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A PORTION of the N.E. 1/4,, SECTION 9, TOWNSHIP 23 N., RANGE 5 E., W.M.
a
50' "T. CURVE c
fW STIAC CMERUNE GWE
435
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PRIVATE ]ROAD - o
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434 - _ _ �.� _ .__._ ,._ _ _ _ _ _ -- _
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fi SH EL TON A VE. N E
433
_ _ P1Q OSED CEAITERLINE GRADE -
- _ 432
431 . _ - __ � _ � _ .___ _ _ -_... _ -- -_ _.....r -- - -'� _ - -- - _ _ - �� �!
_ ORM DRAW
-_ -_ 431
N STORM
430? - - -
- � N. SEaNER
I - iif-}' C900 PVC 8' - - 430
_ _EX. 8'
_ ,
__
429 SEWER - - ---- - - - -- . - -- -- -- - -- -`� --
-'
429
428 - - - _ _ Fl _ - - RD EL - -- - - --- _ -.- . - -- -- - -
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-_ .. sy ^� 427
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- - - -- - - - - - - --�. - - -- - -: 2
0-1.00 0 +40 1+00 1+40
6" TEE -R-T- 2 +00 ;
6" TEE RT. STA 1+84
6" TEE LT_
STA 41-96 .4- -1. 3 STA 2 +15.5
SAN. SEWER MAN HOLE #286 IE: 42� 3A IE: 4g9.04 6o TEE LT.
STA 0 +21, 5.7' RT. A-VT 41 - "� �'� r�� - *3a. o2 STA 2 +35 SHALLOW MAN HOLE #1 ,
TYPE A 48" DIA. IE_ met- 6" TEE RT. TYPE B - 54" DIA.
RIM. 432.37' � w` � � -+3c . I j 45ev -t 9
IE.- 428.77' (EX, N) �s IE: TA� RIM 43+.$- X435 -o5 s
IE -.�-�' (NEW. S) A � � 4 SEWER MAIN PROFILE *30-2* IE: 4� +2_,q. fa
(CONTRACTOR TO VERIFY ELEVATIONS
PRIOR TO CONST.RUCTIOrv) SCALE: HORIZ.: 1 " = 2C'
VERT.: 1 " = 22
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CONTROL DIAGIACM M
- 24 "x 6" FRAME AND LIP
PER DRAWING 6829.
1-- 611-1
NOTES:
1. STEPS TO BE 3/4" O /DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SAN. SEWER MAN HOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC- CONSEAL OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
SHALLOW SANITARY SEWER MAN HOLE
DATE I REVISION I BY PR TYPE B
ADOPTED
SHALLOW MAN HOLE 4. `z"` OF ''°�
8landard pla
DETAIL aa
� DATX:g�°/95
DWG. NAME: BR37 SP PAGE: B072
SEE SHEET 4 FOR
STANDARD SEWER NOTES
AND SPECIFICATIONS
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CITY OF REN TON LAND USE ACTION N0. L UA - 0 7 - 085 -SHPL -H
84" MAX
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GRAPHIC SCALE
20 0 10 20 40
cS,s /ONAL E�C,\� p2
1
EXPIRES: 3/l/2004
( IN FEET )
1 inch = 20' ft.
Elk 8, SML _4wwR Adw
S+w SEwER M4N #d%E x286
STA 0+21. 5. r RT.
M cam p/R 10 Ai -
lit: 432.32"
C•..
CMa Mom
AE- 428.7r (EX, N)
.
m
' o
N. 11426.3560
AVE. NE SHALL BE PER CURRENT CITY OF
3
2
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x
PRIOR TO CONSTRUCTION)
34 ev
NEW SEINER MAIN
STREET OVERLAY REQUIREMENTS.
C~ OF
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°. wE 10 4 5 MCE r
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CONTROL DIAGIACM M
- 24 "x 6" FRAME AND LIP
PER DRAWING 6829.
1-- 611-1
NOTES:
1. STEPS TO BE 3/4" O /DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SAN. SEWER MAN HOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC- CONSEAL OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
SHALLOW SANITARY SEWER MAN HOLE
DATE I REVISION I BY PR TYPE B
ADOPTED
SHALLOW MAN HOLE 4. `z"` OF ''°�
8landard pla
DETAIL aa
� DATX:g�°/95
DWG. NAME: BR37 SP PAGE: B072
SEE SHEET 4 FOR
STANDARD SEWER NOTES
AND SPECIFICATIONS
wvwr
CITY OF REN TON LAND USE ACTION N0. L UA - 0 7 - 085 -SHPL -H
84" MAX
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N
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i
GRAPHIC SCALE
20 0 10 20 40
cS,s /ONAL E�C,\� p2
1
EXPIRES: 3/l/2004
( IN FEET )
1 inch = 20' ft.
Elk 8, SML _4wwR Adw
S+w SEwER M4N #d%E x286
STA 0+21. 5. r RT.
YWT A, 48" Dik
lit: 432.32"
;
AE- 428.7r (EX, N)
.
AE • -• (Afw. S)429.4
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N. 11426.3560
AVE. NE SHALL BE PER CURRENT CITY OF
E_ 19058.5742
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R TO VIER" ELEVATIONS
x
PRIOR TO CONSTRUCTION)
1
NEW SEINER MAIN
STREET OVERLAY REQUIREMENTS.
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BY APpR. BATE
EXIST_ CURB INLET
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NOTE: TRENCH RESTORATION IN SHELTON
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AVE. NE SHALL BE PER CURRENT CITY OF
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RENTON TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS.
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,EXIST. 12 " CONC. STORAiI DRAIN
EXISTING HOUSE
FOOTPRINT
i 2845 Sq.ft.t ,,.74 i 1
(HOUSE TO REM4,Ir)
3
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qO T I
1 • TUB
- 6" TEE RT. P
STA 1-t 81
IE.
�- >a LOT 1
9812.56 Sq.ft.
-EDGE NEW ASPHLA
_ `X 1
50.23' =w 57.34' ;
0 20' PRIVATE -- -4-
9 --SIDE SEWER
o UTIL11Y ESMT
f
cN 70'-6" PVC 0 2.0% �
IE: 431.24 -
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,-- SIDE SEWER
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22' -6" PVC O 2.0% °
IE: 430.33 END PAVEMENT 0 i It
PROPERTY LINE x ! 9
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'ATE . ztS- - LOT 6
- 5962.05 ,ft. > !
rn M
i MIN. FFE: 434.5'
'LOT
x I
/ 5217.07 Sq.ft. !
MIN. FFE: 434.0'
�__ - - -- - EXISTING BARN X j
TO BE REMOVED ! i'
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74
222.6 L - X _ - x. - - - - - -- - -- - --
--
I 'PE. R I` I et...D :SU RvEE�f
RECOMMENDED FOR APPROVAL
BY. WE. _Z!Z/Ot�
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ENGINEER: 'S'CAMEO NOV
JAEGER ENGINEERING
9419 South 204th Place
Kent, WA. 98031
Phone No. (206) 850 -0934
Fax No. (253) 850 -0155
cal 03
to/2 03
APPLICANT:
JIM JA CQUES
2509 ABERDEEN A VE. NE
REN TON, WA. 98056
Phone: (425) 255-2362
CCITY OFF RENTON
DEPARTMENT OF PUBLIC WORKS
SANITARY SEWER PLAN
LANGH" SNORT PLAT
DESIGNED: JJJ DATE: 6/20/02 FILE NAME:
DRAWN: JJJ
CHECKED: SCALE. 1" 20' FIEW BOOK PAGE:
APPROVED: aRtcrm or PuDuc woks SHEET: 6 OF: 6
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