HomeMy WebLinkAboutS-3804020
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GROUND AT
FOUNDATION OF
SPLIT LEVEL
HOUSE -BASEMENT 12'x7'
FLOOR 3' BELOW ARBOR VITAE
FF ELEV= 453.98 HEDGE
SSMH 12'x12' METAL ADR
RIM= 453.66 IE 6"PVC W= 452.84
IE 6" N= 445.26
IE 8" SE=�
445.36�'��
IE 8" W= 445.06 c AREA OF
RS RAISED BEDS
CB f
RIM= 453.41---s-----SD- WM
IE 8"PVC E= 451.61-- s CO CRETE
IE 12"ADS SE- 448.51 CONCRETE
FH �� \
IE 12"ADS NW= 448.61 UBP UBP
s
CONCRETE
PADS ---_---- - ,� �
\s
s
w_- w
VERTICAL _ s • A --
CONCRETE CURB
WITH 1' GUTTER
sa �
-SD---- SD \
TOP BRAM DISC, -
i
CONCRETE MON IN CASE
N = 169,018.52
E = 1,302,677.13 CONCRETE GV CONCRETE
ELEV = 453.06 NAVD 88 VERTICAL \\\\
CONCRETE CURB -- �R - - ---
s \
WITH 1' GUTTER R
CONSTRUCTION \ \
CB \
RIM= 453.22
IE 12"ADS NW= 448.12
IE 12"ADS SE= 448.12
IE 12"ADS W= 448.12 CB
RIM= 454.44
E 12"ADS NW= 449.44
IE 6"PVC SW= 450.14
4'x4' TIMBER
BORDER AT EAST
BRICK EDGE GRAVEL
EDGING
GARAGE #10720
FF ELEV= 457.84
LAWN
n _
0
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PL � O
rT1
2 -MB m
?8C(.11*NECT EXISTIJV0,03CDE
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INSTALL SIDE SEWER STUB
PER STD. PLAN 406.1
LOCATION APPROXIMATE
MA Y BE REVISED /N FIELD
GARAGE #10724
2'x1' BOXWOOD
FF ELEV= 460.66
HEDGE
- CONCRETE
BLOCK WALL
LAWN O
� WM �
�®
M B
IF
'WEIR (SEE CONSTRUCT/- "' """WLIN = - - • ' -
FL
ATE$ ON SHT 3) coN c E TE
BLOCK WALL
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- �--w
1
i
GARAGE #10738
FF ELEV= 463.38 5' WOOD 7'x7' LAUREL
GARAGE #10730 FENCE HEDGE 1
FF ELEV= 463.14 RR TIE TOP OF PUNCH IN PLUG
4'x4' TIMBER 4'x6' WOOD LINE OF 8 GARAGE #10744
BORDER AT WEST 4 WOOD OUTLINE OF CLUSTERS OF EF ELEV= 463.48 MIXED SHRUBS/ MON I CASE
FENCE 2" MAPLES SMALL TREE •1 N= 16,9,032.05
EDGE OF ROCK ROCK GARDEN
E 1,303,127.20
RR TIE AT EAST GRAVEL - MB 11= EL EV_
EAST EDGE OF EDGE - , LAWN CONIC
; 88
0 461.80 VD
GRAVEL _ J B
SAWN o - 1c, CONCRETE l
WM � Wf� 8"PM 'I
771
CONIC ` GRAVEL MB o WV 0
pMB
MB
FL
---- - (� W LI N E
a w
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W
MH #2
I
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5 � �- 00
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LOWLIINE _ ...
---w-- -w----
- -W -� GA ^U WMA
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� F L4LA IN Ems=- ... _- • • �
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+--W -
---- - w+ 2 -WV
� U P
CONCRE
- �6„SP O
In 0 (D�
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CID, � 0.6"x0.4'H
LAWN CONIC
CONIC WALL
r� STEPS
4'0x2'H ADS SMALL RHODY 0.5'x0.5' CO C
ROSE PLANTER HEDGE EDGING
HEDGE MAIN ENTRANCE 10'x4'
#1525 BASEMENT ARBORVITAE
FF ELEV= 459.50 #10725 ROCKERY
FF ELEV= 459.35
INSTALL SIDE SEWER STUB
PER STD. PLAN 406.1
LOCATION APPROXIMATE
MA Y BE REVISED IN FIELD
UP -
PWM LANDSCAPE
-1
TEMP
4'x4' TIMBER-/
BORDER AT WEST
EDGE OF GRAVEL 1
CONCRETE BLOCK
MAIN ENTRANCE 4'4' TIMBER PLANTER AROUND
VACANT LOT BORDERAT EAST
#10747 (UNDER TREES/SHRUBS
CONSTRUCTION) EDGEOF GRAVEL
FF ELEV= 466.41 MAIN ENTRANCE 1
FF ELEV= 466.14
I
I
WORK/NG HOURS:
PER SPECIAL PROVISIONS 1-08.0(2), THE NORMAL
WORK/NG HOURS FOR THIS CONTRACT SHALL BE
MONDA Y THRU FRIDA Y, 7:00 A. M. TO 4:00 P. M.
GRAVEL
SWM
UP GA
•QRS _
GRAVEL
...:.........;.......--;--.......;.....--•-;----.....;.......--;------•--;---------;-----------...;---------;..-------;--.......;.--------;---------------- -----;---------;---------;---------;--------
ALL EXISTING UTIL I T Y L OCA TIONS ARE APPROX/MATE
(SEE NOTE 2 OF "CONSTRUCTION NOTES" ON SHEET 3 ; ; ; w• ; ;
U W U W
Q
465 F-> F-> -465
.............................................................w.--...----....................................----....................-----------------.....................---................... cr ........ L �.........-------------..............................................................
F- W XW Xw
a Z Wcn Wcn
WQ - - - F-
� 3:_ - -
W W 0W Q W
Qvo W w ROAQWAY
w XTNG
460 x w ZU - .
:460
..............:.....•...:.................cn uj .................... ....... . ...... ............... ....--- --............----- ..................... ..'............... ..............................-------.......-----......
C-4 .. QO:f w �
Cp 00; ('� zW XW
Z Z Z _
: 1- �U�
~
; E_ > ; X W-
455 U' w w cn . MH #2 -455
----;----.....;.......--;---......;.........;. ...W v ... .............................;.........;....-----;---......;.........;........•;----...................... ..-•- ....................;.........;.........;......---;............................
N 169
51
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. E 11303 043.86 .
- VC 3,2% : INSTALL NEW 48" MH
325 �F OF 8 P : RIM= 463.331
450 JE 8" W = 456.00 - - 450 - -
....;-------..;.........;.........;.....---.;. ... 0;.........; ................................•---• ----.......;----.....;.........;.........;.........;.........;.........;.........;.........;.........;.........;-•.......;.........;.........;..................-;-------...........
MANHOLE#1 CONSTRUCT/ON SEQUENCE.- - - - - -
1) ; EXCAVATE TO LOCATE EX/ST/NG SANITARY
445 - ' AND STORM SEWERS AT PROPOSED - - -445 -
............................................... .................................................................................................................................................................................................................................................
64 LOCATION OF MANHOLE.
' - 2) : IF SUFFICIENT CLEARANCE EX/STS WITH - - - -
E :1, 302, 713.25 " ; STORM, INSTALL MANHOLE PER OPTION A
INSTALL NEW. 48 MH SEE MANHOLE #1 CONNECTION OPTIONS
- - -
RIM= 456.1 . (
....;....-----;-----....;.........;.........;........lE8"NW=445.531......;........................... DETAIL -SHLET3)...............................................................................................................................................................................
l 8" SE = 44��. 6331 ; 3) ; IF MANHOLE CAN NOT BE INSTALLED ON
lE 8" E =445.-6331 EX/STING SEWER, THEN LOCATE EX/ST/NG
SEE CONSTRUCTION = ; WATER AND GAS UTILITIES TO THE EAST
SEQUENCE NOTES : AND INSTALL MANHOLE #1 PER OPT/ON B
-•--;.........;.........;.........;.........;.---.....;.........;.........;.........;....-----;.........ATLOCATIQNTOBEAPPROVEDOY........;.........;.........;.........;.........;.........;.........;.........;.........;.........;.........;.........;......................................
OWNER.
4) : INSTALL REMAINING 8" PVC AS DESIGNED
oma
NO.
REVISION
1 " =20'
ONE INCH
AT FUM SCALE
F NOR ONE wxm
SCALE AOCORONGIY
VERrrA- NAVD 1988
HORIZONTAL: NAD 1983/1991
#DATU M
sa CITY OF APR 2011
RENTON SE 165th STREET
P,ann;n9,8u;,,;n9,Pub,;c Woks Dept. SANITARY SEWER EXTENSION °"`S_2
2 �3
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