HomeMy WebLinkAboutWWP2703193.5SE 1/4 SEC. 14, TUVIP. 23 N., RGE. 5 E., W.M.
a
U
zz
m
O
w
a
N
W
Q
a
0
0
J
W
w
x
0 0
N pp
y 2
8 U V
m z
W Uq
V
0
W ~
a o
W �
rL
v,
Q
y�
O O
p
�
m
�
Q
v
�
W
w
o
w
o
N
W
Z
O
Sa
O
X
i
U
as
WWI;
n
00o
a
0
0
o
w
Q
�i
Qj
L4
m
ooa
3
3
s
3
z
SWS
0
z
p
p
>
w
rr
c3
�3
Z3
MOR TA
FILLET
MANHOLE FRAME AND COWER
SEE DRA WING 3R29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
STEPS - J14 " DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21 " I. D.
LADDER -STD. ALUM/NUM
OR GAL VAN/ZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES:
1. STEPS TO BE 3314" 0 DEFORMED BAR GAL VAN/ZED SAFETY STEPS OR
EQUAL. STEPS ARE TO BE /N PLACE BEFORE MANHOLE SECTIONS
2. ARE INSTALLED. CAS77NG TO BE PER DRAWING BR29.
J MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
4. CONCRETE. ALL JOINTS SHALL BE GROUTED.
5. SANITARY SEWER MANHOLES SHALL HAVE ALL INTFR/OR
6. SURFACES, INCL UD/NG CHANNELING, COA TED (SEALED) WITH A HIGH SOLIDS
URETHANE COA TING- WASSER MC-CONSEAL OR APPROVED EQUAL; COLOR
OF COA LING SHALL BE WHITE RUBBER GASKETED JOINTS SHALL BE /N
CONFORMANCE
7. WITH ASTM C-443. CHANNEL HEIGHT SHALL BE A MINIMUM OF J14 THE
INSIDE 8. DIAMETER OF 17/E LARGEST PIPE. CONNEC77ONS TO MANHOLE
SHALL BE MADE USING GPK
9. ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
SANITARYMANHOLE TYPICAL DETAIL
NOT TO SCALE
RN/SHED (EX/STING) GRADE
TO
SSW vn
U AU 11LVVVLII (/I/VAT L/
FROM
LIFT
STA 77ON
6" FORCE MAIN TO 8" GRA V1TYMAIN TRANSITION DETAIL
1: J.• 5 MIX
CONCRETE
BL OCK/NG
R/W
2"X 4 "" STUD SERVICE MARKER PAINT UPPER
PORT/ON WHITE AND LABEL "SEWER" WITH
3" HIGH BLACK LETTERS. WRAP 16 WIRE
AROUND THE PIPE, EXTEND /T TO FINISH
GRADE AND A TTA CH / T TO THE 2 "x4 " STUD.
SIDE SEWER DETAIL
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
UT
�E wl LNG
ANG 8L0
M Po GRETE
G _27 MIN SL OPE
HORIZONTAL
6 SIDE OUTLET TEE
SEWER MAIN
SENiER MAIN
CONCRETE BLOCKING ANGLE
`n OF TEE A T MAIN 0 VER 25' _ TYPICAL SIDE SEWER ELEVA T/ON
ELEVA TION
NO TE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MIN/MUM
4' COVER A T PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE
ELEVA T/ON, WHICHEVER /S L 0WER.
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 EX/STING MAIN.
VITRIFIED CLA Y, PLAIN AND REINFORCED CONCRETE, D.I. PIPE AND C.I.
PIPE- SEWER MAINS ARE TO BE CORE DRILLED
SIDE SEWER DAPAIL-/I
NO SCALE
SANITARYSEWER NOTE��
1. ALL WORK MATERIALS SHALL Bf /N CONFORMANCE Wl7H THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON U77LlTY DEPARTMENT AND THE
LA TEST ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIFICA PONS.
2. 77/E HOURS OF WORK /N THE STREET RIGHT-OF-WAY SHALL BE LIMNED TO 8:JO AM TO .3.330 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WR/T/NG BY THE DEPARTMENT OF PUBLIC WORKS A T 425-4JO-7200. ALL STREET CLOSURES, PAR77AL OR FULL, SHALL BE APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS 24 HOURS /N ADVANCE. THE POLICE- DEPARTMENT, FIRE DEPARTMENT; AND 911 SHALL BE NO77FIED 24 HOURS /N
ADVANCE.
J ALL CONSIRUC77ON SHALL BE /N ACCORDANCE WITH "STANDARD SPECIFICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE
WASHINGTON ETA 1F CHAP7FR AMERICAN PUBLIC WORKS ASSOC/A TION (APWA), LA TEST ED177ON AND THE CITY OF RENTON STANDARD SPECIFICA 77ONS.
4. ALL LOCATIONS OF EXIS17NG UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT L OCA 77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE-001V5TRUC770N CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUC170N /T SHALL BE THE
CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PR/OR TO STARTING CONS IRUC770N. (/NSPEC77ON WILL BE ACCOMPLISHED BY A
REPRESENTA77VE OF THE CITY OF RENTON). IT SHALL BE THE CONIRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS /N ADVANCE
OF BACKF/LL/NG ALL CONSTRUC7ON.
6. CONTRACTOR /S SOLEL Y RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUC7ON AND FOR THE SAFETY OF WORKERS AND 077IERS
ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO OBTAIN 5,7REET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONS7RUC770N.
8. 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 CONSTRUC7ON /S IN PROGRESS.
70. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS--BUIL T DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALL Y ON BOTH SIDES OF THE PIPE /N LA YERS W//H A LOOSE A VERA GE DEPTH OF 6 INCHES, MAX/MUM DEPTH OF 8
INCHES, THOROUGHL Y TAMPING EACH LA YER TO 95X OF MAX/MUM DENSITY. THESE COMPACIED LA YERS MUST EXIFND FOR ONE PIPE DIAMETER ON EACH
SIDE OF THE PIPE OR TO THE S/DE OF THE TRENCH. MA 1FRIA15 TO COMPLE7F THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCR/BED.
12. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXISTING 7R4 VELED ROADWA Y SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHAN/CALL Y
COMPACTED. CUTS INTO EXIS17NG ASPHAL T SHALL BE NEA7NIVE CUT WTH A SAW /N A CON17N000S LINE. A IFMPORARY COLD MIX PATCH MUST BE
PLACED /MMED/ATFL Y AFTER BACKFILL AND COMPAC77ON. A PERMANENT HOT MIX PA TCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CURRENT
CITY OF RENTON STANDARDS.
AS-
SANITARYSEWER NOTES XONTINUED))
1.3. DATUM SHALL BE CITY OF RENTON, NA VD 1988 (METERS) AND NAD 198JI1991 (METERS)
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWSE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF
ON -SITE EROSION AFTER THE COMPLE77ON OF CONS7RUC770N.
75. ALL PIPE AND APPURIENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA77O.N IN ACCORDANCE WITH SEC770N 7-02.J(1) OF 77/E CURRENT
STA7F OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
BOTTOM OR THE TOP OF THE FOUNDA77ON IVA7FRIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MA TER/AL TO UNIFORM GRADE SO
THA T THE EN77RE LENGTH OF PIPE WILL BE SUPPORTED ON A UNIFORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA VEL 6" ABOVE AND
BEL OW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D JOJ4, SDR J5,, C900, OR DUCTILE IRON CLASS 50. SANITARY
SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST REWSION OF AWWA C110 & C111, THICKNESS CL. 52.
17. 11V UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A MAX/MUM OF 18" ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE
IN ALL DIREC17ONS TO MATCH PA WNG.
18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS 1 LL
REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPR/A TE PUBLIC AGENCIES.
19. LOCATIONS OF ROADWAYS, BUILDINGS AND PARK/NG AREAS SHOWN HEREON ARE APPROX/MATE. FOR DIMENSIONED LOCA7ONS OF THESE /MPROVEMENTS,
REFER TO THE ARCHITECTURAL Sl7F PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
20. ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIFICA7TONS. ALL MANHOLES SHALL HAVE A MINIMUM 0.10 FOOT TO MAX/MUM
1. 0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT. ALL MANHOLE COVERS SHALL BE AD✓U57FD TO FINISH GRADE PR/OR TO FINAL PA VTNG OR
LANDSCAPING.
21. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER ASTV D-1557-70 (MODIFIED PROCTOR), FOR THE
FIRST 77/REE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MA Y BE TO 907 IF NOT IN AN AREA OF FUTURE PA VEMENT OR 5TRUC7URAL FILL. TRENCH
BACKFILL AND COMPAC77ON SHALL BE COMPLETED PRIOR TO 7FS77NG LINES FOR LEAKAGE.
22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" DIAMETER AND HAVE A MINIMUM SLOPE OF 2.0Z PROPERTY/LOT CORNERS AND/OR BUILDING LOCATONS AND
FINISH GRADES SHALL BE ESTABLISHED /N THE FIELD PR/OR TO ANY SEWER CONS 7RUC770N. SIDE SEWER TEE STA 77ONS ARE REFERENCED FROM IRE
NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA TE AS -BUY T RECORDS OF ALL SIDE SEWER IOCA770NS. ALL SIDE SEWERS
SHALL BE 7ESIED A T THE 77ME OF MAIN LINE 7FS77NC PIPE MA IFR/AL SHALL BE C900 FOR DEPTHS OVER 15'
23 WHERE A WA7FR MAIN CROSSES ABOVE THE SANITARY SEWER, AND LESS THAN .3'0" OF VER77CAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND
BOTTOM OF WATER MAIN, THE SEWER SHALL BE CONSIRUCTED OR RECONSTRUCTED WITH DUCTILE IRON PIPE (CLASS 50) FOR A MIN/MUM HORIZONTAL
DISTANCE OF 10' ON EACH SIDE OF THE WATER MAIN CROSSING.
24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE C0N5TRUC7ED ANY CLOSER THAN 10 FEET TO ANY BUILDING OR 5 FEET TO
ANY CARPORT.
25. NEW CONNEC77ONS TO EXIS77NG FACILI7ES SHALL BE SEALED OFF UN77L UPSTREAM CONSTRUC7ON IS FINISHED, TESTED, CLEANED AND ACCEP7F0. ALL
CONS7RUC770N DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL. ALL IFS77NG SHALL BE /N THE PRESENCE OF A CITY OF RENTON
INSPECTOR.
26. PRIOR TO ACCEPTANCE OF CON57RUC77ON AND/OR ISSUANCE OF OCCUPANCY PERMITS, ENGINEER/SURVEYOR-CER77FlED AS -BOIL T DRAWINGS MUST BE
PREPARED OF ALL SANITARY SEWER FACILITIES.
27. INSTALL FALL RESTRAINT SY57EM /N ALL SANITARY SEWER MANHOLES OVER 20 FEET DEEP. FALL RESTRAINT SYSTEM SHALL BE "SURE7RACT CLIMBING
AND FALL PROTECTION SYSTEM; AS MANUFACTURED BY "MILLER FALL PROIFC770N"
FIN/SHED GRADE
6"
2-4" ADJUSTMENT
RINGS
6" MIN.
(Typ)
4" MIN. I -
CRUSHED ROCK-
8" LONG BRICKS ALONG
BOTTOM OF ADJUSTMENT
RINGS
' L6"- 45'WYE(M✓XM✓)
MJ (MEGALUG OR EQUAL)
24" DIA. ROUNDED LOCK/NG LID
CAS77NG INLAND FDRY OR EQUAL
(PER Cl TY OF RENTON STD.)
r- 6" BLIND FLANGE
�- 6" - 45' BEND (FL x FL)
�- 6 " ADAPTER FL x M✓ (MEGAL UG)
6" D.I. SPOOL
LENGTH AS NECESSARY
M✓ (MEGALUG OR EOUAL)
DIREC77ON
OF FLOW
6" 0 DD,l. FORCE MAIN
MJ (MEGALUG OR EQUAL)
FORCE MAIN CLEAN OUT DETAIL
/ V WkZ IUNAL V
JBUILr
NO SCALE
14717 NE 29th Place Suite 101
Bellevue, Washington 98007
'Con 425.885.7877 Fax 425.885.7963
DESIGN
ENGINEERING PLANNING SURVEYING
w
a
z
MV WA -47 - 0193
ET9m 6-12-05
09-28-04
,Aa s-3iy is
04009C5. J1