HomeMy WebLinkAboutS-315217N
W)
M
c
N�
c
ry- W1
H a
cr.
d `-
� Ir�
� Q
n n 0
U J
Z Q
Y
W Q �
Oa M
2(Y- Z
Ln
�
Q W
O (D
Z Z
CL
Q)
�T o
/�1 Z (n
Q -Y a
0
U
W�
C
.-6
rho
c
�t'4'0 c
0
a
a
a
= 4
A C
.=i p
a
0
J
W ()
J
V
= .V( 2 p
Q fA W O
� p U
J u
Z D.
Z 4 O
W
ti
�C o N U o
W �
= W
V i W Y
I a
0 o U
4
rr
a
Q
W
r~
Q
0
O
V)
W
O
Z
A PORTION OF SE
1/4 OF SEC 3 , TWP 23 N, RGE
5 E, W.M., CITY OF
RENTON,
KING COUNTY,
WASHINGTON
q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
•
NOTE:
IN ACCORDANCE WITH ASTM C -443 CONCRETE.
in
10.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
SANITARY SEWER NOTES & SPECIFICATIONS
STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
4" CLEANOUT
a5' BEND AND
WYE WITH
PLUG.
- - -
PROPERTY LINE
CONCRETE RISER BY PIPE INC WASSER MC- CONSEAL OR APPROVED EQUAL;
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
W
W
Z
` OR EQUAL TO FIT
11.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
SIDE SEWER
°
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA-
1
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
_ __CONNECTION
NOT TO SCALE
_
J
-'
TIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EX-
6' -0"
26-3/8"
WSDOT /APWA STANDARDS AND SPECIFICATIONS.
I ° ''
I
-^"' FUTURE
4" PIPING
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO
6" BUILDING SEWER PIPE I
"'
BUILDING SEWER
-
PLAN
a
a
3.30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF
_ _ _ _
_ _ _ _ _
--
BUILDING DRAIN
00
°' I
�o I
a
PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
W
"x
r1"
FOR LOW HOUSE
HOUSE HOUSE
EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMP -
ORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTIN. A
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
�,� B S.S. SOC. HO. CAP SCREW (3 REO'D.)
112" TYP. /- NON-SKID PATTERN
2 4" STUD
SERVICE MARKER PAINT
UPPER
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY
`' �,Oo
O o
TEE WITH 6" SIDE OUTLET
PORTION WHITE ANS STENCIL ON
SIDE
OF RENTON CURRENT STANDARDS.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUN-
►-
WORDING "SEWER" WITH 3" HIGH
BLACK LETTERS.
13.
I
ICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERI-
I ,. W
AND #5 WIRE
WRAPPED AROUND
THE STUD AND
- 3
CAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STAN -
6 SIDE SEWER AND BUILDING SEWER
EXTENDED TO
THE TOP OF THE STUD.
33 -1 /4"
2. Types of pipe and fittings that con be used for sanitary
DARD SPECIFICATIONS.
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
2" RAISED LETTERS AS
sewers shall be approved by the Department of Public Works.
4" BEND AS REOUIRL
COMPLETION OF CONSTRUCTION.
ALL 9U' I URN b 5H ALL
BE ACCOMPLISHED BY MEANS
OF A WYE AND 45' BEND.
TWO 45' BENDS SHALL NOT
BE ACCEPTABLE.
UJ
ZI
W
CL
01 Cr
HOUSE a
MIN.
4" SEWER PIPE
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST &ORY MORE THAN 45' BEND). \ 4" SURFACE (TYPICAL)
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS `r 2ND CHANGE IN
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a CLEANOUT
DIRECTION OR GRADE WILL WYE 4" TEST TEE WITH
AVOID DAMAGE OR DISTURBANCE. .. VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE 01 PIPE AND C1 CLEANOUT IRE A SURFACE PLUG FACE UP
60 ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLED CLEANOUT WYE. 4" CLEANOUT (TYPICAL)
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO FOR CAST IRON PIPE WYE WITH PLUG -
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEC- OR DUCTILE IRON PIPE. - PROPERTY LINE
URE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE /� Ova' �
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CON- 1:3:5 MIX �,���\NG 6 MIN. �6 x 4 REDUCER (0
TRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONCRETE GCE OG'� ,-2_ I- � (TYPICAL)
BLOCKING / �� 25 PN�� �� cn ( cn cn v)
BACKFILUNG ALL CONSTRUCTION. 1 4\111 NCRE w ; MAIN SEWER LINE W ,1 W1_ W
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON- `� Go 2% MIN SLOPE - -t.
STRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. HORIZONTAL TYPICAL BUILDING SEWER INSTALLATION PLAN
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 6" SIDE OUTLET TEE
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SEWER MAIN SEWER MAIN
6 MIN. IF THE BUILDING SEWER SERVES ANY FIXTURE
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRE- CONCRETE BLOCKING ANGLE QX HAVING FLOOD LEVEL RIMS LOCATED BELOW THE
CEDENCE OVER ALL OTHER PLANS. OF TEE AT MAIN DYER 25 TYPICAL SIDE SEWER ELEVATION o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER r
c� OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ELEVATION o ? DEVICE SHALL BE INSTALLED EQUAL To TYPER 2 -84.
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- 1 %2"
RAISE -1 12"
WIDE BORDER
10..
I PIPE MATERIAL AS SPECIFIE[
- - -- - g - - - -- BY THE ENGINEER
I , l + 8 4,
S 4"
�- 8
CONCRETE
CLASS 3000
-
4-3/4"
CAST IRON RING AND COVER
NOTE
IN UNIMPROVED AREAS POUR V -0" THICK PLUG TO BE SEALED
-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. IN SAME MANNER AS IN ASPHAI. T ROADWAYS RESTORE AROUND CLEANOUT RING MAIN SEWER JOINTS
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
6" OR 8" CLEAN- OUT
NOT TO SCALE
MANHOLE _FRAME _AND _COVER
NOT TO SCALE
1 MANHOLE FRAME AND COVER
6"
SEE DRAWING BR29 NOTES:
12" MAX.- y 24 "� ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
'D'
•
IS IN PROGRESS.
---- CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
RUBBER GASKETED JOINTS
24" MIN. 2
21" I.D.
54" -
q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
•
NOTE:
IN ACCORDANCE WITH ASTM C -443 CONCRETE.
in
10.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
WITH A HIGH SOLIDS URETHANE COATING:
4" CALDER COUPLING
CONCRETE RISER BY PIPE INC WASSER MC- CONSEAL OR APPROVED EQUAL;
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
Z
` OR EQUAL TO FIT
11.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
SIDE SEWER
°
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
_ __CONNECTION
NOT TO SCALE
_
m `"
SURFACE CLEANOUT
4 "x 4 "x4" WYE
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EX-
26-3/8"
TEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
4" PIPING
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
25 -1/4"
PLAN
12.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES OF EXISTING TRAVELED ROADWAY SHALL
"
BUILDING DRAIN
BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
A FOR 5/8 " -11 N.C. x 1 -1/4"
-- - - -24 - - --
r1"
FOR LOW HOUSE
EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMP -
ORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTIN. A
41
�,� B S.S. SOC. HO. CAP SCREW (3 REO'D.)
112" TYP. /- NON-SKID PATTERN
I
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY
`' �,Oo
O o
,
NOTES:
OF RENTON CURRENT STANDARDS.
A �� 0�04(--] 8
U0�(1 0
--
1 r i - i 4-
L 3/4 „
1. Prior to installation of a sanitary sewer connection,
o side -sewer be from the City
13.
DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
/ 1 -7/8" TYP.
23 -1/4"
permit must purchased of
Renton Public Works Department.
14.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
33 -1 /4"
2. Types of pipe and fittings that con be used for sanitary
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
2" RAISED LETTERS AS
sewers shall be approved by the Department of Public Works.
COMPLETION OF CONSTRUCTION.
REO'D. SEE NOTE No.3 BELOW
SECTION A -A
Rubber or neoprene gaskets as specified by the manufacturer,
shall be used on pints.
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
UNDERSIDE SHOWN FOR CLARITY
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
3 A grade of 2e (Iri thper foot) 2f strode
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
3/4 CORE (TYP.) ON 23 B.C.
�1
maintained ve
cannot be maintained. The owner must grant g a
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
'DRILL AND TAP 5/8 " -11 N.C. -1 2" R TYP. KIN
/ CORE (TYP.) (LOCKING)
ggrade release to the City and then can Install
6"
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO
ON 23" B.C.(TYP. 3 PL.)
5/8"
3/8"
1 -3/8"
pipe of a grade of 11G.
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UN-
FRAME (LOCKING) COVER (LOCKING)
` 2"
4. For inspection of side sewer, call 24 hours
YIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
-�-
_
in advance, 277 -5570. Site must be ready for inspection
NOTES:
,� _
-T
and representative on site when inspector
16.
SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
1. ALL COVERS SHALL BE LOCKING LID PER OLYMPIC FOUNDRY 1" SEAT
I' - 11- 2 -1/2"
arrives at appointed time. Side sewer and stub
shall be tested per City specifications.
No. MH 30 D/T OR EQUAL.
Make the connection at the house. Do not bockfilt
2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
25"
the ditch until approval is given by the inspector.
17.
IN UNIMPROVED AREAS MANHOLES TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH
SANITARY ( SPECIFY "SEWER" ) OR WATER SPECIFY "WATER"
� ( )
Final approval will be granted after the existing
septic tank has been pumped out and filled with sand.
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
SECTION B -B
MATCH PAVING.
5. Install side sewer with 2' minimum cover. 18"
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
- 1 %2"
RAISE -1 12"
WIDE BORDER
10..
I PIPE MATERIAL AS SPECIFIE[
- - -- - g - - - -- BY THE ENGINEER
I , l + 8 4,
S 4"
�- 8
CONCRETE
CLASS 3000
-
4-3/4"
CAST IRON RING AND COVER
NOTE
IN UNIMPROVED AREAS POUR V -0" THICK PLUG TO BE SEALED
-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER. IN SAME MANNER AS IN ASPHAI. T ROADWAYS RESTORE AROUND CLEANOUT RING MAIN SEWER JOINTS
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
6" OR 8" CLEAN- OUT
NOT TO SCALE
MANHOLE _FRAME _AND _COVER
NOT TO SCALE
1 MANHOLE FRAME AND COVER
6"
SEE DRAWING BR29 NOTES:
12" MAX.- y 24 "� ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
'D'
•
6" MIN. 5
---- CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
RUBBER GASKETED JOINTS
24" MIN. 2
21" I.D.
54" -
q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
•
24" MIN. 2
IN ACCORDANCE WITH ASTM C -443 CONCRETE.
'
5. ALL JOINTS SHALL BE GROUTED.
,
STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED)
6 -1 '2" -
WITH A HIGH SOLIDS URETHANE COATING:
CONCRETE RISER BY PIPE INC WASSER MC- CONSEAL OR APPROVED EQUAL;
7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
.A.
C
t . - - -c
12• (TYP)
� c
MORTAR
FILLET '
• .0
IL �_ •
I .., 1- 6" MIN. ( TYP)
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
4 _
PRECAST BASE SECTION 54" MH _
OR CAST IN SHELF. 60" MH
SANITARY SEWER MANHOLE .(TYPICAL)
NOT TO SCALE
48 " 6
6" MIN. 5
5 "MIN 2
24" MIN. 2
21" I.D.
54" -
8" MIN. 5
5.5" MIN. 2
24" MIN. 2
24" I.D.
-1 8
AS -BUILT CERTIFICATION:
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT
OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION.
THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN
ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY
PRACTIC WE MAKE � OTHER WARRANTY EITHER EXPRESSED
OR IM J.
G Y S E S. L.S. NO. 31667 �
DXE: V
zZnZ
E
..Cog WA.�`
R00i
�4
4L LA1�9
[WOE'S 911312W
i�
cover �s allowed at the house if outlet is shallow.
6. If side sewer stub is not available. The owner shall
be responsible for its installation. The side sewer
sholl be a minimum of 6" in size. If tee is not
available, the main sewer line must be tapped
thru a cost iron saddle. All work within
street right -of -woy sholl be done by a licensed
and bonded contractor.
7. All work shall be accomplished in accordance
with the Washington Industrial Safety and
Health Act. (WISHA)
8. All trench restoration for side sewers in the public
right -of -woy shall conform to the most current trench
restoration requirements as shown on dwg. #HR -23.
9. All building sewer and side sewers shall have
bedding in accordance with drawing BW18C or
BR09 as applicable.
10. There shall be a minimum 10 foot horizontal seperotion
between sanitary side sewers and water services and a
minimum 5 foot horizontal seperotion between sanitary side
sewers and 9u other utilities.
4" SEWER PIPE, SEE NOTES 2 AND 3.
MINIMUM LINE SIZE FOR OTHER THAN
SINGLE FAMILY 1S 6"
PROPERTY LINE -
3/S2/7
4" SOIL PIPE
X .4 INII
4" C ALDER COUPLING
° fOR EQUAL TO FIT
0ZN O
SURFACE CLEANOUT
-J 4 "x 4 "x4" WYE
U � 4, PIPING �.x x 4"'
TEST TEE
° �w VEND FACE UP AND PLUGGED
In D 4" NIPPLE
UJ "x 4" R
z � 6 REDUCE i w 6" COUPLING TO FIT
z 6" PIPE
Cr 2 -J Z�- REMOVE 2 "x4" STUD AND CAP OR PLUG
acr III
0 L, m
C:11
ON END OR EXISTING 6" SEWER PIPE.
AND INSTALL BUILDING SEWER COUPLINGS,
a REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY LINE
W -• -SEE SIDE SEWER DETAIL
O D 6" PIPING TO 6' -0"
1-- } W BEYOND PROPERTY LINE
Q w W I 6" SIDE OUTLET TEE
a- 0 SEE NOTE 6 SEWER MAIN
a PLAN
BUILDING SEWER
INSTALLATION
SIDE SEWER
INSTALLATION PLAN
NOT TO SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
BETWEEN STEEL CASING
AND END OF BELL OF
D.I. PIPE
RECOMMENDED
FOR APPROVAL
BY
BY
BY
cd i wa.k:,g Days Before You ao
1- 800 - 424 -5555
UdYlies Under¢ountl Location Center
m.MT.PD.OR.WA)
NOTES:
SPACING TO BE FILLED
WITH SAND CASING
SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE
DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION
'
` CASING SEAL
'` -S
� -__ S l- PIPE
24' DIAMETER MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS
STEEL BANDS.
9& CASING
• DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS
CASING SPACER
SECTION FOR STEEL ENCASEMENT
NOT TO SCALE
ROLL +2 0 0 FR 12 0
• M
3 1)F SCR1PT10N 'DATE Hy
COMMENTS 1/ 123/04 ESw
!
COMMENTS 5-5-04 E Sw
l0..0.�.1/�
��• �p � 00
to
to
•
�►• C /SON0,9•G�
BONA L
EXPIRES 10/19/
V � 10 �
J4 i �-8 �
1
29 �
co
W ; co a.
a�
W *a
Z L9 v o
W
C
CID p�
E
Z C P
0
5�c
J cri
< 0 v
�3 v C0
Z
O 8 0 .• U
E
U)
3
3 0 �`
0
0'3,
Wu
0a'
O
0
Z_
Q
3
• U)
U
Q
Z
Li
rr^^
vJ
W
Z
Q
o
W
lo-
r_� W Z
VJ
J
o
Z Q
U
Z_
to
Y
cH tics *062 00 • 00.E
>WG 'SAME AH :" C •
RAWN Hy
-4 Hv GSL -JK
A-[ . 12 1 03
10 -21 -05
4 ti'
DT -01
9 OF 9 SHE E TS
U � 4, PIPING �.x x 4"'
TEST TEE
° �w VEND FACE UP AND PLUGGED
In D 4" NIPPLE
UJ "x 4" R
z � 6 REDUCE i w 6" COUPLING TO FIT
z 6" PIPE
Cr 2 -J Z�- REMOVE 2 "x4" STUD AND CAP OR PLUG
acr III
0 L, m
C:11
ON END OR EXISTING 6" SEWER PIPE.
AND INSTALL BUILDING SEWER COUPLINGS,
a REDUCER, TEES, AND BENDS AS REQUIRED.
PROPERTY LINE
W -• -SEE SIDE SEWER DETAIL
O D 6" PIPING TO 6' -0"
1-- } W BEYOND PROPERTY LINE
Q w W I 6" SIDE OUTLET TEE
a- 0 SEE NOTE 6 SEWER MAIN
a PLAN
BUILDING SEWER
INSTALLATION
SIDE SEWER
INSTALLATION PLAN
NOT TO SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
BETWEEN STEEL CASING
AND END OF BELL OF
D.I. PIPE
RECOMMENDED
FOR APPROVAL
BY
BY
BY
cd i wa.k:,g Days Before You ao
1- 800 - 424 -5555
UdYlies Under¢ountl Location Center
m.MT.PD.OR.WA)
NOTES:
SPACING TO BE FILLED
WITH SAND CASING
SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE
DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION
'
` CASING SEAL
'` -S
� -__ S l- PIPE
24' DIAMETER MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS
STEEL BANDS.
9& CASING
• DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS
CASING SPACER
SECTION FOR STEEL ENCASEMENT
NOT TO SCALE
ROLL +2 0 0 FR 12 0
• M
3 1)F SCR1PT10N 'DATE Hy
COMMENTS 1/ 123/04 ESw
!
COMMENTS 5-5-04 E Sw
l0..0.�.1/�
��• �p � 00
to
to
•
�►• C /SON0,9•G�
BONA L
EXPIRES 10/19/
V � 10 �
J4 i �-8 �
1
29 �
co
W ; co a.
a�
W *a
Z L9 v o
W
C
CID p�
E
Z C P
0
5�c
J cri
< 0 v
�3 v C0
Z
O 8 0 .• U
E
U)
3
3 0 �`
0
0'3,
Wu
0a'
O
0
Z_
Q
3
• U)
U
Q
Z
Li
rr^^
vJ
W
Z
Q
o
W
lo-
r_� W Z
VJ
J
o
Z Q
U
Z_
to
Y
cH tics *062 00 • 00.E
>WG 'SAME AH :" C •
RAWN Hy
-4 Hv GSL -JK
A-[ . 12 1 03
10 -21 -05
4 ti'
DT -01
9 OF 9 SHE E TS
SIDE SEWER
INSTALLATION PLAN
NOT TO SCALE
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
BETWEEN STEEL CASING
AND END OF BELL OF
D.I. PIPE
RECOMMENDED
FOR APPROVAL
BY
BY
BY
cd i wa.k:,g Days Before You ao
1- 800 - 424 -5555
UdYlies Under¢ountl Location Center
m.MT.PD.OR.WA)
NOTES:
SPACING TO BE FILLED
WITH SAND CASING
SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE
DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION
'
` CASING SEAL
'` -S
� -__ S l- PIPE
24' DIAMETER MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS
STEEL BANDS.
9& CASING
• DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS
CASING SPACER
SECTION FOR STEEL ENCASEMENT
NOT TO SCALE
ROLL +2 0 0 FR 12 0
• M
3 1)F SCR1PT10N 'DATE Hy
COMMENTS 1/ 123/04 ESw
!
COMMENTS 5-5-04 E Sw
l0..0.�.1/�
��• �p � 00
to
to
•
�►• C /SON0,9•G�
BONA L
EXPIRES 10/19/
V � 10 �
J4 i �-8 �
1
29 �
co
W ; co a.
a�
W *a
Z L9 v o
W
C
CID p�
E
Z C P
0
5�c
J cri
< 0 v
�3 v C0
Z
O 8 0 .• U
E
U)
3
3 0 �`
0
0'3,
Wu
0a'
O
0
Z_
Q
3
• U)
U
Q
Z
Li
rr^^
vJ
W
Z
Q
o
W
lo-
r_� W Z
VJ
J
o
Z Q
U
Z_
to
Y
cH tics *062 00 • 00.E
>WG 'SAME AH :" C •
RAWN Hy
-4 Hv GSL -JK
A-[ . 12 1 03
10 -21 -05
4 ti'
DT -01
9 OF 9 SHE E TS