HomeMy WebLinkAboutS-310005F_
F-" SANITARY SEWER NOTES AND SPECRIDATIONS
0 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENTr AND THE LATEST EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
11 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
CL OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
CL APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
J3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR
q
LL MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
j J AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SFF6; 71CATIONS.
JL
}- 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARF APPROXIMATE AND IT SHALL BE THE
W CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
1= D O AVOID DAMAGE OR DISTURBANCE.
Z= 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO
SECURE CALL NECESSARY PERMITS PRIOR TOESTARTING CONSTRUCTION.PU(INSPECTION WILL
Q BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). R SHALL BE THE
>_ c Q CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
ADVANCE OF BACKFIILING ALL CONSTRUCTION.
Q 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
Z Z Q CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION
m 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER, RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
B. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
C.
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
Lj v 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
19 AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH
Y LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
0 O 3° FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
E.,,t MATERIALS TO COMPLETE THZ FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
rs
.n 12. OPEN CUT ROAD- CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED' I:JADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
a' TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
.S COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND
SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
DO
o 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
a c
a �I E 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
o SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
a COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
o AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
a SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
° PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
3
Ty 17. IN UW PROVED;AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM
j o & 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
N DIRECTIONS TO MATCH PAVING.
Am
rr
a
a
a
I'
z
L)
N
2e,5;
0 U U
a a a
0 0 0
In
ir w :OI
M'N z I
RAISE -1/2"
WIDE BORDER
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
■
10"
y„
-T T�
7„
7 -3/4"
B"
15"
CAST IRON RING AND Cl
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
vw- al- ,i ?p66
wrov -s' -Aloe
SANITARY S EWER PROFILE, NOTES AND DETAILS
6" MIN_ /
6" MI
1/2 BLIND FLANGE AS DAM
D.I.P. TEE CL.50
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID TYPICAL
BEARING WHEN SPAN MANHOLE
IS MORE THAN 4'.
i'
I
FLEXIBLE
JOINT
BACKFILL WITH
\ �6" MIN.
EF 7
_ / "MIN.
/, 7
/2 PLUG AS DAM
VTEE
11
\ 1) \ 2" MIN.
I
ONE LENGTH OF DUCTILE IRON I
PIPE (CLASS 50) TO SOLID
BEARING WHEN SPAN
IS MORE THAN 4'.
6 MIN.
I I
I
FLEXIBLE JOINT
COMPACTED MATERIAL a �° �- BACKFILL WITH
AS DIRECTED BY I i I 6" MIN. COMPACTED MATERIAL
ENGINEER. I o AS:, DIRECTED BY
ENGINEER.
D.I.P. CI.50 6 MINI
WITH MIN. 4 I 41 I I ALL PIPE EXCEPT DUTILE IRON SHALL BE
SHACKLE RODS CONCRETE ENCASED.
I
1;1 11" MAX. I CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE
CLASS C'BLOCK 90' BEND
POURED IN PLACE (TYTON U -651)
r.
D.I.P. 90' BEND `TYPICAL MANHOLE I DROP CONNECTION FOR SANITARY SEWERS
CL.50(MJ X PE) FOUNDATION
CONSTRUCTION CONCRETE ENCASED
DUCTILE IRON DROP CONNECTION ADOPTED
DROP CONNECTION CrrY OF RMON
+ ®♦
SF.,.r.,,1 plans
-T ISr DATE: 3/6/95
DATE REVISION I BY APPR. DWC. NAME: BW18 SP PAGE: 6075
744A. �1 L }' A
1i `#
7 / f e�'"� as lZ
3
12" 9f
FIBER
PACKI
45 (1/8)
PLUG TO BE SEALED
- IN SAME MANNER AS
MAIN SEWER JOINTS.
DATE I REVISION I BY APPR
CONCRETE
CLASS 3000
6 INCH OR 8 INCH CLEAN -OUT
Y O ADOPTED
•� CrrY OF RENTON
♦ �■!�
GG �- Standard plans
IST DATE:12/15/91
DWG. NAME: BW186 SP PAGE: B076
■ i
......................... ..
tip ...
PROPERTY LINE
3'-0" MIN. 6' -0" FUTURE
rTEE UILDING SEWER PIPE BUILDING SEWER
Li
2 "x 4" STUD SERVICE MARKER PAINT UiFFP
H 6" SIDE UUT LET PORTION WHITE ANS STENCIL ON SIDE
ARDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE `:'TAPPED AROUND THE STUD AND
EWER AND BUILDING SEWER d EXTENDED TO THE TOP OF THE STUD.
0
w
o UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
WSEWERMAIN " ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
R CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
DUCTILE IRON PIPE.
1-36 MIX
MIN SLOPE HORIZ ONTAL
/6" MIN. L SEWER MAIN
CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE)
ELEVATION
ADOPTED
NOTE,
OP BEMN
UNLESS ❑THEKWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5'- COVER AT PROPERTY Standard. Aisne
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. I I= DATE: 12 /15/91
DATE REVISION gY pR DWG. NAME: BR39 SP PAGE: P---;8
Op
pill j
AL AL 7 �, -F ..
STA. :10 +03.29 0.46 RT: - W .
S.E .116TH -SL . 0 +00.00
RIM *�y:: -
4
�I .:
OF' S.E.- Y6TW ST. .. .
EXPIRES 6 -10 -03
=4dl4 OZ I
JE 8`. PVC E 4f6 00
CONTRACTOR 70 FIELD VERIFY
: VERTICAL: AND. HORIZONTAL LOCATION
..... ..
MAW : ......... . .
CHRISTINE BALYEAT
ISSAQUAH, WA 98027 STREET
(425) 643 -1486
CONTACT:
.. . .:
3.91 `O
NGµ IFW�4 8 IN) :
OF EXISTING WATRMAIN -PRIOR TO ANY
CONSIRUCIION :'PRIOR'TO "CONTRACTOR
.. .. .
STA. `2 *.....CAI 7ROSS FO FL 14
DA
r NN , tir 3
PATE
WIW
�_
ATE
i.
4Q MAKING CONNECTION.'
2.8 PIS : ( ) )e,
R 2t' v: %, W
DESICWED JGH
DATE 3 14 02
Z 02__
g•
pI■1�c
B':61 2 PLUG , . . BLOW ASSEMBLY
Pl b
SCALE AS SHOWN-
NEW 10 .'(CRY'OF: RENTON). :. ::
WATER LINE (BEING INSTALLED BY .
DEVELOPER OF RID PLAT- W�2950)
NSPALL• '
STA 0+2775, 7.50 L{_:
_ .:: .::::. LPER CITY. OF RENTON SIDS:): . .
CONKING'
-
sHEr:T_4 6
OF
43Q .... _..
4...LF....... D'I .W j-6' GA FixMJ) :z
.: . :.. . .
4�
...
49 :IF: 6': D.I. 'EXTENSION :?
.. 178 iF :8" D.I.:W: .
1 -5 1/4" MVO F.H. ASSY. M
CONC. 'BLOCKING ....
.... . ... .. .
.. ....... ..... .
:....
0 VERIFY
. .
425 ....
: - VVE"CAL AND.' ORJZDNTrAL�
H
...... . ...
A29
NEW.&WOUTS�E.DROP
OF EXISTING SAN. .SOWER, PRIOR TO �
CONSTRUCTION PRIOR TO CONTRACTOR.:
/GSrj�
(PER DETAIL THIS S.
MAKING CONNECTION:
5 ... . . 1
U:7
420.
.... . -..
420
:NEW:89rti it
STA. 0 +31:20 SEWER.
:RIM =4sm 43z. ?_&
RIM. 4edldJ:..
= 310
(
IE =4�i (B IN) 420.7<
IE =4iiA 8 CHANNEL
IE =4WtA$ : OUT ¢Z /,gyp
EX a" SS 4ZO.b/ �P�
30 LF 8" PVC SS O 0.50% OF WAS / A
i
415
_ ..L cis tT R` °�����
SANITARY SEWER PROFILE VIEW 0° S /o "A. ENG �I�a
SCALE: 1 " =20' HORIZONTAL 1 " =5' VERTICAL
EXPIRES 6 -10 -03
CITY OF RENTON
DEVELOPER:
CHECKED FOR 00IMPUANCE TO CITY STANDARDS
CHRISTINE BALYEAT
ISSAQUAH, WA 98027 STREET
(425) 643 -1486
CONTACT:
QI.�`'���
i�1
�Y v
r_>EPAFRTMENT OP PUBLIC WOFBKS
SANITARY SEWER PRORLE
'rV /�il�ly !11
NOTES AND DETAILS
DA
r NN , tir 3
PATE
WIW
�_
ATE
OGINEEB:
HAL P. GRUBB, P.E.
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251 -6222
(425)251 -8782 FAX
°2 20
. y.
G 0
`T "''GENG0
BA LYEAT SHORT PLAT
DESICWED JGH
DATE 3 14 02
Z 02__
� NO'
ylI MFB
SCALE AS SHOWN-
F�sOOK__- _PACE---
CHECKED HPG
APPROVED
sHEr:T_4 6
OF
SCANNED OCT 0 8 Za`
�.f3 c_a7,:,,.E!- �'IA� -3 /�(c , _.-
_
(n.�1....,.....,- ,,u ■o9TS9ma C°!"): - /
r M
F R 2'4i�
Isle Im
i
0
CID
Z
n
7
JJ
n