CITY OF RENTON TRENCH
RESTORATION AN0 STREET OVERLAY W
WALRETAINING
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REQUIREMENTS. C
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RIM= 585.5 502 -(Qcv (
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SAN: - SEWER EANOUT CONN> =:T 6 SEWER STUB '
U (W RIM =306.0 II .E.=299.36 TRACT 223 RIM= 312.98 a
LE.= 303.58 (8', �'
Q LE.- 300.05 SS, NE) I.E.= 303.58 (8 ", S) I H
I.E.= 303.68 (12" E )
S+96 .= 3.48 (12,� W) - - - -- N
8 CAP
CONNECT 6" SEWER STUB -----------
- -- - - - -- - - - - - -- - -- -- - - t W
>z I E 30
p' lE: 299.68 - - -- I.E.= 299;32 4, '
- -3_1_ o� TKO STA 0 +00 CAMAS AVE. NE /
=10 +00 NE 24T11 STI
611.52 I- NO'30'4.7
78.42 - " - -- - - - - - ------------------ _ 3
MH
w i `
�•4•• LF� 8" PVC - -
�- , SAN. SEWER 'MA!N FI
CAMAS AVE. N - T2 ,-I -155
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q 1 I 130# NO .3 - 467.58
10 m MIN. \ 4
I I N
10 FFE• .304.0' - I� �I
m------ -"
a m t o
I. =300. 2- M. f
H ml. 48L 6 "PVC °o NOtO"47 'E _ 11
rn MIN � 2. . + _.22.94'.. -. -. _.. 50.00' ( 1 5 0.00 1 50.00,. 50 OO - ___ 35 60 _ - , I
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4
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9 I - - - - - - - - - - 41' PUBLIC DRAINAGE T I Z I°_ MIN. FFE 302.5' MIN. 1 I MIN'. 4 I MINj S I I MIN. 1 I ZI I
MIN EASEMENT I FFE. 3 MIN. FFE. 301.0 FFE. 300.0 I FF k 300.0'1 l , iv.
I 01.0 I E Mi
s a I _I 13@ i r1 7 I "? �, ^ FFE 299.0` i FFE: 299.0'
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!CA FFEi 304.0' DRAINAGE w I _n 2b; EASEMENT FOR INGRESS I _ ALDEIR--- -- --- --- - -- - -' I EGRESS AND UTILITIES TO I
VAULT/' �p� I � I 'S� 5' 1� 5' I 5' I I $' I °i $' 1 �
m I BENEFIT LOTS 9 AND 10 I i 1 I 15 Fl�L1. SL`�YER EASEMENT I I I` 7 I LDER j" I, - -- 0 1
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m I w p I:E.= 29.73 I - 1
U I - - 1 >d
.= 297.59 LE.= 297.49 = 6 49 FE "
co 7 - - -- _ . .= _ - - . -295.4
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1 m MIN. FFE: %303.0' I.E.= 299.40 I %;" I -
E. 296.59 LE. 29 I I E --- - -- g
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o n BSBL J L BSBL % BSBL - - L BSBL - BSBL - J _ BSBL ----------- I _ BSBL
w L E. =3 11.35 I - - - - - - - - - ----- - - - - - - _ _ - - - -- - - ---- I 30 30
- - - - - - -- - -- - - - - - -- - - - - - -- -- - -- - - -- - - __-- - - - -- -------- - - - - -- - 30�k
1
148 LF 6,,' S. 44;''00 M N - - - - - -- R
t LOPE -- - - -- - - -- --- - -- - -- -- 0 �qg 0, 93 SLOPESTO M DRAIN x +
ST R ' AI b
J 1 5.04' "� 3(36 I ,�� _ 8" PVC NEW SANITARY SEWER MAIN o
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a _ - - --
74.23 50.0q; L rr o
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10' SAN. SEWER EASEMENT STA NO'30'47 "E 615.7h' I.
TO BENEFIT LOT 9 CONNECT 6" SEWER STUB - 5' 15' PRIVATE DRAINAGE ESMT. N:/19015933.E _�- }304 - 322..'1-31------ ---- 'h�
CONNECT 6" SEWER STUB I.E. = 298.43 15' CITY OF RENTON SEWER EAS MENT ST 8 +9 -V RT. (24TH ST Z
3ttO 6" PVC SS LINE 2� SLOPE MIN'. TYP) XI T. ENCE TO BE REPLACED STA 00 (SEWER MAIN a 1a
LE.= 299.15 N: 19432.033, E: 130435.871 STA 3+816 1 Y NEW FENCE ON LINE SS MH N0.
STA 4 +20 CONNECT 6" SEWER STUB STA 2 +93.16 CONSTRUCT NEW MH OVER EXIST 12" MAIN 1
SAN. SEWER 15, -8 MH N0. 2 " I.E.= 297.29 CONNECT 6" SEWER STUB RIM= ADJUST RIM TO GRADE I NY
TYPE.$, r, gR37 -54 I.E.= 297.19 TAX PARCEL: 3n '11D( I.E. =i�9&4 (12" E) 2gs.ao 1>.
RIM 3°x•43 TAX PARCEL:
I.E -r,,�^ 8: PVC, , S) aq6 •� 1 N O. 0860
1 E. =s�93 $4 (12 ", W) Z45. oG, 1 _
8 "- PVC, E) 2q8 . q�b TRACT 236
NO. 12 8 0 I! I.E =mss (r �, N I 2`IS.
o a LE.- 6 PVC N ase,.4a
2•t 11 I 14 1-1 CONTRACTOR SHALL VERIFY ELEV TIONS � 1 I 4 I N
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STA -2+93. STA i-i93 15 PRIOR TO CONSTRUCTION Z
_ -'Off0 TS 4V _lv F 1580.48' NO'31103 E 4 CONNECT 6" SEWER STUB 1 CONNECT 6" SEWER STUB
FOUND CONC. MON INCASE E. LINE OF HE NE. 114 OF SEC. 5 -23 -5
332.81 '- � 1247.67T 5 I.E.= 296.29 I.E. = 296.19 I P1
FOUND CONC. M0N IN CASE _ _ _ _ x
-_ (BRASS CAP W /PUNCH) (BRASS CAP W /PUNCH) I STA 1 +03.1.6
CITY OF RENTON CONTROL STA 0 +93.16 - - - -I
Lu MONUMENT # 1837 E. 1/4 COR. OF SEC. 5 -23 -5 STA 16 +79.20 1 CONNECT 6" SEWER STUB' CONNECT 6 SEWER STUB
Q ELEV.= 317.22 FEET NAVD88 I.E. = 295.19
p CITY OF RENTON CONTROL
o VISITED 4 -28 -2000 GARDaN OF gDBN MONUMENT 369 I IS-,,3090203
1 I.E.= 295.29 I
ELEV.= T OF FEET NAVD88
PER PLAT OF J.R. GATTEN ADD. 1 "i
DTON NO• VOL. 66, PG. 65 1
m NASyB� 182 3 30'� 3O' NORTH 1 \
A P 1 296
NILLM pD�TOO 1 I SCALE: 1 " = 20' 1 RS - But L- -'
I RECOMMENDED FOR APPROVAL
O.D• 301 L.T' t'�iZ 4=6E.L.D
OUND CONC. MON IN CASE GRAPHIC SCALE
BY
I„70D (ENCE 5
ON vNDr, uNE (BRASS CAP W /PUNCH)
30.01' 20 D 4o ,�SSOG.
671.52" NO'30'47 E NO'30'47 E -4 I I I a
C4Af4o' APB NE l Q 9wlk" 294 BY DA
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CITY OF REN'TON
gqV I ✓ BY DATE DEPARTMENT OF PUBLIC WORKS
w �� s STA 10+17.50 t.� 1 ��oF 'ASyF�
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o �' �� ENGINEERt
16 SEWER PLAN
"
SCALE: 1 " =60' 9 N. N 4734 Z JAEGER ENGINEERING JACQUES PLAT
�C7 9419 South 204th Place DESIGNED: �JJ DATE: 11 %OZ FILE NAME:
Kent, WA. 98031 DRAWN: DBA
NO'30'47 E 615.70' �IONAL Velop QO�v-
VNW o2 _ O Cow STA 8 +91.13 1 U *►7 `` Phone No. (253) t^ ^CC SCALE: 1"=20' FIELD BOOK: PAGE:
/r� EXPIRES: 3 -1 -04 I= No. (2M) 86HI55 CHECKED: p
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