HomeMy WebLinkAboutS-203806Li
330 'a 330
1 �
EXIST. PVP.1'T-
325 - _ ---1 -- _ 325
1 EXIST. PVM'T.\
320 \ 320
EXIST. GROUND ' ` RE 0'JE)
(
315 - -- -_ =- - - - -- - 315
I
643'- 8" PVC
310 -," @A3-'p 310
_ _ _ .._ ..- - - - -- - -- - . - -- - - - --
' .. .
X54 8
_ 3_ 05 _ _ _ - Q 2
_- .. a
. -- - --
-
;
I
REMOVE EXI ST. SSMH & REPLACE
N V w /S. S. M.H. No. 11
� h
48" �
300 - -
- 9
2i6.4' - 8" DI (C 50 @�24 % RIM EL.= 325.23
_ -- 4 (EXIST.)
-
p t 0� I.E. CTR. CHANNEL = 320.74 EXIST. 300
.... .. . ... ....... ...._. ...- .- ....... . -.. - STA 2 +36-42 - -- -... h N - y 4 "(SE)- (EXIST.)... -..
STA. 0 +00 REMOVE EXIST. SSMH & REPLACE: 6°(w)- (REMOVE EXIST.)
REMOVE EXIST. SSMH &REPLACE . /S_S -M -N. No. 72 - 48"
w S- S-M -H. No. 13 - 48" RIM EL =316JS 1 -E. 8 "(N)=
/ "W -T.
LE_ 6 (N)= 302.75 (Ex157_) E 8 ( ) vrCvEw)
295 RIM EL.= 317.27 _. -.. --- --- . _.___... ..- - -. --- ---- ------ - -- - - --_.. -------- - - -iE_ - 6-fS)= 302 -72 -- (REMOVE -- EXIST_)-------- - - -- 295
I.E. 6"(S)=3=55 (EXIST) .. - �C - 4yivw/ 3i/.53� - - - - -- - - -- ---- -- - -
E. 6'(N)=300,26 (REMOVE EXIST,) :-E- 6-(E) =30288 (REMOVE EXIST_)
1 E. 8 (lY)= OvT (EXIST.) I -E_ 6 -(E) =3/009 �0 - DROP (REMOVE EXIST_)
1- E.8 '(N)= iwl (,�;cw) I_E_ 8'(S)= ,s;ar6.,e V�)
lc• gc.sty ✓.v. = 1>'9.9z' T cc�.vut/I- 3ozG/
0 +00 1+00 2 +00 3 +00 4 +00
EASEMENTS IN LOTS
Z In N
J �
33' 0- >
- -- - - - - -- �o - 33- ' - -------- - ¢>
a a
. o
3 Q o -- -- - - -- - - - - -- - -- -- - - -- - - - -- - -- - -
3. a 3: EXIST. GROUND AS-BUILT C ER T I
F1C/TL
Q
=
F It m - - - I HEREBY CER17Fv T rNE FOLLOWNG CHECKED REM.
325 //
EXIST . PvM'T 5' in:'3' 15' __- ___� -�_ -- ---- - - - - -- - �-.. -- - -- - -- - - - -- 325 PEPIMRIHIED B S'LA. �,.NC U`LINDERR AIYDRECTTON..
.. -. _. -....- __.f --- -- - - -- - -- -- ----- -- -- - ---- - -- ---N - .....-............ .- . ..... . -- - -- --- - ----------- - ----- ---- ------------ - ------ - ---- ----- - - --- - -- --- - - -- - -- -- v ._.._ ---... -. - _ -..- -- - - - -- - - -- - .._.. -.__. _._... ------- - - - - -- lSIM DRNNWIE SANRARY SEINER w,,ATER SYSTEM
- - - -- _ VA
!d HORL LOCAT'JH RHORL LOCATON L" 'm LOOATON `
�- ANODE CARL , B VERF LOCATION VERL LOCATOR ❑ vW LOCAnON
ti 2uG - ' i. W ODTHER
320
a 0 - vy 320
DATE
DATUM_ U_S -C_& G_S- TOHtN
OQ WASp�
... ..... ..... ..... .. ...... .. . .. .. .... .. .. .. - -- -- _ - -_ -_- PVC @_ O._s. 7_ % - -- .- _ _ - - -. -- __ -- -- -- - -- -- 3-- -1- 5 - - - -
BENCHMARK: c OF REN
TON B- No. 60 315 15MIN- 8-
SE - - _ - - _ -_ - - - - - - -- - CHISELED SQUARE A T s A CK 0. W ALK INTERSECTION,
PARA RON N_14 CORNER SOUTH 7th ST. &HIGH AVE. S.
12° D-1- 09' 6 PVC ® 2.66% ELEVATION
+�-
= 357 -87
STA- 6 +43.04 W o e
_ g4.3'- 8" PVC ®�3S% ! PVC @G7Z� S- S -M_H_ No. 8 - 487 ti � 4%
Law
8" PVC SAN. SEWER 310 i RIM EL Z ?/ a F 310
- - -�-
STA. 4 +56 -24 STA 5-"x32 i4 -- - -.- I E_ 8'(NW) =c//T
er -.ti;:
FILL WITH SAND U •-
S S M_H No- 10 - 48" S S M -H. No. 9 - 48" /c �� - 3/C
RIM EL=323 -91 RIM EL=3Z5' o9 L
I.E. 8 "(NE)= tn7 I.E- 8 °(::E)= /.V /E. �c' CN9N�/. c 3/3.23
c
i
IA I I I I I Al 1 I I Al I 1A I A I I T I Al 1 1A I i i 1A 1 I I i I A)
I.E. 8 (S)=our I.E- 8 (SW) =ouT
A 1 A
!c.¢Lf./.9.U�t% =3 /Z. (o7 NOTE=
NOT TO SCALE
75' D.I. (CLASS 53 RESTRAINED JOINT) CASING FROM SSMH 9
TO SSMH 10 WITH CONCRETE PLUG AT EACH END. TRENCH NOT
TO EXCEED 3G" IN WIDTH. SHORING PALL BE REQUIRED AT WATER
PIPE CROSSINGS. I -5' MIN. VERTICAL SEPERATION. USE PEA GRAVEL
_
4 +00
OR CDF BACKFILL.
5 +00 6 +00
7 +00
CITY OF RFNTON
GRANT AVE. S.
SEATTLE PIPELINE R/W (BEACON AVE. S.)-
D ES
'T. -LOT 12
DEPARTMENT OF PUBLIC WORKS
SAN.SEW.(OFF- SITE) -PROFILE
RECOMMENDED
RECOMMENDED
_
RIVER RIDGE
FOR APPROVAL
FOR APPROVAL
BY
4f, 258 `�
JSJ�WA`
3
DAL LC �Z9�j'�Z
DESIGNED: MD DATE- 6/13/91 FILE NAME $9041
DGL
BY e �-E-4c
<O I2iS I ll�l9e I
E�G�
2 PER REVIEW 11/8/91
I KK MLD 11/19/91
DRAWN:
=20' HORZ.
SCALE: R.. BOOK PIG@
MD 5'
P�reN AF -V /FYV
NgStEyyyTER ENC/NEEIZ
.A
�� v`
1 PER REVIEW 9/27/91
ASP MLD 10/3/91
cHEcKED = VERT.
A ,038
NO- REVISION
BY APPR DATE
APPROVED: SHEET: 13
c
i
IA I I I I I Al 1 I I Al I 1A I A I I T I Al 1 1A I i i 1A 1 I I i I A)