HomeMy WebLinkAboutWTR2703444.520
0+00
(EXISTING 12" WTR LINE
AT ASSUMED 48" COVER)
CONNECT TO
12"WTR MAIN
STA= 0+00
20
NEW CO RC
RIM= 23.15
STA= 0+69
EXIST. STM NEW FH N`'/
CROSSING STA= 0+43
STA. C
IE= 21.41
45 LF 10"
CL52 WTR LINE
N
N
0+00
N
El
OSTA. 0+61.97
SANITARY
D
QSTA. 0+65 N
SANITARY c:
N
1+00
THE STATIONS, LINEAL FEET,
> ELEVATIONS AND SLOPES HAVE ALL
BEEN REVISED. THE OIL/WATER
SEPARATOR AND ASSOCIATED PIPING
WAS NOT INSTALLED.
A
IE= 16.85 E 01 /W TE S ER TO J NEW CO FLI
RI 4:5 ( AT H IS IN RIM= 24.65
8�� WL S A= 1 + 6. 9. L STA= 1 +54
IE= 21.00 IE= 17.94
(IE NOT
EXIST. GRID VERIFIED) 53 LFQK
OVER SAN LINE 4" PVC 3034
S= 2%
EXIST. MH I I
RIM= 21.60
STA= I
IE= 12.00
I I
I I -
VC
034
P
B PJG �o�l 41 LF 44 L 56 2.32% ❑M
6„ pVC 3034 i
S= �a
❑D NEW CO
0 F RIM= 2 .48
• -CONNECT TO rA� 4" PV 334 STA= 10
1 1 3
EXISTING ' ATERAL - 29 %
STA= 0+ 3 -
CONTINUE AT
DG LINE & GRADE
N TYPE 'D' BACKFILL" -
RIGID PIPE BEDDING
(NOT --VERIFIED
1+00
THE STATIONS AND LINEAL FEET HAVE BEEN
REVISED PERP
6
THE WATER LINE DEPTH HAS NOT BEEN VERIFIED
EXIST. GRID
OVER WTR LINE
O
424LF 8" CL52 DIP WTR LINE
i
EXIST. STM
CROSSING
STA. 1 +50.89
IE= 20.89
TYPE 'B' BACKFILL -
RIGID PIPE BEDDING
o (NOT VERIFIED) - o
NI "
N
2+00
SCALE FOR EACH PROFILE
HORZ.- 1 "=30'
VERT.- 1 "=5'
IE= 18.85
EXIST. STM
CROSSING -
STA. 1 +30
IIE= 18.85
BLDG. CONNECTION HD
STA= 1+81
IE= 19.58 (NOT VERIFIED)
DRAWINGS OF RECORD
T.
y� of WASR�?�, THESE DRAWINGS OF RECORD WERE COMPILED FROM SURVEY DATA,
DATA COLLECTION BY OTHERS, AND PERIODIC OBSERVATION DURING
co , x CONSTRUCTION. IT IS SUGGESTED THAT THESE PLANS BE USED IN
CONJUNCTION WITH FIELD VERIFICATION OF LOCATION AND
1 ELEVATIONS OF IMPROVEMENTS IN QUESTION. THESE PLANS ARE AN
42966 ACCURATE RECORD OF PUBIC IMPROVEMENTS TO THE BEST OF MY
SIGNAL'S INFORMATION, KNOWLEDGE, AND BELIEF.
0000, t-
SIG ATURE� Lo
DATE
BL G. 0 E7,71
K
S A= 1 + 0:1 0. 4L21
=1 .0
27 LF 6" PVC 3034 �H
S= 2.70% (NOT VERIFIED)
20
N
N
0+00
EXIST. CB 1Q EXIST. GRID
RIM= 22.68 OVER STM LINE
STA = o+nn�_
IE= -
122 LF'12" CSP
S= 10.24%
EXIST. CBQQ
[RIM= 23.31
STA= 0+00
IE= 21.31
DO
N
EXIST. GIRD
OVER STM LINE
M"Affili, I Awlems,
mm
NEW STM Q
CROSSING
STA. 3+88
IE= 20.27
Q79 LF 4"
CL52 DIP
FIRE LINE
O O c0 Ln
N N N N N
3+00 4+00 5+00
THE STATIONS, LINEAL FEET,
ELEVATIONS AND SLOPES
HAVE ALL BEEN REVISED PERA6
TYPE
1
B 0
RIM=
24
34
STA=
1422
109 LF 12" CSP
S= 0.51 %
4" FIRE LINE & 2" DOMESTIC WL
DEFLECT UNDER STORM MIN. 6" SKIN
TO SKIN SEPARATI N
TYPE 'D' BACKFILL.
FLEXIBLE PIPE BEDD NC
(NOT VERIFIED)
N N
EXIST. CB
RIM= 21.74
STA= 04-81.5
IE= 17.74
f00 N
N rn
N N N
0+00 1+00
rD
C4.1 (NEW SECTION l A
2+00
TYPE 1 CBQ
RIM= 24.36
STA= 2+31
4
LF 12" CSP
S= 0.24%
EXIST.
XIST. 12" WL
6" FH WL
Ln
4
N N
3+00
E�IST.
CB Q
RIM=
23.31
STA=
3+14
THIS SECTION OF PIPE WAS
INSTALLED DESPITE REVISION NO.
A,) T
4's INSTRUCTIONS TO DELETE.
THIS SECTION OF PIPE WAS DELETED
DESPITE REVISION NO. 4'S INSTRUCTIONS A6
TO INSTALL.
L0 a>i
Lo (`no Z
chi U)
Lq cn M co 'm
c
mM : cu
off- :a
cj�OC,4 -E
CV 2
O CV
a)C,)U O
ti
HOC :W c
C:) CID o - °)
:'j U
NEW STM 02 � J Q ; v Q
CROSSING
STA. 5+19
IE= 20.48
w E
c�
a
0
U
a�
U
co
m
0
Raw C
TIE-IN TO BLDC- ff
w
4" FIRE LINE
STA. 5+48 i
BACKFILL MATERIAL
(SEE NOTE 5) -
CONCRETE CLASS C
(SEE NOTE 8) -
FOUNDATION LEVEL
BACKFILL MATERIAL
(SEE NOTE 5) -
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6) -
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDATION LEVEL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
W 344405
W (SEE NOTE 4) ,- LIMITS OF PIPE ZONE
1 (CLASS A DESIGN)
rW (SEE NOTE 4) � LIMITS OF PIPE ZONE
B
A
(CLASS B, C. D, DESIGN)
BEDDING FOR RIGID PIPE
6;;;df
LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" irl THE SANITARY
SEWERS SECTION OF THE STANDARD SPECIRCTATIONS FOR TRENCH WIDTH
"W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL
TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE
WIDTH SHALL BE 1-1/2 I.D. + 18".
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES'
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS,
EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE
DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL.
8. SEE "BEDDING MATERIAL FOR RIGID PIPE' IN THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
S. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
'able
B. Added note 6
/Is1ON
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASSID
CLASS F
A
6" MIN,
1/4 I.D.
12" MAX.
6" MIN,
6" MIN.
ZERO
6" MIN.
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D.
C
3/4 O.D.
1/2 O.D.
1/5 D.D.
PIPE BEDDING FOR SANITARY SEWER
Y
ADOPTED
CITY OF RENTON
J
STANDARD PLANS
K1B
DT
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[2T DATE:01/05
PFR'DI
D'-NG. NAME:
8077 SP P;`,GE: B077
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C4. I I
P,JJFCT NUMBER 09827
DWG FILE: P09827-UT-PROF