HomeMy WebLinkAboutzS-2071Set2
200' ZONE OF SHORELINE
t 1. Ii JJI - ST_;,.4 UH'�- JURISDICTION
12 SID
N 73,400
;rr
CB
so
•- ,' -'-' J�- --`�`" Jam'"`.. -!��. - �- i
CB
IVA
f F ARV e j ON AL
! MH
ELEC i J
r / MFj --2�!
1 _ - --_ ° s/� % N
MH-2N - - - - -- - ___- _12 "W' "M o UTILIDORCOMM /
0� -
CB t __ - ----' -- CONDUITS
- - - - --
l _ ---------- - - - - -- VAULT 2 0 2
EXTENSI N
W12 W - 12" SID CB FINISH FLOOR = 18.50
'CB
CB
SO
48 "0 MH
TEE 16 -1
POC 3 -11 �1
POC 2 -11 n
N 73177.80Z`J
i
i
0
E 53694.10
N073213.51
N 73141.83
I.E. =9.53
25-03 i
C201 C522
!
ip
E 53503..44
C.O. 12
I.E. =8.00
RIM EL =17.90
RIM EL =17.90
SUPPORT FACILITIES
I.E. =10.7
N 73,209.51
SANITARY SEWER PLAN - SECTOR B
RECORD DRAWING
if
SEE �4
E 53,694.10
FINISH FLOOR = 18.50
DATE: 03 11 92
AI
1
DETAIL C201 C522
I.E. =9.47
SITE COMMUNICATION DUCTBANK
ao
scAtE: 1 =20'
"
D.allo.
TYP
ISSUE FOR CONSTRUCTION
J.D.C.
10.08.92
1a.=DJ.D.B.
SITE ELEC DUCTBANK A
C.O. 11
NO.
REVISION
BY
APPR.
SITE ELEC DUCTBANK B
APPROVED:
N 73209.51
CINDER.:MAINTENAN.CE.
E
cp.
/
E 53503.44
.
N 73,200
O
I
--II-
RIM EL= 18.42
I.E. =10.6
36.9
F8 "DIP SS @ 2.1% "PRIVATE"
LILIA
SEE EASEMENT
DETAIL C201 C523 A"
8" IRR TYP
T`
C522 TYP
PROPERTY IivE
_ -C201
----- - - - - --
1
SAN rsa-\
UNDERGROUND F :BER OPTICS AND TELEPH
NE
I.;Ni
__`_ -_
_
CB
CB
/
1
BY OTHERS
CB
Of
C 01 C5
3
8" SS
r�MH
8 "F
0 c
0
M
N 75,400
1
I I
I
20' 10' 0 20' 40'
SCALE: 1 " =20'
NOTES:
FOR GENERAL DRAWING NOTES AND
SYMBOLS, SEE SHEETS G4 & G5.
FOR GENERAL SANITARY SEWER SYSTEM
NOTES, SEE SHEET C523.
FOR SANITARY SEWER SYSTEM DETAILS,
SEE SHEET C522 & C523.
FOR SURVEY CONTROL INFORMATION
SEE SHEET G5.
ALL PIPE LENGTHS ARE HORIZONTAL
DISTANCES FROM CENTER OF STRUCTURE
TO CENTER OF STRUCTURE.
SANITARY SEWER PROFILES ARE SHOWN
ON SHEET C521 -AND SCHEDULE ON
SHEET C520.
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S RECORDS.
N 73213.51
48 "0 MH
TEE 16 -1
POC 3 -11 �1
POC 2 -11 n
N 73177.80Z`J
E 53694.10
i
N 73176.58
E 53503.44 2
E 53694.10
2
N 73141.83
I.E. =9.53
- E.(IN) =8.98
C201 C522
!
ip
I.E.((OUT) =8.55
C.O. 12
I.E. =8.00
RIM EL =17.90
RIM EL =17.90
SUPPORT FACILITIES
N 73,209.51
SANITARY SEWER PLAN - SECTOR B
RECORD DRAWING
if
E 53,694.10
DESIGNED:C,L.D.
DATE: 03 11 92
t'n.E NAm: C51`00216
1
INCORPORATING RENTON COMMENTS
I.E. =9.47
10.08.92
DRAWN: R.L.K.
scAtE: 1 =20'
"
D.allo.
RIM EL =18.42
ISSUE FOR CONSTRUCTION
J.D.C.
10.08.92
1a.=DJ.D.B.
SITE ELEC DUCTBANK A
25.YD -C201
NO.
REVISION
BY
APPR.
SITE ELEC DUCTBANK B
APPROVED:
i
E
/
CINDER: MAINTENANCE
LILIA
_,MH-A BY OTHERS
- - -D?
E 53,503.44
_..
W 1 6th T H E ► ;:E.(OUT)=8
wwp - 2T -?osi
48 "0 MH
48 "0 MH
TEE 16 -1
POC 3 -11 �1
POC 2 -11 n
N 73177.80Z`J
BY OTHERS
STA 30 +41.2 11' LT 3
N 73176.58
E 53503.44 2
E 53694.10
2
N 73141.83
LE.(IN) =10.13 C201 C522
- E.(IN) =8.98
C201 C522
E 53694.12
I.E.((OUT) =9.72
I.E.((OUT) =8.55
I.E. =8.00
RIM EL =17.90
RIM EL =17.90
SUPPORT FACILITIES
N 73,200
R = ol
Sm,207/
DUCTBANK T 127
%B
RON
KU PLAN
SCALE: NONE
•�`
ll�l
�c 6 • : ,. ' 4E, WX
KCL/01.12.95
f f.. `.. f f A f f -- -_ __ _.
19 18 17 16 15 14 13 12 11 10 9 8 7 6 R"' 146, X 000, 6 7 8 9 10 11 12 13 14 15 16 17 18 19
3300 Carillon Point
Kirkland. WA
C O R R0 RAT 10 N (206) 822 -3300
CITY OF RENTON
�e�®®ew�®®wl�ISe�swwl�a®q
DEPARTMENT OF PUBLIC WORKS
ECORD DRA YYw ' N
t
CSTC SITE DEVELOPMENT
SUPPORT FACILITIES
SANITARY SEWER PLAN - SECTOR B
RECORD DRAWING
J.D.C.
09.03.94
DESIGNED:C,L.D.
DATE: 03 11 92
t'n.E NAm: C51`00216
1
INCORPORATING RENTON COMMENTS
J.D.C.
10.08.92
DRAWN: R.L.K.
scAtE: 1 =20'
"
D.allo.
ISSUE FOR CONSTRUCTION
J.D.C.
10.08.92
1a.=DJ.D.B.
25.YD -C201
NO.
REVISION
BY
APPR.
DATE
APPROVED:
SHEET: OP
KCL/01.12.95
f f.. `.. f f A f f -- -_ __ _.
19 18 17 16 15 14 13 12 11 10 9 8 7 6 R"' 146, X 000, 6 7 8 9 10 11 12 13 14 15 16 17 18 19
DETAIL BUILDING SEWER CONNECTION
SCALE: NONE PLAN 201 C522
SUBGRADE ELEV FOR MATERIALS
OVER SUBGRADE SEE SHEET C559.
SUITABLE ACTUAL SIDE SLOPE
BACKFILL MAT'L BY CONTRACTOR
(S1, F1 OR F2)
VARIES 4" -6I' (MIN.)`i�i� I =I 1 1
�r\ I —I I ( —Ili =_ _ _ - '�
COVER TO FINISH GR WARNING TAPE
__ I I =_ �= I-- I= �� -=--I�
III = III =I I I I 11 III =III =III 1.7 GREEN & WHITE STRIPPED
BEDDING AND INITIAL
VARIES 6" (MIN) BACKFILL TYPE F3
/ /ir /i. �� FOR RIGID PIPE &
TYPE F4 FOR
FLEXIBLE PIPE
4 (WHEN D <= 27 ") ��\ i / r / / / i r / r i. WORK BEDDING UNDER
6 (WHEN D >= 30 ")�r / / / /. / ! L ! r' /, C�i��`� PIPE HAUNCHES FOR
FLEXIBLE PIPE
'_NEW PIPE DIAMETER
UNDISTURBED
SUBGRADE 6" MIN. I I 6" MIN.
TRENCH MAX. WIDTH
36" (WHEN D <= 15 ") OR
1.51) + 18" (WHEN D >= 18 ")
SECTION SANITARY SEWER TRENCH A
SCALE: NONE C502 C91
TRENCH NOTES
1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN
THE CONSTRUCTION EASEMENT AND AS DETERMINED BY
THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS.
TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
THE CONTRACTOR'S RESPONSIBILITY.
2. THE CONTRACTOR MAY USE ANY OF THE INDICATED TYPICAL
TRENCH SECTIONS FOR THE EXCAVATION OF ALL SANITARY SEWER
WORK UNLESS OTHERWISE NOTED.
3. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION
SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR
THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS.
4. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED
IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS
DIRECTED BY THE ENGINEER.
5. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY
W.I.S.H.A. PER CHAPTER 296 -155 WAC.
6. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES
AND TO 85 PERCENT IN LANDSCAPE AREAS.CDF BACKFILL & BEDDING
CUT OUT SOFT AREAS SHALL BE USED AT UTILITY CROSSINGS 1,5 EITHER WAY) AND AT
12" MAX. DEPTH BACKFILL LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY
W /F2 TYPE MATERIAL OWNER'S REPRESENTATIVE.
KOR -N -SEAL BOOT
(TYP) (DIST BY NEW 4' ID MANHOLE
P.I.P.E Inc.
TACOMA WA.)
FLOW CHANNEL
(@ CHECK VALVE
TIDE FLEX 20" MIN
CHECK VALVE CHANNEL WIDTH)
(OR APPROVED
EQUAL)
NOTE: MH 5 WILL
HAVE 3 TIDEFLEX P �N S" DI PIPE
CHECK VALVES
DUCTILE IRON PIPE
AWWA C 151 CL. 52 POINT OF CONNECTION NO HUB CAST IRON
(CSTC SITE MATERIAL) PLASTIC FILM WRAP TO (SUPPORT FACILITIES
25 -02 & 25 -03 -PIPE MOUNTED
EXTEND TO COVER BUILDING MATERIAL
CONNECTION COUPLING ) STAINLESS STEEL MERCURY LEVEL
TO EMCS CONTROL, ELEV
13.50, BY
_ _ _ _ _
EMCS 5"0 FLOAT PEABODY BARNES
m ¢ 25 -02 NO. 75327, OR
BLDG APPROVED EQUAL
- - - - - --
--______- KYP) ( DEEAL BOOT NEW 4' I.D. MANHOLE
(TYP) (DIST BY PI MOUNTING
ROMAC G P.I.P.E Inc. PIPE
COUPLING OR �
APPROVED EQUAL-J, C TACOMA WA.) FLOW CHANNEL
�m
D 1' -4" 5' -0" ``
DUCTILE IRON o 13" 8" L.I. PIPE
REDUCER/ /
AWWA C 151 CL. 52 0 ° CHECK
o TIDE FLEX ✓/
A* B* C D -�
w z " (OR APPROVED
0' -4" 0' -4" 0' -8" 0' -8" n z EQUAL)
0-6" 0'-6" 0'-11" 0'-11" 5" (MIN)
* - NOMINAL SIZE
SECTION
DETAIL POINT OF CONNECTION q DETAIL BACKFLOW F REVENTER 2
SCALE: NONE C201,C522 C522 SCALE: NONE C201 C522
wwoO-*%' -2-071
PIPE MATERIAL NOTES:
1. DUCTILE IROM PIPE; ASTM A 746, CLASS 52 SERVICE
TYPE, INSIDE NOMINAL DIAMETER AS SHOWN ON PLAN
VIEWS, BELL & SPIGOT ENDS.
2. DUCTILE IRON PIPE JOINT DEVICE, AWWA C111 RUBBER
GASKET JOINT (PUSH ON), RESTAINED JOINTS SUCH AS
FIELDLOK MANUFACTURED BY US PIPE OR APPROVED
EQUAL.
3. PLASTIC FILM WRAP: WRAP PIPE & JOINTS IN
ACCORDANCE WITH AWWA C105.
4. RAINWATER LEADERS: CONCRETE PIPE PER ASTM C14,
CLASS III WITH RUBBER CONPRESSION JOINT.
MANHOLE NOTES:
1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18"
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
2. MANHOLE RING AND COVER TO BE 24" CLEAR OPENING. EQUAL TO OLYMPIC
FOUNDRY CO. NO. MH30 WITH SOLID LID EXCEPT FOR ONE 1" DIAMETER LIFT
HOLE 8 1/2" FROM CENTER. COVER SHALL HAVE WORDING, "SEWER" FOR SANITARY
SEWER. MANHOLE LOCATED WITHIN EASEMENT AND CITY OF RENTON RIGHT OF WAY SHALL
HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY
NO. MH30 D /T.
3. MANHOLE SHOWN IS 48" INSIDE DIAMETER. 6" MIN WALL THICKNESS, TO ACCOMMODATE
SEWER PIPE THROUGH 21 ". 72" INSIDE DIAMETER MANHOLE SIMILAR, TO ACCOMMODATE
SEWER PIPE THROUGH 36 ". MANHOLE WALL SHALL HAVE NOT LESS THAN 0.12 SQUARE
INCH PER LINEAL FEET CIRCUMFERENTIAL REINFORCING STEEL BAR. ALL PRECAST
SECTIONS SHALL CONFORM TO ASTM C -478.
4. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C -443
SPECIFICATIONS.
5. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME
OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED.
6. ALL PIPE THROUGH MANHOLE WALL SHALL HAVE "0" RING RUBBER GASKET, IN A
MANHOLE COUPLING CONFORMING TO ASTM C -478 SPECIFICATIONS, JOHNS- MANVILLE
OR EQUAL. FOR CONNECTIONS TO EXISTING MANHOLE, THE MANHOLE WALL SHALL
BE CORE- DRILLED. A FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE
INSTALLED.
7. PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOWING:
ASSOCIATED SAND AND GRAVEL
PIPE, INC. 2
8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL 3C82 1C82(D)
9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. M,27®
11. OPENING SHOULD BE ON DOWNSTREAM SIDE,
12. CONTRACTOR SHALL PROVIDE CALCULATIONS DETAILING A MINIMUM OF A 1.5 FACTOR
OF SAFETY AGAINST FLOTATION FOR ALL MANHOLES WHEN THE WATER TABLE IS AT
ELEVATION 16.4. & 1/2, SEC. 24, T 23ie, � `E.e W.M.
NOTE:
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S RECORDS.
.RECORD DRAWING!
KCL /1 1.30.94
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19
R146'... -
5'
EDGE OF
8" SITE SANITARY
PROPOSED
PROPOSED
SEWER �`
BLDG. PIPE
BUILDING
I
2 "x4" STUD SERVICE MARKER
UP TO
PAINT UPPER PORTION WHITE
CLEANOUT
AND STENCIL ON SIDE
WORDING "SEWER" WITH 3"
tl q
HIGH BLACK LETTERS.
C522 C523
POINT OF CONNECTION
COORDINATES
8" SITE SANITARY SEWER
POINT OF CONNECTION
SEE DETAIL 4
C522 C522
DETAIL BUILDING SEWER CONNECTION
SCALE: NONE PLAN 201 C522
SUBGRADE ELEV FOR MATERIALS
OVER SUBGRADE SEE SHEET C559.
SUITABLE ACTUAL SIDE SLOPE
BACKFILL MAT'L BY CONTRACTOR
(S1, F1 OR F2)
VARIES 4" -6I' (MIN.)`i�i� I =I 1 1
�r\ I —I I ( —Ili =_ _ _ - '�
COVER TO FINISH GR WARNING TAPE
__ I I =_ �= I-- I= �� -=--I�
III = III =I I I I 11 III =III =III 1.7 GREEN & WHITE STRIPPED
BEDDING AND INITIAL
VARIES 6" (MIN) BACKFILL TYPE F3
/ /ir /i. �� FOR RIGID PIPE &
TYPE F4 FOR
FLEXIBLE PIPE
4 (WHEN D <= 27 ") ��\ i / r / / / i r / r i. WORK BEDDING UNDER
6 (WHEN D >= 30 ")�r / / / /. / ! L ! r' /, C�i��`� PIPE HAUNCHES FOR
FLEXIBLE PIPE
'_NEW PIPE DIAMETER
UNDISTURBED
SUBGRADE 6" MIN. I I 6" MIN.
TRENCH MAX. WIDTH
36" (WHEN D <= 15 ") OR
1.51) + 18" (WHEN D >= 18 ")
SECTION SANITARY SEWER TRENCH A
SCALE: NONE C502 C91
TRENCH NOTES
1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN
THE CONSTRUCTION EASEMENT AND AS DETERMINED BY
THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS.
TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
THE CONTRACTOR'S RESPONSIBILITY.
2. THE CONTRACTOR MAY USE ANY OF THE INDICATED TYPICAL
TRENCH SECTIONS FOR THE EXCAVATION OF ALL SANITARY SEWER
WORK UNLESS OTHERWISE NOTED.
3. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION
SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR
THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS.
4. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED
IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS
DIRECTED BY THE ENGINEER.
5. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY
W.I.S.H.A. PER CHAPTER 296 -155 WAC.
6. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES
AND TO 85 PERCENT IN LANDSCAPE AREAS.CDF BACKFILL & BEDDING
CUT OUT SOFT AREAS SHALL BE USED AT UTILITY CROSSINGS 1,5 EITHER WAY) AND AT
12" MAX. DEPTH BACKFILL LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY
W /F2 TYPE MATERIAL OWNER'S REPRESENTATIVE.
KOR -N -SEAL BOOT
(TYP) (DIST BY NEW 4' ID MANHOLE
P.I.P.E Inc.
TACOMA WA.)
FLOW CHANNEL
(@ CHECK VALVE
TIDE FLEX 20" MIN
CHECK VALVE CHANNEL WIDTH)
(OR APPROVED
EQUAL)
NOTE: MH 5 WILL
HAVE 3 TIDEFLEX P �N S" DI PIPE
CHECK VALVES
DUCTILE IRON PIPE
AWWA C 151 CL. 52 POINT OF CONNECTION NO HUB CAST IRON
(CSTC SITE MATERIAL) PLASTIC FILM WRAP TO (SUPPORT FACILITIES
25 -02 & 25 -03 -PIPE MOUNTED
EXTEND TO COVER BUILDING MATERIAL
CONNECTION COUPLING ) STAINLESS STEEL MERCURY LEVEL
TO EMCS CONTROL, ELEV
13.50, BY
_ _ _ _ _
EMCS 5"0 FLOAT PEABODY BARNES
m ¢ 25 -02 NO. 75327, OR
BLDG APPROVED EQUAL
- - - - - --
--______- KYP) ( DEEAL BOOT NEW 4' I.D. MANHOLE
(TYP) (DIST BY PI MOUNTING
ROMAC G P.I.P.E Inc. PIPE
COUPLING OR �
APPROVED EQUAL-J, C TACOMA WA.) FLOW CHANNEL
�m
D 1' -4" 5' -0" ``
DUCTILE IRON o 13" 8" L.I. PIPE
REDUCER/ /
AWWA C 151 CL. 52 0 ° CHECK
o TIDE FLEX ✓/
A* B* C D -�
w z " (OR APPROVED
0' -4" 0' -4" 0' -8" 0' -8" n z EQUAL)
0-6" 0'-6" 0'-11" 0'-11" 5" (MIN)
* - NOMINAL SIZE
SECTION
DETAIL POINT OF CONNECTION q DETAIL BACKFLOW F REVENTER 2
SCALE: NONE C201,C522 C522 SCALE: NONE C201 C522
wwoO-*%' -2-071
PIPE MATERIAL NOTES:
1. DUCTILE IROM PIPE; ASTM A 746, CLASS 52 SERVICE
TYPE, INSIDE NOMINAL DIAMETER AS SHOWN ON PLAN
VIEWS, BELL & SPIGOT ENDS.
2. DUCTILE IRON PIPE JOINT DEVICE, AWWA C111 RUBBER
GASKET JOINT (PUSH ON), RESTAINED JOINTS SUCH AS
FIELDLOK MANUFACTURED BY US PIPE OR APPROVED
EQUAL.
3. PLASTIC FILM WRAP: WRAP PIPE & JOINTS IN
ACCORDANCE WITH AWWA C105.
4. RAINWATER LEADERS: CONCRETE PIPE PER ASTM C14,
CLASS III WITH RUBBER CONPRESSION JOINT.
MANHOLE NOTES:
1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18"
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
2. MANHOLE RING AND COVER TO BE 24" CLEAR OPENING. EQUAL TO OLYMPIC
FOUNDRY CO. NO. MH30 WITH SOLID LID EXCEPT FOR ONE 1" DIAMETER LIFT
HOLE 8 1/2" FROM CENTER. COVER SHALL HAVE WORDING, "SEWER" FOR SANITARY
SEWER. MANHOLE LOCATED WITHIN EASEMENT AND CITY OF RENTON RIGHT OF WAY SHALL
HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY
NO. MH30 D /T.
3. MANHOLE SHOWN IS 48" INSIDE DIAMETER. 6" MIN WALL THICKNESS, TO ACCOMMODATE
SEWER PIPE THROUGH 21 ". 72" INSIDE DIAMETER MANHOLE SIMILAR, TO ACCOMMODATE
SEWER PIPE THROUGH 36 ". MANHOLE WALL SHALL HAVE NOT LESS THAN 0.12 SQUARE
INCH PER LINEAL FEET CIRCUMFERENTIAL REINFORCING STEEL BAR. ALL PRECAST
SECTIONS SHALL CONFORM TO ASTM C -478.
4. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C -443
SPECIFICATIONS.
5. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME
OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED.
6. ALL PIPE THROUGH MANHOLE WALL SHALL HAVE "0" RING RUBBER GASKET, IN A
MANHOLE COUPLING CONFORMING TO ASTM C -478 SPECIFICATIONS, JOHNS- MANVILLE
OR EQUAL. FOR CONNECTIONS TO EXISTING MANHOLE, THE MANHOLE WALL SHALL
BE CORE- DRILLED. A FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE
INSTALLED.
7. PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOWING:
ASSOCIATED SAND AND GRAVEL
PIPE, INC. 2
8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL 3C82 1C82(D)
9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. M,27®
11. OPENING SHOULD BE ON DOWNSTREAM SIDE,
12. CONTRACTOR SHALL PROVIDE CALCULATIONS DETAILING A MINIMUM OF A 1.5 FACTOR
OF SAFETY AGAINST FLOTATION FOR ALL MANHOLES WHEN THE WATER TABLE IS AT
ELEVATION 16.4. & 1/2, SEC. 24, T 23ie, � `E.e W.M.
NOTE:
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S RECORDS.
.RECORD DRAWING!
KCL /1 1.30.94
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19
R146'... -
I
ASPHALT CONCRETE (3" MIN)
REPLACEMENT PATCH TO BE
1" 1MICKER THAN EXISTING
ASP!'fRLT CONCRETE FINAL JOINT MUST
6„ TYP BE SAW —CUT
EXISTING ASPHALT J
CONCRETE I E 6" MIN CRUSHED SURFACING
IE TOP COURSE TYPE A2
I CONTROLED DENSITY
i k BACKFILL (CDF) —SEE
f , I SPECIFICATIONS
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
MIN 4' ASPHALT CONCRETE
(2 LIFTS) —FINAL JOINT MUST
6 " TY BE SAW —CUT
EXISTING ASPHALT 1 -1/2" MIN
CONCRETE._— - - - -�
(GREATER THAN
3 THICK)
GRIND EXISTING
I-
ASPHALT
6" MIN. CRUSHED SURFACING COMPACTED BACKFILL
TOP COURSE TYPE A TYPE A3
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
( OFFSET JOINT )
1. SEE WSDOT STANDARD SPECIFICATIONS SECTIONS 7 -18 AND 2 -09 FOR PATCHING
AND BACKFILLING SPECIFICATIONS.
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH
TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS
GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER.
3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN
(2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA.
4. SAWCUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE —HALF
THE DEPTH OF THE EXISTING SLAB.
5. COMPACTED GRAVEL BACKFILL CLASS "B" MAY BE USED UPON APPROVAL OF THE
ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH,
PAVEMENT PATCHING DETAILS 1
SCALE: NONE '201 C523
L I L I I
18 17 16 15
8" DIAMETER
SANITARY SE'
I ®I I I I A I I I AL 1
14 13 12 11 10 9 8 7 6
8" DIAMETER
SANITARY SEWER
ROUND FLANGED HOUSING
WITH CAST IRON COVER
AS 4261 WITH "SEWER CO"
ON COVER
�76" TOPSOIL OVER (TYP)
6" CONCRETE COLLAR,
SECTION 6" SANITARY SEWER CLEANOUT 4
NONE C201 C5 3
C522
MICROBOX
R146.
SANITARY SEWER NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
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 OF PUBLIC WORKS AT 235 -2620. ALL STREET
CLOSURES PARTIAL OR FULL, SHALL BE 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.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPLE WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY
OF RENTON'S STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION.
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 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 PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
INCHES. MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY,
UNDER PAVED SURFACES 90% ELSEWHERE. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL
BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 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 TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13, DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFTER THE 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 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE AS NOTED ON SECTION A SHEET C522.
16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 52, POLYETHYLENE ENCASED PER SECTION 02732 OF THE
SPECIFICATIONS.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
'I8. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT. (WISHA)
19. ALL TRENCH BACKFILL & BEDDING FOR SIDE SEWERS IN THE PUBLIC RIGHT —OF —WAY SHALL
CONSIST OF 5/8" MINUS CRUSHED ROCK.
NOTE:
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S RECORDS.
ml
RECORD DRAINGfl
S. t /2, SAC 2, T. 23N., It 4E,Y..
KCL, /1 1.30.94
I ® I I I® I I I I® I I I I I II I
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
2' -0"
10 1/2"
8�
0
I
Yjo.
•o.
f.
.J,
CAULK
AROUND
PIPE
6" CLEANOUT
45' (1/8) \
BEND
x6" 45'
W j
WYE �
8" DIAMETER
SANITARY SE'
I ®I I I I A I I I AL 1
14 13 12 11 10 9 8 7 6
8" DIAMETER
SANITARY SEWER
ROUND FLANGED HOUSING
WITH CAST IRON COVER
AS 4261 WITH "SEWER CO"
ON COVER
�76" TOPSOIL OVER (TYP)
6" CONCRETE COLLAR,
SECTION 6" SANITARY SEWER CLEANOUT 4
NONE C201 C5 3
C522
MICROBOX
R146.
SANITARY SEWER NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT
AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
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 OF PUBLIC WORKS AT 235 -2620. ALL STREET
CLOSURES PARTIAL OR FULL, SHALL BE 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.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPLE WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY
OF RENTON'S STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION.
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 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 PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
INCHES. MAXIMUM DEPTH OF 8 INCHES. THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY,
UNDER PAVED SURFACES 90% ELSEWHERE. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL
BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY 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 TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13, DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION AFTER THE 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 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE AS NOTED ON SECTION A SHEET C522.
16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 52, POLYETHYLENE ENCASED PER SECTION 02732 OF THE
SPECIFICATIONS.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
'I8. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT. (WISHA)
19. ALL TRENCH BACKFILL & BEDDING FOR SIDE SEWERS IN THE PUBLIC RIGHT —OF —WAY SHALL
CONSIST OF 5/8" MINUS CRUSHED ROCK.
NOTE:
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S RECORDS.
ml
RECORD DRAINGfl
S. t /2, SAC 2, T. 23N., It 4E,Y..
KCL, /1 1.30.94
I ® I I I® I I I I® I I I I I II I
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
20' 10' 0 20' 40'
SCALE: 1 " =20'
NOTES:
i. FOR GENERAL DRAWING NOTES AND
SYMBOLS, SEE SHEETS G4 TO G5.
?. FOR GENERAL SANITARY SEWER SYSTEM
NOTES, SEE SHEET 3C81.
3. FOR SANITARY SEWER SYSTEM DETAILS,
ry^
CAA/07.13.94
i r Ai
8 17 18 15 14 13 12 11 10 9 8 7 6 MiCROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2
46 0 0 4
i � o
0
M
25-02-,I W
FINISH FLOOR = 18.50
z
i STUB-i-_ I '
CONNECT NEW 8" SS 'TO
EXISTING 8" -
12LF ti 8" SS ® 1.0% I I
MH- I
I.::}N::.C� ::TE1
I. tN Ca?
.78
LE
LE
CINDER MAINTENANCE r I Ri ..EL;; =:48.
STRIP 0:..:.::
200' ZONE OF ' LE. O T =3.56 _ I
RIM E =19.16 ® ._
N 73,2ao I, SHORELINE JURISDICTION N 731 7.1 -� IH 73,200
E 5¢11 .3 EXISTING ETRO SS
6'W f I $ MH #R18- I o SS MH
EXISTING _ ! �_
U.S. WEST x x x x x X X - FH x c _. r � q: I- j ._ _.__ ASF__ . CONC. WALK
-- - -- -- COM i(" PRQVEMENTS }
MH T -127 SS MH IM- - -- I / ____.. -.
-- - DUCTBANK _- -
I ' 7 _..__.. - -* - .x __ . --- � - _.r ` g ��P�`L _ v ® `'a CONNECTION TO
7 3 8" SS _ - - - - -- -- _ -- - -
- - - - - -- - -- -- - -
- __ _ �� - E MH ON
F � � � EXISTING - _.. _ -. -t_ M H i <v ..- M�� I
_ --__- -� _ - _._ ECB _ i4 �I r- -_i/ - I - - -- 048 \ +
X6 S U
SD 1 f1R" PIPPI IAIF 19 YCB I f I �'- MH -C J
zMH M _ 8" SS_ 33 +00 ( ;I I.E. IN W =4.129 � EXISTING SS UNDERGROUND
I �! 34 .43 LE. IN (sw) =4.29 GAS LINE
°I 32 +00 12" W �' - l I.E. OUT =4.11821 ------------------------
I
_------ - - - - -- - - - - - -- f------ - - - - -- MH - - - - - - - - - - - - - - -- - �I- - - -� -- 1-
i
i 12' W I - +33.7% - - -- ''�I N N 12 -'N � - -
48" SD 32 - • ; ;j E= fT'„I - - - - - -- -- ----------------
._.� _..
•- � I - i - r.-- _- ..___ -.._.. ARV
I
CB - -- - --- - - - - -- --
_ _x00 _ Tr
....__...� I I
I �. // E` I/ \� I. i i 4
L___�- __ __ I it
-
RE ORD. N0. - - -- - -- -- -- -- I s /) i 'AS M - -J
8' IRR I I 'S, /I HOMMN it II I I .............
Ouu"Hq 10" F
L 12 "F EASE_ - -J -- - -- I 1I I r I 5
ELECTRICAL DUCTBANK B ELECT ICAL DUCTBAN 8 I S EEC I i !� I I i- f- r
Y 4 UTILIDOR / //; / ;\ C.7 o
N 73035.00 3C9 3C80 N 73035.00 c�,� 6 i I I
_ T`(P COMMUNICATION DUCTBANK I.E. =9.46 / /,��,'h ® I' ' I - I 'o I I 7.
:.'.' W .... .
I �:...:.
CB CB CB MH CAB CB a / /MH / ^® MHMITIE U::..:.
12 7SD . o / M �, I, I jl z I m
ELECTRIC DUCTBANK A / -- ------ ' I I J' :.0 8.
/ EL CTRICAL DUCTBANK A
298LF 8" DIP SS ® 0.58% "PRIVATE' -- - -- I, ; w ! m...:.
+ + r 0 MH -2A x :
12" RWL
MH / MH I _I I ; Z:::::
10.6LF DIP SS ® 1.00 -PRIVATE'
10.6LF DIP SS I
o .....
CO CO CID 1 n IT S T
� 3 50% °PRIVATE"
F. 611,352 , I i
POC 1 -05 & CO 5 POC 1 -06 & CO 6 MH #3 (48" STANDARD MH CB I III
N 73025.00 N 73025.00 2 I g TR UIT ITV ESI�T
N 73,000 E 53723.00 E 53868.00 & BACKFLOW PREVENTOR z ; i ; A.F s�9 s8s ' N 73,000
LE. =10.41 LE. =9.62 3C9 3C82 N 73035.00
RIM EL.=17.61
RIM EL. =17.61 TYP LE51N?8 84 y m I j I 7.�,
I.E. OUT =8.40 J z z �I I !
RIM EL. =17.4f a m m I I I
SEE TYPICAL 48" z ° I II '
STANDARD MANHOLE ° CE 3: I -
DETAIL 3C9 3C82 1 = I !
RAN
SEE BACKFLOW
PREVENTOR DETAIL 3C 9 3C81 w
O -- 3 i�
5 0 1 U ELEC ;I I
2
I �I
ELECTRICAL DUCTE ANK _B_ _ _ _ _ _ ! _ MH-30
FINISH FLOOR = 18.50 --------
ELECTRICAL DUCT ANK A_ _ _ _ _ _ EL 'il I I I
Ce® i II
I II
N III
00 o i C I l I o\
II # N
� I
l'ARV r
RECORD DRAWING
Lmmmmmmmmmmmmmmmmmil
- ?7
20' 10' 0 20' 40'
SCALE: 1"=20'
NOTES:
FOR GENERAL DRAWING NOTES AND
SYMBOLS, SEE SHEETS G4 TO G5.
FOR GENERAL SANITARY SEWER SYSTEM
NOTES, SEE SHEET 3C81.
FOR SANITARY SEWER SYSTEM DETAILS,
SEE SHEET 3C80 TO 3C82.
FOR SURVEY CONTROL SEE
SHEET G5.
ALL PIPE LENGTHS ARE HORIZONTAL
DISTANCES FROM CENTER OF STRUCTURE
TO CENTER OF STRUCTURE.
SANITARY SEWER PROFILES- ARE
SHOWN ON SHEETS
3C60 TO 3C61.
SECTIONS OF THE SANITARY
SEWER MAIN ARE DISTINGUISHED BY
"A THROUGH C" DESIGNATORS.
POINT OF CONNECTION TO WORK BY
OTHERS IS MH -C AND MH -3 THIS
SHEET.
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUILTS.
JLP/07.13.94
18 17 16 15 14 .13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 13 19 20
R146
0 1.73% "PRIVATE' ® 1.12% "PRIVATE' @ 2.27% "PRIVATr'
,RECORD DRAWING
20' 10' 0 20' 40'
SCALE: 1 " =20'
NOTES:
FOR GENERAL DRAWING NOTES AND
SYMBOLS, SEE SHEETS G4 AND G5,
FOR GENERAL SANITARY SEWER SYSTEM
NOTES, SEE SHEET 3C81.
FOR SANITARY SEWER SYSTEM DETAILS,
SEE SHEET 3C80 TO 3C82.
FOR SURVEY" CONTROL INFORMATION.,
SEE SHEET G5.
ALL PIPE LENGTHS ARE HORIZONTAL
DISTANCES FROM CENTER OF STRUCTURE
TO CENTER OF STRUCTURE.
SANITARY SEWER PROFILES ARE SHOWN
ON SHEETS 3C60 TO 3C61
SECTIONS OF THE SANITARY SEWER MAIN
ARE DISTINGUISED BY "A THROUGH C"
DESIGNATORS.
POINT OF CONNECTION TO WORK BY
OTHERS IS MH -5. CONTRACTOR TO
COMPLETE DROP CONNECTION TO METRO
72" SS.
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S RECORDS,
00 EMIR 4
amml
®Ina�IM-
KEY PLAN
SCALE: NONE
S. 1 Z SEC. 24, T. 23N, . 4E, W.M.
KCL /06.30.9,
I I I I % I Al I I I A I I I A I A _ I I A I I I A I i 1
18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 00 Ag"'
Ew
6 7 1 9 11 11 12 13 14 15 11 17 i8 19 20
R146
o -- a CB = '
I� �_ a
it
COvT -� M?_ �;. Ii j / /i \ \ //: i COMM 1 i
w I r1 i 1 w= -
- - COND i
mr-
I t Y'
r
..i- - -
POC 1 -11 & CO 1 i N 72534 03 ± - .,-� -i
N 72527.00 I o i! i s I ] ? "" / E' j'
E 53892.00 I { I lm m
E 53831.00 — U) _ I.E. =9.67 �[I I i ; 1Ip N 1 i ARV I v: .� IF
I.E. =12.75 ! N 1.1 ! ;; O J i J io �S I 1
T I I` t- CB �1 5 1 n
RIM EL = 18.1i 61.5LF 8" DIP SS a E U, i, 1 1 °
I I � I
CO €® 5.00%' °PRIVATE`: a I€ (j DIY' _I i� .0 i fl 1 W 1
iy ° I I N I€ I MH1f, 1m F I� m -s; 'I
25-01
L o i
OD ° € I` I 1 I w� E i I 1 O 1 200' :ZONE OF
II_ �, Il ? ;� I I� ,LLi II ; 1 S I SHORELINE JURISDICTION
iii. MN ,li i i 1 1 II °E �i II II !I I I I I
FINISH FLOOR = 18.50 # o c�i N\ I I i I I o I I I o 1 j;' ! i 1 I 1
i ffll n® MH 6 i i t i l N j �i 1 a € I N
r----- - - - - -� _- (48 SHALLOW T .;E A MH) 4 i I rot NI I ZE
BY CST( BLDG h YI !
POC 1 -12 & CO 12 3:82
/ I N 72458.00 i€ 3C19 E i
I CONTRACTOR I N 72458.00 # �? = / STA E 53892.00 o f .I } I I
On
----- - - - - -J E 53831.00 3 +00 H.E. IN =11 39. �1
I
I.E. =12.00 � ; I.E. OUT -11 �� 't
RIM EL. = 18.1t % COMM r�. __ - ._6 SL ; I I i � It
_ � `RIM EL. =16 6,t -I - _ _ __.!r_ It I; 1 i � ! i 1 V I >
TEND STA "Er �� 1 S `; CB j 6" SID tl CB 1 1 I` i + I I I {
I
CONDUITS CB I 12" BUMP ( i "I /
i 3 +06 DRAIN i 1 E I c .., -,- Z
H F ELEC I� `r� GRIT REMOVAL j i ICE € €. EC� H1 B I I it!
ELEC H -2E iCONDUITS #' ( CHAMBER 1 GRIT kM�,V L �I �' E; /I I It 1
I jlCiAM3ER'
- It I/
N£ I# IEN =_I22_ L.561 - EVEC f kl= K !
! Z'.1 i_ Z mm' _. ! '_1 l__ �_ ti ! N I �f UITS f €� si' I RV{ _ 1
r - _ '
I _._ 01 I IT3 'f z_
_ 1 F HI MH I I , 1
12" RWL MH i I 1 . ? i,� o �i n #; I C I '' o / F fE�gf
_
PW --`' ELEC HH -1E
Lj
TIF r CE-t ° { I I ; COMM -`"`` -- .:,."•.., i I' -,.� I n i rf t 1 1 I i --
r 1 a K ;� / in I I CONDUITS 0 -MN rol I�SIr: I PIMP
�- «r ` 1 { i �COMM HH -1E I I� `� i VAULT
-�7� � �-_..,_....f_�.e���i� I i � 1 I I I ��-��_ ;t1 %� r `• i I� €
ELEC HH -3E- � I
y
��'l— i I I l i f• I I CB, \.1 I I,r
F I 1113Y CSTC SITE i
1 I- 1 i 1 1 CONTRACTOR ;ELEC. ice
(�---- - - - - -- I 1CONDUITS'.I
i I ' I mo. 1 i 1 I I
i I [� I s il, � Imo' i `�
k 1 I CB 1
`i� t
1
_ �xl t 1 Ifj O- j
�, _x___ jR
!- i --1- 6
ELEC j. — I I f r f / !� fj I I to ' ;
I I CONDUITS j
�r f 6'y s. - - --
------------ - - - - -- ---- - - - - -- ' CD7FVV - - - - -- - -- ( - -- -- ; = - -- - -- -- --1-r - - - -- — — — —
I I I 1 I Nl 1
L /�" f /f f i -1 �_ j/ `�I
CONDUpFS 17.,W1- ~� `z I i O1I I 201{ I C�
/ I I
------------ - - - -[- - - - - -- �- - - -- - - - - - -- --- - - -' -- - -- - - - - - -- - - -- - - `Z
If 4_4+_ -� —�H ;-4-4
-Z
I F- - - - - - -- T - / i OMB
N LIT
1 j i I �!!`�r f w
M H; --
i S .,
I f J �;/' Y I f' ;rr 1 r t t 1 f,
8f t LLB \ i D
I"f S d PROF
O H �'(. I Zjp I t_�~ err ",' jr,'f` psi SURF
I /
.. (V ...............
POND ' N" ;..... I ..' ...............'.?.'
i SECOND STAGE WET POND .. .. • .~ FROPO D I
/ WATE i l ...............'.' ._' i 1 _..� ._. 48° i
€ PROPOSED WATER L .............. ; SD
I
✓ ......................I..' SU ACE I ..I.'.'.'.
x o ..'.'.' SURFACE �L.= 10.00 - .. o .. % l s
/ IMH.._ ......o .... .. ...... POND BOTTOM= 6.00 o E . = g .'...I i 6j� �i o i
........ ......................... f / f S:
.... �. ... .. ...............'.� ` ' HEADWALL TO
::: : -- ; 1 �. �.
i ..........'.� ............... ............................. ' ...' F.'.'.'.j.'.'.' 48" CULVERT T s
/
11-
d o, 4
5.
N
20' 10' 0 20' 40'
SCALE: 1 " =20'
NOTES:
FOR GENERAL DRAWING NOTES AND
SYMBOLS, SEE SHEETS G4 AND G5.
FOR GENERAL SANITARY SEWER SYSTEM
NOTES, SEE SHEET 3C81.
FOR SANITARY SEWER SYSTEM DETAILS,
SEE SHEET 3C80 TO 3C82.
FOR SURVEY CONTROL INFORMATION,
SEE SHEET G5.
ALL PIPE LENGTHS ARE HORIZONTAL
DISTANCES FROM CENTER OF STRUCTURE
TO CENTER OF STRUCTURE.
SANITARY SEWER PROFILES ARE
SHOWN ON SHEETS 3C60 TO 3C61.
SECTIONS OF THE SANITARY SEWER MAIN
ARE DISTINGUISHED BY
"A THROUGH C" DESIGNATORS.
RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUILTS.
'"f - ff- 33UU U."11on Point
Kirkland, WA. 98083
O O R P O RATION (206) 822 -3300
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
iRECORD DRAWING! CSTC SITE DEVELOPMENT
SANITARY SEWER PLAN
GRID 19
2 IRECORD DRAWING J.D.C. 06.15.94 DESIONED:C.L.D. DnTE: 05.06.92 FHE NAME: C51`00 06
1 1 INCORPORATING RENTON COMMENTS J.D.C. 10.08.92 DRAWN: D.M.D. nxc No.
y ISSUE FOR CONSTRUCTION J.D.C. 10.08.92 CHECKED: J.D.B. scALE: 25.YD -3C19
r w ® s NO. REVISION HY APPR. DATE APPROVED: SHEET: OF:
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1 -11 TOY #7
61- 6.LF -8" DIP ® 1.53%
106 LF -8" DIP @ 1.24%
SEE SHEET 3C19
_SEE SHEET 3C19
1 -09 TO MH: #5
3014
-
I 1 -08 TO Y: #5
1 07' TO MH #4
NOTES:
SEE DETAIL 3
SEE SHEEP
SEE SHEEP 3C14
_
SEE SHEET 3C14
3C6 3082
1. FOR TYPICAL TRENCH SECTION,
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243.37 LF -8" DIP: ® 0.5%
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T I SEE DETAIL 2
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t- 3C6 3C80
LMH #5 TO MH #7
I I 5.
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SEES HEET 3G14
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L J- 5
- -
Carillon Point
:.. Kirkland. WA 980 3
c o 110 RATION (206) 822-3300
CITY OF REN ON
- - - - - -
- - -
- -
-
®R�COR® DRAt/q►ING ®
j
DEPARTMENT OF PUBLIC WORKS
CSTC
®
1 e
SITE DEVELOPMENT
SANITARY SEWER PROFILES
SHEET 2
2 RECORD
DRAWING
J.D.C.
06.15.94
DESIGNED:C.L.D.
DATE: 08.02.91
FHE NAME: C81`00614
1 INCORPORATING
RENTON COMMENTS
J.D.C.
10.08.92
DRAWN: R.K.L.
n c Q.
WW — 17_109/
ISSUE
FOR CONSTRUCTION
J.D.C.
10.08.92
CHECKED: J.D.B.
scALE:AS SHOWN
25 YD-3C61
NO.
REVISION _
BY
APPR.
DATE
APPROVED: o me K 01101. ... ^.^
SHEET: OF:
I I I I I I I& I I I I A I
18 17 16 15 14 13 12 11 10 9
I I A I A
8 7 6
I I A I I I I I
6 7 8 9 10
JLP/07.13.94
11 12 13 14 15 16 17 18 19 20
6" MINA
r
EXISTING MANHOLE
6" MIN
PLAN
DIP TEE CL 52
ONE LENGTH OF DICTILE IRON �� EXISTING MANHOLE
PIPE (CLASS 52) TO SOLID
BEARING WHEN SPAN IS
MORE THAN 4' 1/2 BLIND FLANGE
AS DAM
DUCTILE IRON PIPE
AWWA C 151 CL. 52 POINT OF CONNECTION
(CSTC SITE MATERIAL) � NO HUB CAST
PLASTIC FILM WRAP TO !RON
—EXTEND TO COVER / (CSTC BUILDING
CONNECTION COUPLING \ / MATERIAL)
SANITARY
CLEANOUT SEE DETAIL �I - - -
m ¢I
3C80 3)80
FLEXIBLE
5
'
TYPICAL WY,-
EDGE OF
_ 8" SITE SANITARY _PROPOSED PROPOSED
END BEND
CONNECTION
SEWER /� \
\, / BLDG PIPE BUILDING
CL 52
SEE DETAIL
.r
'
3C80 3C80
J/ 2 7x4" STUD SERVICE MARKER
BUILDING
POINT OF SEWER
UP TO 6"4 PAINT UPPER PORTION WHITE
IDENTIFYING
COORDINATES
0' -8"
CLEANOUT AND STENCIL ON SIDE
BACKFILL WITH
t •. WORDING "SEWER" WITH 3"
8" 45 FULL WYE
0' -11"
HIGH BLACK LETTERS.
^
COMPACTED A IEKIfiL
\
'- -POINT OF CONNECTION
DETAIL
8" SITE SANITARY SEWER COORDINATES
8" SANITARY
AS DIRECTED BY
ENGINEER
�- POINT OF CONNECTION
SEWER
SEE DETAIL 4
3CI41M
3C80 3C80
DETAIL TYPICAL WYE CONNECTION 3
°
EXISTING MH SHALL BE CORE
SCALE: NONE 30,3C14,3C80 3C80
DETAIL BUILDING SEWER CONNECTION
SCALE: NONE PLAN 3C80 3080
DRILLED FOR KOR -N -SEAL BOOT
6" MINA
r
EXISTING MANHOLE
6" MIN
PLAN
DIP TEE CL 52
ONE LENGTH OF DICTILE IRON �� EXISTING MANHOLE
PIPE (CLASS 52) TO SOLID
BEARING WHEN SPAN IS
MORE THAN 4' 1/2 BLIND FLANGE
AS DAM
DUCTILE IRON PIPE
AWWA C 151 CL. 52 POINT OF CONNECTION
(CSTC SITE MATERIAL) � NO HUB CAST
PLASTIC FILM WRAP TO !RON
—EXTEND TO COVER / (CSTC BUILDING
CONNECTION COUPLING \ / MATERIAL)
SANITARY
CLEANOUT SEE DETAIL �I - - -
m ¢I
3C80 3)80
FLEXIBLE
'
JOINT DIP
La
I I
CL 52
A*
B*
C
D
° Of
w w
0' -4"
0' -4"
0' -8"
0' -8"
BACKFILL WITH
0' -6"
0' -6"
0' -11"
^
COMPACTED A IEKIfiL
*
-- NOMINAL SIZE
DETAIL
POINT OF CONNECTION
4
AS DIRECTED BY
ENGINEER
3C,3C8 3C80
3CI41M
MIN
I
°
EXISTING MH SHALL BE CORE
DRILLED FOR KOR -N -SEAL BOOT
(DISTRIBUTED BY P.I.P.E. INC. -
CEMENT CONCRETE
TACOMA, WA)
CLASS C BLOCK
POURED IN PLACE'
DIP 99 BEMD
CL 52
\ \i \ \ \•�`
TYPICAL MANHOLE
FOUNDATION CONSTRUCTION
ELEVATION
DETAIL
DROP CONNECTION
Z
SCALE: NONE
DUCTILE IRON
3C60,3C613C80
ROMAC 501
COUPLING OR C
APPROVED EQUAL
i
D 1' -4 ! 5' -0"
DUCTILE IRON
'
REDUCER /INCREASER
J
La
AWWA C 151 CL. 52
<
A*
B*
C
D
° Of
w w
0' -4"
0' -4"
0' -8"
0' -8"
n z
0' -6"
0' -6"
0' -11"
*
-- NOMINAL SIZE
DETAIL
POINT OF CONNECTION
4
SCALE: NONE
3C,3C8 3C80
3CI41M
MAX ANGLE W \0
25' CONC BLOCKING
HORIZONTAL
2% MIN SLOPE
8" SANITARY SEWER
DETAIL TYPICAL BUILDING SEWER cJ
SCALE: 12 "6" 0 1' 2' 3' 4' 5' 3C8C 3C80
SCALE: 1/2"=l'-O"
U)
of m
Ll g
u- U)
0
w 0
00
0J
ww
V " RAISED LETTERS
WER" FOR SANITARY
SEWER
I
A
3C80 3C80
DETAIL CLEANOUT RING & COVER 6
SCAM NONE PLAN 3C80 3C80
10 1/2"
I
6
_— N
M I�
to —�
M
SECTION CLEANOUT RING & COVER A
SCALE, NONE 3C80 3C80
CAST IRON RING AND
COVER, COVER SHALL
2' -0"
/—HAVE WORDING "SEWER"
FOR SANITARY SEWER
10 1/2' SEE DETAIL
4I 3C80 3C80
a
6" TOPSOIL OVER (TYP)
1 -
�± CONCRETE COLLAR
CAULK
AROUND
PIPE
NOTES:
6" CLEANOUTJ 1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUILTS.
45' (1/8)
8 "x6" 45'
WYE —�
ORIENTATION OF WYE
�. VARIES. SEE PLAN SHEET
8" DIAMETER �` 8" DIAMETER
SANITARY SEWER �\ \�� SANITARY SEWER
BUILDING PIPE
DETAIL. TYP SANITARY SEWER CLEANOUT %
SCALE: NONE 3C8,3C74,3C80 3C80
S. 1A SEC. 24, L 2M., R 4., W.M.
® RECORD DRAWING i
CAA/07.13.94
I ®I I I I ® I I I® i
18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2�
R146
ASPHALT CONCRETE (3" MIN) _FINAL JOINT MUST
REPLACEMENT PATCH TO BE
1" THICKER THAN EXISTING \ BE SAW -CUT
ASPHALT CONCRETE , KOR -N -SEAL BOOT SANITARY SEWER NOTES:
(TYP) (DIST BY a2Cr ' I.D. MANHOLE
P.I.P.E Inc. 1. ALL WORK SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT
/i / /'- - TACOivIA WA.) AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
EXISTING ASPHALT /
CONCRETE it - Cr MIN CRUSHED SURFACING \ CHANNEL 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
TOP COURSE HECK VALVE UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET
I - CONTROLED DENSITY CLOSURES PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE.
TIDE FLEX BACKFILL (CDF) -SEE NEL WIDTH) THE POLICE DEPARTMENT FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
SPECIFICATIONS CHECK VALVE
(OR APPROVED 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOP. MUNICIPAL PUBLIC WORKS
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE EQUAL) EDITION (APWA) STATE CHAPTER PUBLIC WORKS ASSOCIATION, LATEST
MIN 4" ASPHALT CONCRETE FINAL JOINT MUST NOTE: MH #5 WILL 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
(2 LIFTS) BE SAW -CUT HAVE 3 TIDEFLEX PLAN 8" D! PIPE TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
CHECK VALVES.
EXISTING ASPHALT - 1 -1/?" MIN 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
CONCRETE -- - - - -1 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(GREATER THAN r - -T (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S
3 THICK) r MOUNTED RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
11 // �A /i /.'/, ;r GRIND EXISTING STAINLESS STEEL
ASPHALT MERCURY LEVEL
`I CONTROL, ELEV 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
6" MIN CRUSHED SURFACING L, dl COMPACTED CRUSHED TO EMCS 13.50, L, SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
TOP COURSE I I`, ROCK BACKFILL
�IL=11 AIL_ EMCS 5 "0 FLOAT PEABODY BARNES
III_ _!IE:I 25 -02 N0. 75327, OR 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
BLDG APPROVED EQUAL TO ANY CONSTRUCTION.
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE KOR -N -SEAL BOOT 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
( OFFSET JOINT) (TYP) ('DIST BY 1" MOUNTING NEW 4' I.D. MANHOLE
P.I.P.E Inc. PIPE 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
TACOMA WA.) FLOW CHANNEL
1. SEE SECTIONS 7 -18 AND 2 -09 FOR PATCHING AND BACKFILLING SPECIFICATIONS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE 13ACKFILLED AND PATCHED WITH 49L�j= T D.I. PIPE WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION IS
GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER. TIDE FLEX 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6
3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN CHECK VALVE INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.
(2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA. (OR APPROVED THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE
4. SAWCUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE -HALF EQUAL) OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
THE DEPTH OF THE EXISTING SLAB.
5. COMPACTED GRAVEL BACKFILL CLASS "B" MAY BE USED UPON APPROVAL OF THE 5" (MIN) -
ENGINEER ON TRENCHES OVER 200 FEET IN LENGTH. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
SECTION CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW
PAVEMENT PATCHING DETAILS IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A
DETAIL BACKFLOW PREVENTER 2 PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
SCALE: 3C813C81 SCALE: NONE 3C9 3C81
3C14 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
SUBGRADE ELEV FOR MATERIALS
OVER SUBGRADE SEE SHEET 1C82(G).
SUITABLE ACTUAL SIDE SLOPE
BACKFILL MAT'L BY CONTRACTOR
(S1, F1 OR F2)
VARIES 4 " -6" (MIN)
COVER TO FINISH GR =I I 1 =� I I -I ��:I�� =�- =H ` WARNING TAPE
GREEN & WHITE STRIPED
BEDDING AND INITIAL
VARIES 6" (MIN) BACKFILL TYPE F3
FOR RIGID PIPE &
TYPE F4 FOR
,�✓ / / / /i/ / /i / / /i //
FLEXIBLE PIPE
4! D <= 27 ") �y /i� i. / / / i ; °� i i / / i i /� WORK BEDDING UNDER
6" (WHEN D >- 30 ") � / / / / / ! / i /�! PIPE HAUNCHES FOR
FLEXIBLE PIPE
NEW PIPE DIAMETER
UNDISTURBED CUT OUT SOFT AREAS
SUBGRADE 6° MIN 6 MIN 12" MAX DEPTH BACKFILL
W /F2 TYPE MATERIAL
TRENCH MAX WIDTH
36" (WHEN D <= 15 ") OR
r
1.51) + 18" (WHEN D >= 187)
SECTION SANITARY SEWER TRENCH A
SCALE: NONE 3C8,3C60,3C61 3C81
TRENCH NOTES
1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN
THE CONSTRUCTION EASEMENT AND AS DETERMINED BY
THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS.
TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
THE CONTRACTOR'S RESPONSIBILITY.
2_ THE CONTRACTOR MAY USE ANY OF THE INDICATED TYPICAL
TRENCH SECTIONS FOR THE EXCAVATION OF ALL SANITARY
SEWER WORK UNLESS OTHERWISE NOTED.
3_ THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION
SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR
THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS.
4. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED
IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS
DIRECTED BY THE ENGINEER.
5_ TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY
W.I.S_H.A_ PER CHAPTER 296 -155 WAC.
6. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES
AND TO 85 PERCENT IN LANDSCAPE AREAS. CDF BACKFILL & BEDDING
SHALL BE USED AT UTILITY CROSSINGS (5' EITHER WAY) AND AT
LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY
OWNER'S REPRESENTATIVE.
PIPE MATERIAL NOTES:
1. DUCTILE IRON PIPE: ASTM A 746, CLASS 52 SERVICE TYPE, INSIDE
NOMINAL DIAMETER AS SHOWN ON PLANS, BELL & SPIGOT END.
2. DUCTILE IRON PIPE JOINT DEVICE: AWWA C111 RUBBER GASKET JOINT (PUSH ON).
3. PLASTIC FILM WRAP: WRAP PIPE & JOINTS IN ACCORDANCE WITH AWWA C105.
4. POLYVINYL CHLORIDE (PVC) SEWER PIPE: ASTM D3034 SDR 35.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 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 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 52, 02732 POLYETHYLENE ENCASED PER SECTION
OF THE SPECIFICATION.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
18. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT. (WISHA)
19. ALL TRENCH BACKFILL & BEDDING FOR SIDE SEWERS IN THE PUBLIC RIGHT -OF -WAY SHALL
CONSIST OF 5/8" MINUS CRUSHED ROCK. NOTES:
S-8111071
1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUIL.TS.
i RECORD DRAWING
S. 'A SEC. 24, T 21, � 4., W.M.
CAA/07.13.94
I I I I I i I I I f
f f I A I I I I I &I I
f f f gf f f I � f I i� f � <_ _.
18 17 18 15 14 13 12 11 10 9 8 7 6 MICROBOX 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
R146 1
FOR 5/8" -11 N.C.xl 1/4"
SS SOCKET HEAD CAP SCREW (3 REQ'D)
A B
2" (TYP 8 PLC'S) : -TYP NON -SKID
�' PATTERN
ERN
A F B
1 7/8"
(NP) - 2" RAISED LETTERS
1/2" CORE 'SEWER"
(TYP)
DRILL & TAP 5/8" -11 N.C. 3/4" CORE (TYP) -\ UNDERSIDE SHOWN
ON 23" B.C. (TYP 3 PLC'S) ON 23" B.C. FOR CLARITY
FRAME (LOCKING) COVERCOVER(LOCKING)
PLAN PLAN
26 3/8" PROVIDE GASKET TO MAKE AIR
25 1 4" /-& GAS TIGHT AS- REQUIRED. NON -SKID
24" 1° PATTERN
1 3/8'
5/� 3/8*-! i
�6„
23 1/4° 3/4" 1" SEAT - --I �-- 2 1/2 "I' 1-2"
33 1
SECTION A —A SECTION B —B
SECTION SECTION
DETAIL LOCKING MH FRAME & COVER 1
SCALE: NONE 3C82,4C85 3C82
I
m A
\ -GROUT
BOTH
PLAN VIEW SIDES
TOP NOT SHOWN
2470 LOCKING FRAME &
COVER AIR & GAS TIGHT
ADJUST TO 3 PLCS. SEE DETAIL �1
VENT PIPES GRADE A 3C82
TO BLDG -
ROOF (3 "0)-,
FINISH GRADE f
CLEAR ACCESS
r✓ 24'
OPENINGS
T-
MIN
�'-
GROUT BOTH
SIDES •�
SCALE: NONE
- _
1
CONE
'° #4 12" OC
PRECAST BAFFLE
MORTAR JOINTS
4" THK
I
m A
\ -GROUT
BOTH
PLAN VIEW SIDES
TOP NOT SHOWN
2470 LOCKING FRAME &
COVER AIR & GAS TIGHT
ADJUST TO 3 PLCS. SEE DETAIL �1
VENT PIPES GRADE A 3C82
TO BLDG -
ROOF (3 "0)-,
FINISH GRADE f
24 °x6" FRAME & LOCKING LID
`SEE DETAIL j
/ 3C8 3C82
r✓ 24'
GREASE INTERCEPTOR NOTES:
PRECAST BASE SECTION
MIN
�'-
OR CAST IN PLACE ANY
SCALE: NONE
''°
1
CONE
'° #4 12" OC
NI a
MORTAR JOINTS
EACH WAY
BE CAST IN PLACE TREMIE
STEPS #8 DEFORMED BAR, SEE DETAIL 2
j
PLUG.
STEPS SHALL BE INCLUDED 3C821C82(D)
j
48„
TO OUTLET
SCALE: NONE SECTION
F SEE NOTE 3
24 "x6" FRAME & LOCKING LID
z
JCORPORATING RENTON COMMENTS
PRECAST SECTION MANUFACTURER'S
6" MIN
STANDARD REINFORCEMENT. CAST
0
_
iv
IN PLACE #4 BARS AT 12" OC EA
I
co
WAY
r`
i
6 1/2"
I
i I
I
MAX PIPE SIZE -21" I.D.
d
i d
3. WWF ASTM A -185 GRADE 65.
I
'fl
LADDER -STD ALUMINUM
g'
(D
OR GALVANIZED STEEL
MIN
j
°o
o
c3
w
1
CONCRETE SHELF
MORTAR
FILL T
V)
z
ADJUSTING RINGS
OR BLOCKS
AS REQUIRED
PRECAST VALVE o -
CHAMBER CONE °
RCP OR EQUAL ADAPTOR
° COLLAR
RUBBER 8 "/12" PIPE
GASKET °
d r
`
GREASE INTERCEPTOR NOTES:
PRECAST BASE SECTION
MIN
�'-
OR CAST IN PLACE ANY
SCALE: NONE
''°
MANHOLE 9' -O" OR MORE
S. 1112, SEC. 24, L 23N., R. 4E., W.I.
'° #4 12" OC
BELOW FINISH GRADE SHALL
3 "0 INLET
EACH WAY
BE CAST IN PLACE TREMIE
cv
DEPARTMENT OF PUBLIC WORKS
® RECORD DRAWING m CSTC SITE DEVELOPMENT
SANITARY SEWER DETAILS
PLUG.
SHEET 3
DETAIL STANDARD MANHOLE
SANITARY 2
TO OUTLET
SCALE: NONE SECTION
3Ca,3C9,3C14 3C82
24 "x6" FRAME & LOCKING LID
I
LJ
JCORPORATING RENTON COMMENTS
SEE DETAIL
I
3C82 3C82
ADJUSTING RINGS
OR BLOCKS
AS REQUIRED
PRECAST VALVE o -
CHAMBER CONE °
RCP OR EQUAL ADAPTOR
° COLLAR
RUBBER 8 "/12" PIPE
GASKET °
48,
POURED IN PLACE BASE
MANHOLE NOTES:
1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18"
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
2. MANHOLE RING AND COVER TO BE 24" CLEAR OPENING- EQUAL TO OLYMPIC
FOUNDRY CO. NO. MH30 WITH SOLID LID EXCEPT FOR ONE 1" DIAMETER LIFT
HOLE 8 1/27 FROM CENTER. COVER SHALL HAVE WORDING, "SEWER" FOR SANITARY
SEWER. MANHOLE LOCATED WITHIN EASEMENT AND CITY OF RENTON RIGHT OF WAY SHALL
HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY
NO. MH30 D /T.
3. MANHOLE SHOWN IS 48" INSIDE DIAMETER. 6" MIN WALL THICKNESS, TO ACCOMMODATE
SEWER PIPE THROUGH 21 ". 72" INSIDE DIAMETER MANHOLE SIMILAR, TO ACCOMMODATE
SEWER PIPE THROUGH 36 ". MANHOLE WALL SHALL HAVE NOT LESS THAN 0.12 SQUARE
INCH PER LINEAL FEET CIRCUMFERENTIAL REINFORCING STEEL BAR. ALL PRECAST
SECTIONS SHALL CONFORM TO ASTM C -478.
4. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C -443
SPECIFICATIONS.
5. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME
OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED.
6. ALL PIPE THROUGH MANHOLE WALL SHALL HAVE "0" RING RUBBER GASKET, IN A
MANHOLE COUPLING CONFORMING TO ASTM C -478 SPECIFICATIONS, JOHNS- MANVILLE
OR EQUAL. FOR CONNECTIONS TO EXISTING MANHOLE, THE MANHOLE WALL SHALL
BE CORE- DRILLED. A FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE
INSTALLED.
7. PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOWING:
ASSOCIATED SAND AND GRAVEL
PIPE, INC.
SHALLOW MANHOLE NOTES:
8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL _ 2
SC82 1C82(D)
9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
11. OPENING SHOULD BE ON DOWNSTREAM SIDE.
12. CONTRACTOR SHALL PROVIDE CALCULATIONS DETAILING A MINIMUM OF A 1.5 FACTOR
OF SAFETY AGAINST FLOTATION FOR ALL MANHOLES WHEN THE WATER TABLE IS AT
ELEVATION 16.4.
24"x6" FRAME & LOCKING LID
SEE DETAIL
3C82 3C82
1
4" MIN/
12" MAX
DETAIL EXTRA SHALLOW MANHOLE TYPE "B "J
SCALE: NONE 3C8 3C82
4" MIN -
o 12" MAX
d- XZ
I <� aQ.pa.
_ I_ I- 24 _ I
_001--
d M �h
N O
° N
w
4„ 54„ m
00
i
_z
d r
`
GREASE INTERCEPTOR NOTES:
MIN
DETAILSANITARY SHALLOW MANHOLE TYP "A" �F \
SCALE: NONE
1
NOTES:
S. 1112, SEC. 24, L 23N., R. 4E., W.I.
1 . RECORD DRAWING INFORMATION OBTAINED
1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH
3 "0 INLET
-
cv
DEPARTMENT OF PUBLIC WORKS
® RECORD DRAWING m CSTC SITE DEVELOPMENT
SANITARY SEWER DETAILS
SHEET 3
ny
J.D -C.
TO OUTLET
f'c = 4500 psi.
I.E. =9.37
Of
w
I
LJ
JCORPORATING RENTON COMMENTS
I I
PRECAST II
I
Q
Dec NO.
25.YD -3C82
_
iv
I.E. =9.12
2. REBAR ASTM A -615 GRADE 60.
co
0
BY
APPR.
BAFFLE 1 I
APPROVED:
i I
I
0
d
3. WWF ASTM A -185 GRADE 65.
I
'fl
w
o
(D
J¢ 4 1HK I I
0 TEE WITH Q
I I
i I
°o
o
c3
w
1
4. DESIGN: ACI- 318 -B3 BUILDING CODE
V)
z
1
`n
° SURFACE � I
°o
�O
1 I
`t
0)
ASTM C0857 MINIMUM STRUCTURAL DESIGN
EXTENSIONS I I
I I
I
Q
LOADING FOR UNDERGROUND PRECAST
CONCRETE UTILITY STRUCTURES.
m
I
5. LOADS: H -20 TRUCK WHEEL w /30% IMPACT
1' -0" TYP
PER AASHTO.
GROUT ALL
AROUND BOTH /
SLOT
I
6. FILL w CLEAN WATER PRIOR TO START UP
SIDES
OF SYSTEM.
7. CONTRACTOR TO SUPPLY & INSTALL ALL
PIPING & SAMPLING TEES.
SECTION A —A
8. GRAY WATER ONLY, BLACK WATER SHALL
DETAIL
GREASE INTERCEPTOR
3
BE CARRIED BY SEPARATE SIDE SEWER,
SCALE: NONE
4,000 GALLON CAPACITY 3C14,3C6?
3C82
yYWp_.i7o ?d7/
48,
POURED IN PLACE BASE
MANHOLE NOTES:
1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18"
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
2. MANHOLE RING AND COVER TO BE 24" CLEAR OPENING- EQUAL TO OLYMPIC
FOUNDRY CO. NO. MH30 WITH SOLID LID EXCEPT FOR ONE 1" DIAMETER LIFT
HOLE 8 1/27 FROM CENTER. COVER SHALL HAVE WORDING, "SEWER" FOR SANITARY
SEWER. MANHOLE LOCATED WITHIN EASEMENT AND CITY OF RENTON RIGHT OF WAY SHALL
HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY
NO. MH30 D /T.
3. MANHOLE SHOWN IS 48" INSIDE DIAMETER. 6" MIN WALL THICKNESS, TO ACCOMMODATE
SEWER PIPE THROUGH 21 ". 72" INSIDE DIAMETER MANHOLE SIMILAR, TO ACCOMMODATE
SEWER PIPE THROUGH 36 ". MANHOLE WALL SHALL HAVE NOT LESS THAN 0.12 SQUARE
INCH PER LINEAL FEET CIRCUMFERENTIAL REINFORCING STEEL BAR. ALL PRECAST
SECTIONS SHALL CONFORM TO ASTM C -478.
4. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C -443
SPECIFICATIONS.
5. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME
OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED.
6. ALL PIPE THROUGH MANHOLE WALL SHALL HAVE "0" RING RUBBER GASKET, IN A
MANHOLE COUPLING CONFORMING TO ASTM C -478 SPECIFICATIONS, JOHNS- MANVILLE
OR EQUAL. FOR CONNECTIONS TO EXISTING MANHOLE, THE MANHOLE WALL SHALL
BE CORE- DRILLED. A FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE
INSTALLED.
7. PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOWING:
ASSOCIATED SAND AND GRAVEL
PIPE, INC.
SHALLOW MANHOLE NOTES:
8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL _ 2
SC82 1C82(D)
9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
11. OPENING SHOULD BE ON DOWNSTREAM SIDE.
12. CONTRACTOR SHALL PROVIDE CALCULATIONS DETAILING A MINIMUM OF A 1.5 FACTOR
OF SAFETY AGAINST FLOTATION FOR ALL MANHOLES WHEN THE WATER TABLE IS AT
ELEVATION 16.4.
24"x6" FRAME & LOCKING LID
SEE DETAIL
3C82 3C82
1
4" MIN/
12" MAX
DETAIL EXTRA SHALLOW MANHOLE TYPE "B "J
SCALE: NONE 3C8 3C82
4" MIN -
o 12" MAX
d- XZ
I <� aQ.pa.
_ I_ I- 24 _ I
_001--
d M �h
N O
° N
w
4„ 54„ m
00
i
_z
CAA/07.13.94
I ALI I I I T I I I I _ I I I AL I I I I I I Ii I I I I I Ai 1
11 1 1 I g
8 17 16 15 14 13 12 11 10 9 8 7 6 MICROSOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Rl 46 iM 2
6"
MIN
DETAILSANITARY SHALLOW MANHOLE TYP "A" �F \
SCALE: NONE
3C8,3Cl9i3C82
NOTES:
S. 1112, SEC. 24, L 23N., R. 4E., W.I.
1 . RECORD DRAWING INFORMATION OBTAINED
evardrup 3300 Carillan Point
c o R P c RAT o N d, 083
(206) 822 -33 00
FROM CONTRACTOR'S AS -BUILI S.
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
® RECORD DRAWING m CSTC SITE DEVELOPMENT
SANITARY SEWER DETAILS
SHEET 3
'ECORD DRAWING
J.D -C.
06.15.94
DESIGNED: C.L.D.
DRAWN: T.R.B.
c
DATE: 02.08.92
FILE NAME: C8F00617
JCORPORATING RENTON COMMENTS
J.D.C.
10.08.92
scAZE:AS NOTED
Dec NO.
25.YD -3C82
3SUE FOR CONSTRUCTION
J.D.C.
10.08.92
REVISION
BY
APPR.
DATE
APPROVED:
SE=: OF:
CAA/07.13.94
I ALI I I I T I I I I _ I I I AL I I I I I I Ii I I I I I Ai 1
11 1 1 I g
8 17 16 15 14 13 12 11 10 9 8 7 6 MICROSOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Rl 46 iM 2
{ 8" SS -BY OTHERS !
I COORDINATE CONSTRUCTION SITE COMMUNICATIGNS AND ELECTRICAL
II ! WITH OTHER CONTRACTOR 44UCTBANKS -Yi OTHERS
it ¢OORDINATE CONSTRUCTION
E j WITH OTHER CONTRACTOR
Ii t �I
I , END OF PIPE
IE = 9.72 wI
i I STA 28 +50.7 471 LT I !
N 73176.58 I
E 53503.44
` (REMOVABLE CAP
FOR FUTURE CONIC) REMOV SSMH
_ G I
- - - - - - - - - - 36 LF 8" DIPS
! FIBER OPTICS AND TELE,= 'ON;: ONES @_2.1% � L
--- - - - - -- - - - -- -
f
a 1 SD 11X 12" SD-A a
i z
10" S
---------- -- - " --
,
7-- ----� -1 48° SD - ._.. _. - Ora--- - - - - -- - 8" SD
-------- -r�ID -
MH -A
DI \I r, _ jc co
- -1v
- r - - - -�-
-
20' 10' 0 20' 40'
SCALE IN FEET
I`fil-80
1. SEE SHEET 6 FOR SANITARY SEWER NOTES.
2. SEE SHEET 31 FOR SANITARY SEWER
DETAILS
3. MANHOLES PER STANDARD DETAIL, SEE
SHEET 31.
4. AS PER F.O. #76, END OF PIPE AT:
WEST BRANCH = 9.72
EAST BRANCH = 8.55
5. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUILTS.
WWIO - ?7 -2071
KCL/07.12.94
r r r r r r i t r i t r i$ r I -- - -- _-
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBBX
^r-2-
6 7 8 9 10 11 12 13 14 15 16 17 18 19
1R46
8" SS -BY OTHERS
COORDINATE CONSTRUCTION
WITH OTHER
CONTRACTOR
t
1
ND OF PIPE
I E = 8.55
TA 30 +41.56 47 LT
`r
11 73177.80
�i
53694.10
;)
N
t6
REMOVABLE CAP
I
U-1
OR FUTURE CONIC)
i
I j
(
W
�
i
=
(n
-0
36 LF
' DIP SS ® 2 1%
Lij
Ld
u�
g° SS
O
-
— -- - fk
12" SD
(
_
293 LF 8" DIP
O
-
o- -
" - -
--
- -- - --
-
___ - _31 --.o
D I
Ss @ 0.9%
�u
+
N
12" "N - - -
- Q
S FA j
0 +27.
cn
,_-
--
48" S
1 >
S.W. 16th STREET
z
J
RE'.'N0.
--
U
—
— —
8004280437
- -
--
Q
TEE 16 -2
IE
= 8.00
MH -B
ST 41.2 t 11' LT
RIM EL = 17.92
20' 10' 0 20' 40'
SCALE IN FEET
I`fil-80
1. SEE SHEET 6 FOR SANITARY SEWER NOTES.
2. SEE SHEET 31 FOR SANITARY SEWER
DETAILS
3. MANHOLES PER STANDARD DETAIL, SEE
SHEET 31.
4. AS PER F.O. #76, END OF PIPE AT:
WEST BRANCH = 9.72
EAST BRANCH = 8.55
5. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS- BUILTS.
WWIO - ?7 -2071
KCL/07.12.94
r r r r r r i t r i t r i$ r I -- - -- _-
19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBBX
^r-2-
6 7 8 9 10 11 12 13 14 15 16 17 18 19
1R46
Uj
200' ZONE OF
SHORELINE JURISDICTION r `0 { i ` I %
0
0 0 7
0
CO Lt
INSTA, NEW SS AT
clq
LOCATION OF EX SS
SS VH
AND RECONNECT. 10 LF},8- Dll� SS @ 1.0 10 En
ROW,
LF 8" DIP @1.5%
- - -- - - - - - - - -- L - - - - -- - - - - --
34
Lli
----- - - - - - - - - - - - - - -- - - - - - - - -
�7
f
VH
V6
LF 6 DIP SS 0 2.0T
Lj T T T
U) 0.8 SO klH--1 ISS 38+00
-j-29 LIF 9' DIP SS @ 08- 3 37+00
158 LF 9' DIP SS @ 1 -0 - - - - - c> - - - / % I k °0. �{ { i S.W. 16TH STREET
3+00
I �
STA 32+83.2 4�
0 El cu - - --
-- - - - - --
+ W
CIA STA 34 7 1 -------
"-w - - - - - - - - - - - -- - -------- - - - - -- L 7
7'
CHP T--
H. . . . . .
- - - - - - - - - - - - - -
c1l)
Ld P
I
1 0 'IF N NOTES:
C) oo I t MH 16-1 ILITY E�,Y7' i
OW
ItR ;B I RIM 18.59 r. 29103.5 1. SEE SHEET 6 FOR SANITARY SEWER NOTES.
IE �Ir� m 5.46 WEST 7 1
.5
Uj 2. SEE SHEET 31 FOR SANITARY SEWER DETAILS.
E IV = 5.35 EAST I
00
I 1XI I Ico I
IE 6' = 5.73 NORTH - - - - - - - 0 MH-RI8 -1 (EXIST 3.RECORD DRAWING INFORMATION OBTAINED
(zi Sl 3 412 11' LT 4!1
F_ G
1, i METRO MH) WITH DROP CONN. I FROM CONTRACTOR'S AS-BUILTS.
200' ZONE 0 1. f I I I RIM EL 18.0 Liu EL --�118.95
SHORELINE JURISDICION (W)�I= 4.29 M14-1) IE IN (@TEE) = 3.31
N Uo,
4.29 1 1 1 10 0 RIM EL 19.16
:Ej I- IE IN (@DROP) = -2.78
Er SS (PRIVATE) E OUT =1 4.18 Io, >_ :E!IN = 3.66 IE OUT -5.78
BY CST STA 34+38.4 81 LT 20' 10' 0 20' 40'
CONTRACTOR EjOUT = 3.56
SCALE IN FEET
STA 34+65 31'LT
PLAN
.......... ...... ---- --- q . .. .... .... ----- -- --- ----------------- -------- .......
w ...... ......
v a ----- ... .... ... ... ....
m---- .. ... ...... .....
........ .... --------
a.... ------------- -- -----
... ..... ..
. ................. _M� ........ ........ ......
Uj w,
------ - --------- : ......... ......... .................
.......... ------ - w ...... . ......
_j•
0: -- -----
a . . . . . . . . . . . . . . . . . . U.S.C. G.S. -
9: ........ ........ .. ...... ...... ............ .....
--- - ----- ----- ...
b . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
I
Uil
92 . x zJ-
Ll: Lo
- - - - - - - - -m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
: . . . . Lu: . . . . f_
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z� �E3
: m:l 00 U.
- - - - - - - - - - - - - - - - - - -
m
d - - - - - -
A - - - - . . . . . . . . . . . . . . . . . LLJ
m - - - - - - - - - - - - w . . . . . . . . . .
. . . . . . . . . . . . . . . .
-co . . :1 .
... 20 4. L><::2 ... ..... .
.......... ...... ... ....
: ---- -- 20
.......... .........
. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . .
15
- - - - - - - . . . . . . . . . . . . . . . . . . .
, �i * 7�
15 . .. .... ... ----- ------ ----------- ........ I
a ---- --- T5 .. ... ... . I : . . I
. . . . . . . . . . . . . . . . . - - - - - - - a V6 - i 17 18 \b--I\ 120
q- - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
a . . . .
- - - - - - - . . . . . . . . . . . . . . . . . . . . . . w 125
. . . . . . TE
, -j
... 10 ... .... --------- a
- ------ - ---- q .10 ..... .. .......... KEY PLAN
- - - - - - - - SCALE: NONE
. . . . . . . . . . . .
. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
a
a
m . . . . . . . . . . . . . - - - - - - - - - -
CD V) . . . . . .
.... .... : .... * _ . .... - - �- IA SEC. A. T. 2A R. 4E, W.M.
............ .... ......
.... .... ........ ........ 1)10 .. ..... r
........ Lo co .36+00. . . . . . . . . . . . . . . . .
... ... ....... . ...... ........ mr up.... 3go,,o.,c,,�,m-
allf dip, "IA. 4�1108.3
:K) f- . . . I. . . . CORPORATION (206) E22-3300
L�j L�j �Lj . . . . . . . . . . . . . . . . . L
........ .... ..... ...... ..................... FIL CITY OF RENTON
La LLJ PRO*
SCALE: -1"=20' HORZ. . . . . . . . . . . . .
. . . 32+00 . . . . . . . . S3 +'bo" 34+00. 34+38 34+65.5 .34 nammmmmmmmmmmmmm DEPARTMENT OF PUBLIC WORKS
. . . . . . . +00 w
1" 5' VERT.
............ ....... ....... ...... ...... ...
S VH
w iRECORD DRAWINGi CSTC SITE --DEVELOPMENT
IE @TEE) 3.31 -
. . . . . . . . . . . . . . . . . . . . . . . . @DROP)' -2.78
158 LF T -SS @ 1;0% . . . . . . . -129- LF 8" SS (b 0.8% 3 75 IL 727) -5.78 - S.W. 16th STREET IMPROVEMENTS
L
SAN. SD WE 32+00 TO 36+48.04
DIP . . . . . . . . DIP . . . . . . . . . . . DESH
...... ....... ........ - ......... . ........... . I ........ ....... 34.0 LF, 8" ss '@ '1'0'LF' �' SS � @ -1.00% ....... [2 RECORD DRAWING J.D.C. 06.15.94 m 02.10.92 FMNAME:T9FOO899
1.5% 1 INCORPORATING RENTON COMMENTS J.D.C. 10.08.92 DRAIr - DWG NO.
LE: AS NOTED
Ww,0-27-2071 DIP DIP ISSUE FOR CONSTRUCTION J.D.C. 10.08.92 G"Ec 25.UA-3C2
REVISION By APPR. DATE APPROVED: .1 11 3m
KCL/07.13.94
18 17 16 15 14 .13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
R146
.1 .�
1:3:5 MIX -
CONCRETE
BLOCKING
Z_I
�4
o
i
"� PROPERTY LINE
k
6" BUILDING SEWER PIPE
FUTURE
0..11 n1r,.n cr...rn
w
Z 2 "x 4" STUD SERVICE MARKER PAINT UPPER
-TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WARDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
0
D_
n. 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.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DPILLED
OR DUCTILE IRON PIPE.
��1N�NG
� PNG�Eg�OGV�
GONGR� 27. MIN SLOPE
` HORIZONTAL
L�J `— 6" SIDE OUTLET TEE Lj
SEWER MAIN
Z SEWER MAIN STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ADOPTED
NOTE: CITY OF RENTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY + +
Standard plans
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. LST DATE: 12/15/91
DATE REVISION I BY pR DWG. NAME: BR39 SP PAGE: 8078
MORTAR
FILLET
CASTING INLAND FDRY
OR EQUAL. PT. #714
SEE DETAIL 5.1.4.
ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
PRECAST SECTION
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE BASE BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONTRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
T 6" MIN. SANITARY MANHOLE TYPICAL DETAIL
SANITARY MANHOLE TYPICAL DETAIL ADOPTED
CITY OF RENTON
NO SCALE Standard plena
-� IST DATE: 12/15/91
DATE I REVISION I BY IAPPA DWG. NAME: BR28 SP PAGE: B071
WW 2T -207/
17 16 15 14 13 12 11 10 9 8 7 6
I J
EXISTING SANITARY SEWER R M
6" MIN. — 6" MIN.
00/
=
T— \ /
6" MIN. —J — 6" MIN.
TYPICAL
1/2 BLIND FLANGE MANHOLE
AS DAM MORTAR DAM OR PLUG
D.I.P. TEE CL. 50 AS REQUIRED BY ENGINEER
ONE LENGTH OF DICTILE IRON
PIPE (CLASS 50) TO SOLID j 11 TEE ONE LENGTH OF
BEARING WHEN SPAN IS / 2" ? DUCTILE IRON PIPE
MORE THAN 4' / MIN. (CLASS 50) TO SOLID
BEARING WHEN SPAN
�, ! IS MORE THAN 4'
D o II I
Al — 2
FLEXIBLE j I
JOINT — D.I.P. I
CL. 5 1 I I / FLEXIBLE
I : JOINT
�i
BACKFILL WITH X X BACKFILL WITH
COMPACTED MATERIAL < COMPACTED MATERIAL
AS DIRECTED BY 6" AS DIRECTED BY
ENGINEER MIN. I ° 0 _ MIN. ENGINEER
I I 1
I '
CEMENT CONCRETE J CEMENT CONCRETE
CLASS C BLOCK CLASS C BLOCK
POURED IN PLACE I I POURED IN PLACE
D.I.P 90' BEMD - ' 90' BEND
CL. 50
TYPICAL MANHOLE TYPICAL MANHOLE
FOUNDATION CONSTRUCTION FOUNDATION CONSTRUCTION
DUCTILE IRON CONCRETE ENCASED DROP CONNECTION FOR
DROP CONNECTION DROP CONNECTION SANITARY SEWER
R/W z O ADOPTED
— � O CPfY OF RENTON
♦ +
Standard plane
IST DATE:
r.AP
DATE REVISION BY APPR' DWG. NAME: BW18 SP PAGE: B075
MICROBOX
� z f) 5
R146.
I A 1 1
6 7 8
EXISTING SIDE SEWER
_ - -- --
6 "x 4" REDUCER
EXISTING 6" SEWER
Ell
6" WYE
STUB (REMOVE TO R /W)
Sverdrup 3300 Carillon Point
1/8 OR 1/16 BEND
1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS— BUILTS.
AS REQUIRED
PROPOSED 6"
SEWER STUB
MAIN RUN SIZE X 6" TEE
TYPICAL STUB CONNECTION FOR SEWER
REPLACEMENT
PROPOSED SEWER MAIN
NO SCALE
+ +
ADOPTED
CITY OF RENTON
DESIGNED:R.E.B.
DRAWN: T.R.B.
DATE: 10.01.92
Standard plans
IST DATE: 12/15/91
J.D.C.
DWG. NAME: BR33 SP PAGE: B079
DATE REVISION if BY 11APPP,
MICROBOX
� z f) 5
R146.
I A 1 1
6 7 8
M
s.1/2, SEC. 24, t 23N., R. 4E, U.
Ell
Sverdrup 3300 Carillon Point
1. RECORD DRAWING INFORMATION OBTAINED
FROM CONTRACTOR'S AS— BUILTS.
Kirkland, WA. 98083
C O R P O RATION 1206 822 -3300
CITY OF RENTON
RECORD ®RAVIIING'
�mmmmmmmmmmmmmmmmm�
DEPARTMENT OF PUBLIC WORKS
CSTC SITE DEVELOPMENT
S.W. 16th STREET IMPROVEMENTS
SAN. SEWER— STANDARD PLAN DETAILS
ECORD DRAWING J.D.C. 06.15.94
DESIGNED:R.E.B.
DRAWN: T.R.B.
DATE: 10.01.92
FILE NAaIM: T8F00358
NEW DRAWING
J.D.C.
10.08.92
scAaE: NONE
TWG so.
25.UA -3C80
CHECICED:
3SUE FOR CONSTRUCTION
J.D.C.
10.08.92
REVISION
BY
APPR.
DATE
APPROVED:
SHM: 31 OF: 55
~
KCL/07.07.94
I I i i i i�, I I I i i iii
I
9 10 11 12 13
14 15 16 17 18 19
20