HomeMy WebLinkAboutWWP2703373.1A ORATION theS.E. , E TI N , TOWNSHIP 2 N., RANGE '3 E., W.M.
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SAN SEWER MH #4 (TYPE' A, 48") I �� �� r STA 2+43 (SEWER t
RIM: 426...3`(E: 8 PWC, t7 Z% SAN SEWER MH #3i. A, 48")
/ N RIM: 4121, • 4`b 1
PP 5�J1 °03'12"W 640.35' '" IE: 4t* -(8" PVC,I N & )
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FORESTBROOK TOWNHOMES
STA 0+00 (SEWER MAIN)
EXIST. SAN SEWER MAN HOLE
STD. MH, 48" DIA
RIM: 394.E .44-
IE: 38J-9 (EXIST. 8", SE) 3$4.7a
IE: �9-°1 (NEW 8", N) 38T•7f'
CONTRACTOR TO VERIFY ELEVATIONS
PRIOR TO CONSTRUCTION
RE -CHANNEL BOTTOM AS NECESSARY
EXISTING CB (TYPERIM: 398.41QIE. 395.04
6+i4 i i o4 00if i
NEW 8" WATER MAIN 5+00 - - � - - - i M FFE: ,
6+00 r` 41)80 15' PUBC SEER &o
5'_S1DEWAtK ---50'S5'STA 5+25 TA 5 1 �' PVC SDR
T 6" SEWER STUB 6" SEWER? STUB 5 SIDE SEWERIt
RACT S L- _C� MIN. 2% STA 3�y5 STA 3+2,7
@ MIN. 2% @ MrN. 2% STA 4+26 J 6" SEWER ;STUB J 6" SEWER STUB
IE: 419.7 , 1E' 419.0J 5'OPE (TYP) 6" SEWER STUBI @ MIN. 27' @ MIN, 2%
@ MIN. 2% \
IE: 409.5
IE: 414/6 IE: 413 4 >>
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---' _ -----� --- 5�'??q -- - 9' % EASEMENT
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STA 6+48. 35.2' RT REDMOND ,L
i STA 1+97.5 •(SEWER MAIN) REMOVE &
SAN SEWER M� #2 (TYPE A, 48") REBUILD EXIST.
RIM: 411' • 3 ROCKERY
IE: (8" PVC, E,W & S)
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PROFILE - REDMOND AVE. NE
SCALE: HOR/Z, 1 " = 20'
VER T- 1" = 5'
NOTE:
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ALL TRENCH RESTORATION SMALL BE PER
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20734
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S�OIVAL
EXPIRES: 3 1 2
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RECOMMENDED -'-GIP APPROVAL
BY.• _ _.._ DATE•
�r
BY.° - �iQ/�4 .,,�v,t , -SATE.
STA 6+38, 5' LT (REDMOND AVE)
RIM: 412.1- .418
IE: 4848 (8" PVC, N&W)
403.48
STA 6+48.5, 35.2' RT (REDMOND)
STA 1+97.5 SEWER MAIN
SAN SEWER MH #2 (TYPE A, 48")
RIM: 411.* .3S
IE: (8" PVC, E;W & S)
4 o Z . 55
425
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STA 1+04
MIN FFE: 6" SEWER STUB
o 408.0 @ MIN. 2%
IE: 398,9
@ __�l _ 100'
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@ MIN.
IE: 404� 5
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MIN FFE:
408.0
- 100' -
STA 0+98 (SEWER MAIN)
CLEAN OUT @ PROP -LINE
TOP: 44-0;5 (MATCH GRADE) 4(Z -5'5
IE: A�5 (8" PVC, E)
A-02-fo3
WCUT & REPAIR
EXIST. ASPHALT PER
CITY OF RENTON
Lo STDS. COORDINATE
Lo
_ W/ CONDO H.O.A.
J Ij B I(TYPE-1 U�
Ln J EXISTING CB )
( RIM: 399.81
IE: 393.55 (IN)
IE: 393.39 (OUT) OO
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m STA 0+80 SEWER MAIN
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SAN SEWER MH #1 JYPE A, 48") )o O
RIM: 492=:2 (MATCH EX. GRADE) 400.19
IE: 35 (8" PVC, N & SE) Z
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MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN,)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C-443
STEPS - 3/4" DEFORMED BAR NOTES:
S 337305
STEPS SHALL BE INCLUDED 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL,
CONCRETE RISER BY PIPE INC., 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
OR APPROVED EQUAL. ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
MAX. PIPE SIZE - 21" I.D. 6, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
LADDER -STD. ALUMINUM WITH A HIGH SOLIDS URETHANE COATING;
OR GALVANIZED STEEL WASSER MC-CONSEAL OR APPROVED EQUAL;
CONCRETE SHELF COLOR OF COATING SHALL BE WHITE.
7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
PRECAST BASE SECTION 8, CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
OR CAST IN SHELF. DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
SA 4MARY MAMOLE T)OCAL L AM
DETAIIr NO. BR28
400 NOT TO SCALE
+50 As- SL)►L-r
410
MORTAR
¢Zt FILLET
'-8'PVC
SEWER MAIN @
40561,
�t�'
8' PVC
SEWER MAIN
@ 5794%
5, 77%
20
BY.SATE• -
BY.• 'ATE.
1.
REVISED PER CITY REVIEW
JJJ
5-22-06
2.
REVISED PER CITY REVIEW
JJJ
2-22-07
3.
As - 13uiLri
JJ.S
NO.
REVISION
BY
APPR.
DATE
IDS- F V 1 Lx Rs,4 l 5I ply S
t �cE�� s�►Z�E`i 8`[ a • x S
JVP
C-9pr n�R titVu, la(0e
GRAPHIC SCALE �,! D (00009 LUA 0 - 06
0 10 20 40 80 ` _
IN DEPARTMENT 'EE'P } DEPARTMENT OF PUBLI WORKS
1 inch = 20' ft. ENGINEER: SEWERPLAN
r 'LAN
JA EGER EN GINEERIN G WEBBER SHORT PLAT
9419 Soutar 204th PloCe DESIGNED: JJJ T
Ken t, WA. 98031 DATE: 12/10/05 FILE NAME: _
DRAWN: JJJ
Phone No. (253) 850--0934 CHECKED: JJJ SCALE: 1"=20' FIELD BOOK: PAGE:
Fax No. (253) 850-0155 APPROVED: SHEET: 7 OF: 1
oiRecToR OF PUBLIC WORKS