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PVI STA = 0+66
N +�
O � PVI ELEV = 439.56
A.D. = -0.99
T U K = 100.80
SSMH No. 1 - TYPE 1 4 _
-0+06.8, -0.:
RIM EL.= 441.I
w I.E.(IN)= 429.1
Q I.E.(OUT)= 429.'
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SE 1 /4, SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
PVI STA = 1+66
PVI ELEV = 435.57
A.D. = 2.00
K = 50.10
PROP. RADE
00
0)
N
O
w
-
r
0
00
C6
C
4
r7
�
r7
M
r7
0+00
1 +00
SE 140TH ST.
r 1' = 3' VERT.
S� ALE: 1 , = 30'--ORIZ.
2+00
N OTE:
FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE SANITARY SEWER MAIN.
TRA SHALLOW MH
8, 1.0'L
54.12
.28
31.18
me]
2" PRESSURE LINE
TO LOT 5
" PRESSURE LINE
0 LOT 4
430
DATUM! ELEV
420.00
3+00
440 0
U-) r
O
+
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j 0
m >
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a
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TO SSMH No.
MAX. PIPE [
SHALL BE 1 /2 OF MANUF
430 COMMENDED I
CIA
F.O
O,p
SSMH No. 2 - EXTRA SHALLOW MH
STA. 3+47.8, 13.7'R
RIM EL.= 434.00
I.E.(IN)= 431.28
I.E.(OUT)= 431.18
420
AS -BUILT SET
100.00' VC
oo
H.P. ELEV = 433.82
440
H.P. STA = 3+26.50
1
PVI STA = 3+55
J
PVI ELEV = 434.25
o
N
z W
A.D. _ -5.12
C
F-
K = 19.55
"t+
-
Enn r
ELI
w
�Q
H-
w
Z Cn
6" SSS AND
TO LOT 4
2" PRESSURE LINE
a r
\
EX. GRADE
L� 0
PROP. GRADE
2" PRESSURE LINE
o w
TO LOT 5
CTION
\4'
RER'S
CTION
6" SSS
02 o
430
STA:3+37.9, -3.7- RT.
1-8" CROSS (FL)
2-8" G.V.'s (FLxMJ)
2•-8" BLIND FLANGE
8.-/
W/CONC. BLOCKING 1LF
D.I. CL 52
12"
CPEp STORM
MAX. PIPE DEFLECTION J
SHALL BE 1 /2 OF MANUFACTURER'S
RECOMMENDED DEFLECTION
PROP. GRADE
I
DO
i
I
n
r^
CV
O
HAMMERHEAD
SCALE: 1' = 3' VERT.
1 = 30' HORIZ.
UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES.
ACTUAL LOCATION MAY VARY.
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT
COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING
CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS
DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS
DATE: ---d'f` q !-� I^
S=384607
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
420
DATUM! ELEV
415.00
LO
r
CO
N
I<t I
i • ----- EX. SEWER MAN
PROPOM LINE
...�.......�...�.......«...�...�
-„-SPOOL (LENGTH AS NEEDED)z
Ir SEVIER STUBE:rs l 3 FUTURE 4` SIDE SEWER
g `- rx 4'" STUD. MARKING POST PAINTED
SEWER MAIN TEE X B"' TEE (,
jjj 6' CAP WHITE WITH THE WORD 'SEWER' STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WERE
I
a WRAPPED AROUND THE STUD AND
. EXTENDED TO THE TOP OF THE STUD.
I a I
couPuNG (TYP.)
i
' G'X6`%6' SURFACE CLEANOUT WITH CAST IF40N RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367W2 OR
APPROVED EQUAL. SPECIFY "SEWER' ON LOX
I (SEE STD. PLAN 403.I FOR INSTALLATION)
(
I
K r
----------------------------s
EAGLE THREADED CLEAN -'CUT ADAPTER "rHUB
SEND AS N:PLUG (OR APPROVED EQUAL)
REQUIRED
�EXISTING SANITARY
SE4YER IdANN NIN...OPE :��
,.-2.0%
V
FUTURE 4' SIDE SEWER
6- SEWER STUB �6"X61X6" WYE �FUTURE b'x 4" REDUCER
SR MAIN SIZE x a" TEE
ACCEPINNE FROCEMIRES EQS SDIF SUQ_CONNECTKNNS TO EXISs'Ih9 9aWUM
A. LATRIF ED CLAY MAIN - CUT IN A NEW PVC 'TEE USING 'STRONG -BACK` FLEXIBLE COUPLINGS (FERNICO OR APPROVED EQUAL):
B. CONCRETE MAIN - CUT IN A NEW PVC 'TE" USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & CSOO PVC MAIN •- CUT IN NEW TEE USING RIGID COUPLINGS OR CORE-ORILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)..
D: DUCTILE IRON MAIN - CORE -DRILLED WITH A RQAIAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL, CONNECTIONS TO MANHOLES SHALL BE AT (MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
Z5000 PSI AI7f �' .r
CON�IENiG , �QCyc
r � /� 2_ „►iC¢
I
&„ T. HORIZONTAL
TEE
/{
6^ wc SEWER MAIN 4 SEWER AGAIN
r. wrnESFZ,rttwG ANGLE TYPICAL W�
ICE
STANDARD SIDE SEWER STD. PLAN -406.1
�uauc woRxs INSTALLATION
DEPARTMENTINSTALLATION
MAIN TO PROPERTY LINE)
RECESSED
Not to Scale
LIFT PACKET
FRAME
FZ:3 0
3/4" LETTERING "SEWER",-0,.
DIAMETER 2'-0"
r
SEWER
(2) BOLT SOC. (ALLEN HEAD)
� I
5/8" - 11 X 1.5 STAINLESS
STEEL
REF. PART #00981.177
EJ
1-3 f1{"
l
10-1/zn
8" CLASS "B"
SAND OR
ASPHALT
EXPANDABLE
FOAM
1/4-�12-1/2=�
� 1"
2-1/4'
BOLT DETAIL
45' (1/8) BEND �
I4 I
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
) BEND
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3698 (PRODUCT NO. OD369803) OR APPROVED EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
Z IN UNIMPROVED AREAS, POUR A 1'-O" THICK, 2'-0" SQUARE
CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER.
PUBLICWORKS I °i OR 6" CLEA `BOUT
DEPARTMENT � FOR SANITARY SEWER MAID
STD. PLM - 4ni
m
RECOMMENDED
FOR APPROVAL
BY
BY
BY
DALEY-MORROW-POBLETE, INC.
A p��
726
AUBURN,
RN,
AUBURN WAY N.
WASHINGTON 98002
0Syi41
PHONE: 253-333-2200,
FAX: 253-333-2206
�8352 Oo';
E� ��`'
a D
ENGINEERING - SURVEYING
S T
LAND PLANNING
DNA L
incorporated
STAMP NOT VALID UNLESS SIGNED & DATED
' SURVEYED: SCALE: UAI L:
N/A VERTICAL: NAVD 1988 _ APR
AS SHOWN HORIZONTAL: NAD 1983/1991 ,� IS PLACE
E PRI OK28, 201
DESIGNED: `' CITY OF
DRAWN: � �- R E N TO N M I N DY PAGE.
ASP 7 DRAWING NO:
ONE INCH I DATUM I
1 RECORD DRAWING (AS-BUILTS) 09/29/ 17 ASP CHECKED.,
Planning/Building/Public Works Dept. SEWER P FILES AND DETAK .S
AT FULL SCALE
IF NOT ONE INCH 218OCONSTAS
NO. REVISION BY DATE APPR APPROVED: ASP SCALE ACCORDINGLY U15000278 SHEET: OF:
2 3
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