HomeMy WebLinkAboutS-290802NW 1/4, SECT 10, TWN 23 N, RNG 5 E, W.M.
I NOTE: 1
N00 ''7'32 °W v; NO RECORD OF SIDE SEWER EXISTS
I ',PCSFD ''„RE_ - - - c (THIS RESIDENCE. IF A SIDE SEWER
OJJ 104.86' CONNECTION EXISTS RECONNECT RESIDENCE
NCE
c 10 -, ro TO NEW SEWER EXTENSION EPP CITY Or
_ EX:S. 15 INGRESS EGRESS z
RENTON STANDARDS. COORDINATE f+NY
- �RF R01,v I EASEMENT, PROPOSED 15' SEWER SERVICE INTERUPTIONS OATH T1-E
TERL!NE T T v! SANITARY SEWER EASEMENT CITY OF RENTON AND RESIDENT_
5 J
I
� j x
! I
1 I
I
I EXIS 3 POR- _
/ I FIRE H.YDR^.ti
SIDE SEJdER INFORMATION
TL 'FIN FLR.
STATION
LEN.
SLOPE
iE OUT
I IE END
295
EX 415±
11+18.89
1 19 LF
2%
409.30
409.68
233
,MIN.413t
1 11 +77.61
19 LF
2%
409.60
409.98
118
'EX. 417±110+95.32
EX CB E 2
24 LF
2%
409.19
409.67
379
IEX. 418±111
+83.46
24 LF
2%
409.63
410.11
PRO '�StC SIC WER
" --- • -'.5'� I
I
II
Xi�1
NOTE: SIDE SEWER ELEVATIONS DEPEND ON THEIR
LOCA ?ION ALONG THE SEWER MAIN LINE. MAINTAIN
ti \Et ii'1N 'r F NAL
o° I I --1
I
HO 'SE
I 2% SIDE SEWER SLOPE FROM SEWER MAIN LINE.
_
T P _- r, .I FD
t CL ' I EXIST
r�
414_
I
T
P i d P OP x_.10_-
- I LOUSE
�r -415±
1
I
R 1 NTFRSECTION EQUATION STATION !
EXIST 12 -! 11 STA '00 +00 UNION AVE NE = I I I l r
REMOVE XIST
EX CB E 2
r EXIST GRAVEL DRIVE
-EXIST US
CONC SD I STA 10 +00 9TH PLACE NE 14'C
`^
RIM G:6 34
EX SS!.'.H ;2 -8)
EX :S-
I
I WEST AUL 95 LF 8^
! ! EXIST OVERHEAD REMOVE EXIS
4 RESTORE :?H MIN
° -'
IL EXIS?
22+1' 93, 0.69 L
-OUSE
FF i 7T
of {f }I
0 X1.1 I
+
C
1/2° C� C OVER
2 -1/2" CSBC /
P 110
FX ST
P V 6 02
I I.J =407 78 N, 8 CONNECT
J
1 z
RIJ =4i7c2 P / ".74
I
DECK
C X'ST B007 OR COLLAR'
GUT =407 68 S, R (EXIST)
F=414.. 7, vN, 8" _=413-29, �', IJ
I
o I 1
-EXIST HEDGE PROPOSED 10' SANITARY
�
E 3 ? '2",
E
i� -D VERIFY IF)
2 48'
siA ,D +379 � ,E 9 H ,�
�
1
MATCH �I E i
� SEWER EASEMENT �
-
I
I
EXISTING WATER SERVICES EXISTING GRADE AT CENTERLINE
,-STA 20 +16.64 - 20 +21.20 /-OF SANITARY SEWER EASEMENT
IE =414± (IF APPROXIMATED) .
_
490802
I
.0
S'A 20 C 058 - (ES^MNT)
RiM= 7,58
-DF12
EXIST FENCE FENCE TO BE
STA 10 F01 LOWING gSANITAR
r
EXIST
MAILBOX,
I T
!E !N=408 .89 E, 8'
F-RESTORED -
CONSTRUCTION SEWER EASEMFNTi
XST 10' SS
-"P.
fPE 1
E X CB
.SEPXnI.A L ?
E' "- 7G C g"
EQUATION
' '"
i
=
EASEMENT j
N
I
,
+RIM 416 C9
! !E= 41347, Ss..
I L DRIVE
8
\ ERSEC iCN STA
-3� G2 9TH PL NE
I I
-I!__ - -
202 LF 8° PVC
f
0'0 .0
22= "0 t
S-_1 -„N'APY SEWER EASEMENT
p
I
-
-
1 -1/2" BRASS ��ISK N CASED C:JVCRETE
o
I-I PVC SS
a
l
104.82'
I f
. . . .410
OF NE 8-H CO,R- 'ND �N:ON AVE
NE
ELEV= 411.28
o a w E
202 L S= 0.005OFT /rT
wlm
EXIST 5' CON C
-
30'
a -
8 PVC
SiDENALK
w
I
o } SSM H� 1 TYPE 2 4B" NOTE: •
r
I
408 SSC
�- c o RIM-417.58 SEWER PIPE LENGTH I REMOVE EX 8" 89 E
=., R1M= 415.63 -
11 O
w I IE IN SHOWN IS FROM CENTER
'
EX SSMH, TYPE 2, 48"
_.._.__� am+'A
-
102.
59+0o i EXIST 44' ASPHALT
N00'25'03 °W
-
A, 1
CAUTION!
CAU-I IION!
101 +p0
i
.,O0 . z of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
°i
. . . . . EXIST BOOT OR COL ARNNECT.400 -:
IE OUT 40 68 S, 8' (EXIST) sx
CC .
/
o ,p IQ 40
o�
(FIELD VERIFY IE)
UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.
STATE LAW REQUIRES THAT CONTRACTOR CONTACT
EX! ST VERTICAL
�,RB L ti-_ GL R_ UNION
AVE
NE
ii
48 HOURS BEFORE STARTING ANY CONSTRUCTION.
IN FEET)
. . . . . .
. . . .
1 -800- 424 -5555
Horizontal: 1 inch = 20 ft.
20 +00 20 +40 20 +80 21 +20 21 +60
22 +00 22 +40
Vertical: 1 inch = 5 ft.
ROLL 173
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bm N
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II
1-
I
T
\._
R 1 NTFRSECTION EQUATION STATION !
EXIST 12 -! 11 STA '00 +00 UNION AVE NE = I I I l r
REMOVE XIST
EX CB E 2
-EXIST US
CONC SD I STA 10 +00 9TH PLACE NE 14'C
`^
RIM G:6 34
\
I WEST AUL 95 LF 8^
! ! EXIST OVERHEAD REMOVE EXIS
1 26 N 12•'
EXIST ROW -
F POWER LINES SCO 836
x'S. V R,i� AL `LINE. TYP. I I S ( )
E=4 i.1G 5 -2••
F .12.99 tits, 8,.
+
C
1. X Cg, yP� -,\, X B, T1P_ 2_
uRB AND GUTTER STA 21 +16.54, 0.58 L
_ FXIST UNDERGROUND
LGAS
NE. 8°
RIJ =4i7c2 P / ".74
EXIST 5' CONC 90W
MAIN LRGWC�.
7
F=414.. 7, vN, 8" _=413-29, �', IJ
SIDE IVA_ K TYP.
�
E 3 ? '2",
430 _ _ _
_ :430
EXISTING WATER SERVICES EXISTING GRADE AT CENTERLINE
,-STA 20 +16.64 - 20 +21.20 /-OF SANITARY SEWER EASEMENT
IE =414± (IF APPROXIMATED) .
_
490802
420; . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .420
.
i
RENTON
0'0 .0
CITY OF R N 011 BENCI'MARK NO 1848
Iw co REMOVE EXIST
- O Iz m
r8"
95 LT
-
-
1 -1/2" BRASS ��ISK N CASED C:JVCRETE
I-I PVC SS
a
MONUMENT P.• 'HE !;ONSTRU T--D .NTERStC
TOE ^,
a ^r. < r . . . . . . . . . . . . . . . . .
N �'
. . . .410
OF NE 8-H CO,R- 'ND �N:ON AVE
NE
ELEV= 411.28
o a w E
202 L S= 0.005OFT /rT
wlm
-
a -
8 PVC
w
o } SSM H� 1 TYPE 2 4B" NOTE: •
®� T)c
408 SSC
�- c o RIM-417.58 SEWER PIPE LENGTH I REMOVE EX 8" 89 E
=., R1M= 415.63 -
11 O
w I IE IN SHOWN IS FROM CENTER
'
EX SSMH, TYPE 2, 48"
_.._.__� am+'A
-
cn 21< IF OUT= 408.79 S,. 8" OF MANHOLE TO CENTER �' -409.1
Q I~ -
cnJ� OF MANHOLE.
RIM 416 02
-
A, 1
CAUTION!
CAU-I IION!
GRAPHIC. SG ALE
.,O0 . z of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
°i
. . . . . EXIST BOOT OR COL ARNNECT.400 -:
IE OUT 40 68 S, 8' (EXIST) sx
UNDERGROUND UTILITIES EXIST IN THE AREA AND
o ,p IQ 40
o�
(FIELD VERIFY IE)
UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.
STATE LAW REQUIRES THAT CONTRACTOR CONTACT
THE ONE -CALL UTILITY" LOCATE SERVICE AT LEAST
ii
48 HOURS BEFORE STARTING ANY CONSTRUCTION.
IN FEET)
. . . . . .
. . . .
1 -800- 424 -5555
Horizontal: 1 inch = 20 ft.
20 +00 20 +40 20 +80 21 +20 21 +60
22 +00 22 +40
Vertical: 1 inch = 5 ft.
SANITARY SEWER EA T PROFILE
PROJECT ADDRESS: 9xx UNION AVE NE
RENTON PERMIT # U010134.
DUNCANSON COMPANY. INC
1 r-, DACE
J ~ 1 �PL
1 REVISIONS
REVD
Y asc
� II�� II ii�� � \\ 99 ff�� ppp AA p/� FF�� FF-�� I� � � I� p II��
S %\\ 11 \\p I 11 /,'\\ �R T SEWER \\del/ E Ike In\ //p �\\ � II�II I�
t1FF III Ia p ,,�� II�a p
II E 11\\11 S � O 11\\11
MARK
NATURE
MADE
OF
I CI, 'II E, p 6 Sun ) ' 6 1 Pik., 9
e
7/48
3j/ '
DRAWN: AD DATE: 2/13/0-1 CHK'D: NMD
- - --
Seattle TVa ht ton 98166
P/ '06.244.4141
•
RRNTO.N�, WA 9B0 59 �
29647
=�'�
UNION AVE NE AND NE °9TI--@ PLACE
I
DCI PROJECT NO: 01795
T a, 106 '44.4441
A�sN
r
SEWER PLAN AND PROFILE
•�C2.1 oF6
e
no work ao�e a ceaace win the Sty of aeem� Pius ore sve
effect on ine tlate sM1awn ebave, and supplemenletl by Spec'al P
(F k"IV.E,S b {
/� 2,7_ ��y] Ap
WWAO -z of
may,
�. 7 t "n -C n? cI`Amm- nu o 9' gnni
ROLL 173
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