HomeMy WebLinkAboutS-370301J NOTE
3 to
\� EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
" r # ;,i,E'" - HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
\ UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
INSIDE DROP PER " ,' - " = C0 ARE RSHOWN HEREON. M HE ENGINEER ASSUMES NO UTILITIES
,�.. - - , le..., _ r
STA.= +00 CITY STANDARD DWG. t t 'r -" - -� �,r r �' �`'° rte' o , RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
CENTER�OF SAC y; --'- - 7- - r, sar. �° ° NOT SHOWN IN THEIR PROPER LOCATION:
l #402.2 1 � \�.: f .. '� i......
..�'` / -V ?•� 32 +00 ' ° CALL BEFORE YOU DIG, 1- 800 -424 -5555
' 1 I SSMH 1 60 INSIDE DROP
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(� , I RIM -395.1 /, , .
-%' \ r IL 389.43, 8" N DROP) 1� =�
EXISTING SEWEIYS ; IE- 385.53 „8 "OUT)
J HOWN AS 8" .. / \ I t- f %� i t
MAIN ON CITY OF RENTON ` ''- - ., \ �L. '�` 7 �" 3W ..-
`AS- BUU -'fS, SYSTEM AS PER a - r. r 15
x� rt `i -- �- MIN. FF ELEV. -402.0 r 1 W `
M6INTANENCE DEPT. PROJECT #5903E, = A , E� / nr
8X20/2013; 8" CONCRETE PIPE `t ( MDSE, FF / =401.G I I; I I / MIN. FF ELEV. =404.0 'MIN. FF ELEV. =405.0 A"'
0 r / I ,t ,�\ 1 ,,.` q SSMH33, 4884 5.0' T. ° r °
CO !l , a \ r 1 !I I ( I RIM 40,7c98 rn o i,f
�, g _"` `� �-c \� r� = �....1E.- 396.09, 8" it °w °°
iCF '`1� II °'^ IE 395.99, 8 "OUT N II +a
1+ I f ) +
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OW
I» I 0+ ...�' w
1 "f't" / I I"I I -% co STA. 19 +16.70 5'RT. NE 7th ST.
\ , ' ,r� ,.; ^«k r'IMz; 01 �'� • • IE- . .50 _ -.� • • f "' �+
t1l i �r„ SSfyL RIM 4079
O
Z ; ti. rr`""' �Ft i�NOh`'i r` % `78 F 8 "SS(PVC) I I / 24 FS, 8" SS (P CT "0 %a_. ? nn ° IE= 399.53, 8" 0 T)
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1 _ E-399.63 8 °�IN)
\:. \ Q \� P PRO 1r r \� r I / -+ _ +... C P
STA. 33 +29.67 77.58'
1 _T a .
S SMH 2, 5 SHALLOW IE- 397.001 °o °
RIM- 400.50 R M 383,', IEi394.93, 8 IN) ' o
A . `
IE 394.83, 8 "MT�% I
M se-, -
`
s
r r o _ , a IE= 398.00
L FD1N.,F -4030 �I n I I (n NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
�� of I MIN. FF ELEV.= 404.01 MIN. FF ELEV. =406.0 MIN. FF ELEV. =407.0 I CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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INSTALL SIDE ! 4 I I MIN. FF ELEV. =40fi. 2E ^• i
{I 4 1E
rr ;r SEWER
I P
.ER
STD. DWG. r +10 MIN. FF ELE. =410.0 l 0 I MIN. FF ELEVj-.
TT_YP_ IC-_ AL)- E= 400.0 a I
. / 1 +20 • Iy,3 f • t �°n r
E= 399.00
I GRAPHIC SCALE
" MIN. FF E = ��..% - ...-�' '-w F'�I -' < STA. 20 +83.60 5'RT. NE 7th ST. 0 15 30 60
NOTE: ALL TRENCH RESTORATION SHALL BE PER'fpURRENT I° LEV. -405.0 75'' SSMH 6, 48
I \/
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL .r' I k�� • • '' I I RIM 415.80
-'_ - = 1 inch = 30 feet
-" IE 408 )
-_
y - - -
I 408.80, 8 OUT
90 8 IN
„ q6j _
_ RECIPMMFNDFD FOR APPR V
... .._ _. 1'+ �� Date
STANDARD 48" SANITARY SHALLOW SANITARY SEWER g" cnP = g
SEWER MANHOLES PER MANHOLES PER STANDARD STA. 34 +81.84 :22 .2' RT. „ an i RGrM c °t'0 "0'1 By. RSL -A&2nt Date' It r��
STANDARD PLAN #400.1 PLAN #400.2 SSMH 5, 48 r 8 ,;':L
!^ By,
Date.
RIM = 407.00
IE= 400.10, 8° IN) - r�
IE= 400.00, 8'(OUT) ALL.S`ANITARY SIDE SEWER STUBS SHALL BE PVC PLACED By Date-
AT'MINIMUM SLOPE= 2.00%, TYPICAL.
wo
? O N N
O W K L s
n
.....405...w........... v? z w
o ...................................................... ............................... ...............: ............................... ........ ..... 415....... ........... ........... ........... ........... ............ ........... z 415
IIa _...... _....__ _ ...._..... _ .. w... a _ _ ........ . ........... Iw..........:
-
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z O5
.......:.... . ....................... ......:............... <. ;mac. „u �.zc.. ..._.... ........... ._........ ........ ...._...... .... Icwi '410 -'r,- cwi
w .......... ..... _r ..... �i3 .. ..;.. ..:.. ..... c.. _ _ ........ _ .......... ........... _ ........... ........... ;1..- " 41.0 i
:Z .^r, CS =1.40% .. _ ....... ........... . ._........ ....... _.. _ ..__..... _ ...... ....... ., ..,.�F;t�. ........,_ ........... _ ......... ........ .
246LF., g„
.1.
400.
SS (PVO)
. _ .. 395 F Oi p5= o z
72LF., g „SS P _ _ 3 54%
.... ............. ............................... 3... ... 47.%..............;...............:...............;...............;.............. ..:............................ ........... ............:..x, 395_ _ 405.........:..... PV w 405
®5,5g ®S 1 °z _.... _.. _ 246�F ~6v55.(. .. . ........... . ..._...... _ ........... _. cam. to ..........
8 a _ _ m m°
00 ow
....390 ..........�....^ ��� xPoo 3 __ .. -_._ N t
.. ... � ...................:................ :. ^............:............... �............. ........... ........... ........... ........... ......... -Il.rn ..9 .0 _ ww 400
INSIDE DROP PER ¢ x .... _ n. .. _ ... _._.._ 4 %...... 0 ......... _ ..... . ...... _.. .........v �__.... 00:
0. 400 _ >.
PVC : CITY STANDARD DWG. N - w w `1�67LF. 8 "55 PVC ®5 =2'3 C Zo COUPLING #402.2 . ' ' : S 1 0 00 co oci
385 0 X12' 51011 ki Noomm Moom ao oo
.. ..........:..............:...v. .. .......................:....... maw...............'. ,+<o�n .......... 385 395 :�o�...,
L`• " rn'rn mm .............:.... .;................ I...............:.............. .:..............._............. ........... .......... ........ ........... ........... ........... ........... ........... ...... 395'
x tt »m x Il nn - - .._ :.. oo.o.. __ ..... ........... .... _. _.. _ .. _........ _ _. _...._ _ ........... .... _..... _ ... _......
ti'j RIM =95.1 yell ll: NM1111 O�SSMH3
rn FEW 6i v>a'ww C) C3
IE= 389.43, 8" IN -DROP) RIM= 402.96: := II as
0+00 IE= 385.53, 8 "(OU77 1 +00
:IE= 396.09, 8" IN)
2+00:: IE= 395.99, 6 "(OUT) w w
.... 3+ 00 ...........:.......... .....................:..4...... ...:..............: ...33 50.:...............: 34+ 00............... ......:...............:......35 00....... .........:...............:..... ... 36{-, 00...........:...............:............ ...:37 +00......_...............
.. ..............:... ...
OFFE ENGINEERS vy L of
IN � � � •�� sic SCALE °% c. _ CITY OF NE 7TH SHORT PLATS 06/20/2013 % q�,•• P1F' 'troy ~A SURVEYED xo�u:�x oiaar iwi �
13932 SOL7THEAST 159TH PLACE
RENTON,WASHINGTON98058 MD.L. OFFE, P.E. Jt RENTON DONOGH HOMES/ ENDURE INVESTMENTS, LLC � °
•o: 2�W D.L OFFE, P.E.
SEWER PLAN /PROFILE
PHONE: 425- 260 -3412 Po :90 0.: °"°"E "" I DATUM
FF :� °°�" . *1 ME I Planning /Building /Public Works Dept. 3513 / 3517 & 3603 NE 7th STREET
CONTACT: DARRELL OFFS, P.E. S`SIOryq�• E�
10/4/2013 NO. REVISION BY DATE APPR 7 OF: 14.
Cbi5 -7�70 1 1 SEWER