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`R 'INSIDE RADIUS OF SHACKLE ROD BEND
'SHACKLE RODS'
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TYPE B
`�Y O
n PUBLIC WORKS
DEPARTMENT
CONCRETE BLOCKING FOR VERTICAL
FITTINGS
STD. PLAN - 330.3
MARCH 2O10
RECESSED
LIFT POCKET
e SEWER e
O � O
10-1/2"
1/4"12-1/2„
1°
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2-1/4"
14"
2-3/4
Not to Scale
FRAME
9,-n" nlAL.rTro 9'_n
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6'I
11
12 -1
CAST IRON RING AND
L NOTES:
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY',
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'- 0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 403.1
.�• PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:-
"` DEPARTMENT FOR SANITARY SEWER MAIN
cVASIVaua D
We N "n
L
TOP SECTION VIEW
8"
2'-0"
V-6"
V-6"
V-6"
2
10"
2'-e
1'-6'
1'-6`
V-6"
2
12"
2'-s"
2-fY
1'-6
1'-6°
4
16"
T-0"
2'-6"
2'-D•
V-6"
4
NOTES:
1. CONCRETE SHALL 3000 P.S.I. READY MIX POURED IN PLACE
2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED
TOc ER.
3, FOR FORK AT FADE OF ANCHOR :AU. BE RE COVED.
BACKFILL AT FACE OF ANCHOR WLL MUST BEPACTED TO
R5%MAX DRY DENSITY BASED AS V557 PRIOR TO
REINSTATING SERVICE OF THE WATER MAIN.
ELEVATION VIEW
NOT TO SCALE
N.
V RESAR AT 8" ON CENTER
O O7HOENDTA
SNDARD HOOKS
lzY CONCRETE DEADMAN BLOCK STD. PLAN - 330.4
+ PUBLIC WORKS
DEPARTMENT MARCH 2O16
W (SEE NOTE 7) LIMITS OF PIPE ZONE
�Ir
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL /
6"
BEDDING FOR SANITARY SEWER
NOTES
:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 40S
•�• PUBLIC WORKS PIPE BEDDING AP P OVED:
"` DEPARTMENT FOR SANITARY SEWERS 6
weep w",�, DATE
nOnn WA fl 0 nn
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM 2
5 CONSTRUCTION ASI-1
N0. 1 REVISION
L'L_Hly
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT, ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y
GT ° 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
a + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
f- DEPARTMENT RESIDENTIAL FIRE SPRINKLER
�NTp MARCH 2O10
-EX. SEWER MAIN
},
PROPERTY LINE
---SPOOL (LENGTH AS NEEDED)
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6" SEWER STUBE
;;,
FUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE
I
6" CAP J WHITE WITH THE WORD 'SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
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WRAPPED AROUND THE STUD AND
7
EXTENDED TO THE TOP OF THE STUD.
try � COUPLING (TYP.)
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6"X5"X5" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
_ (
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
O '
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
rT -_
--------------------------
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JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
---
BEND AS
&PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN -2.0% MIN. SLOPE
\
` FUTURE 4" SIDE SEWER oa
SEWER STUB 6"X5"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN j4
s�1 I
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
8, CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR TIE_ STRUCTURE
SHALL BE CORE -DRILLED.
boos
3000 PSI MIX /ph
CONCRETE -� i P O�K�NG
BLOCKING �!� 45
MAN
__--____2X MIN SLOPE
6" TEE HORIZONTAL
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. +V
STANDARD SIDE SEWER STD. PLAN -406.1
.o PUBLIC WORKS APPR VED:
��� DEPARTMENT INSTALLATION O
(SEWER MAIN TO PROPERTY LINE) DAT
08Q 18 2017 SURVEYED_
OU 29 2017 DESIGNED:
11 15 2017 TTG
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED
4" FL.xP.E. DUCTILE IRON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY
PACIFIC WATER WORKS SUPPLY CO INC.
PRIVATE CITY
PIPING PIPING 12
3'-4" '] [�
Z LONG 7 -L
a TEE (MJ x FL)
GATE VALVE �..
(FL x MS) -4" 12
� 2'
4,_8„ o
O
THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE
DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY.
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
INSTALL EPDXY NON -SHRINK GROUT
4" DUCTILE IRON CLASS 53 P.E.xP. E. PIPE,
CEMENT LINED, LENGTH TO FIT.
DEADMAN BLOCK REQUIRED
TO BUILDING
bJ CONCRETE BLOCKING 12" ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST.
INDICATOR POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE, PAINTED RED.
4" FLANGED COUPLING ADAPTER EQUAL TO
ROMAC.
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES
SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES.
APPROVED CROSS -CONNECTION CONTROL
ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. PLAN
TOUCH READ PIT LID SENSOR
U UPRECAST CONCRETE VAULT WITH 2
- 3'x3' HINGED
MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4'-8"
x 7'-0" x 7'-0"
COVER THROUGH 2" DIA.
UTILITY VAULT CO. 577-LA OR EQUAL.
GALVANIZED
STEEL LADDER
DRILLED HOLE IN COVER.
r3'
I
k_,TTO48"
INSTALL EPDXY
q•_3"
NON -SHRINK GROUT
(TYP.)
2"
41
�12„
2 _9_L'
7.
CONCRETE SUPPORT
PADS OR ADJUSTABLE
PIPE SUPPORTS.
ELEVATION
NOTE:
6" MIN. DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM
INSTALL GALVANIZED LADDER FOR ACCESS.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS
COMPACTED FOUNDATION
DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF
GR_AyEL
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
UTILITY ENGINEERING DEPT.
PRIOR TO ACTIVATION OF NEW LINE. INSTALL.. Y4" FLAR,E..
TEST COCKS WITH Ya' FLARE CAPS,
�Y
PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD' PLAN - 360.3
DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2O10
2 1 MAX. SLOPE
_ ICI
i _
-III III
I I I-1 I I-1 I I- I I I
3 LEVEL BOTTOM
11 1' MIN. _
2' MIN.
SWALE SPACING DEPENDS ON SLOPE GRADIENT
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
2. DESIGN AND INSTALLATION SPECIFICATIONS
` FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
'2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
��Y O STD. PLAN - 217.10
.�j PUBLIC WORKS INTERCEPTOR SWALE
DEPARTMENT
MARCH 2O08
SCALE:
VERTICAL: NAVD 1988
1 " = 10, HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AVERAGE SLOPE
SLOPE PERCENT
FLOWPATH LENGTH
20H:1V
3-8%
300 FEET
(10 T020)H:1V
8-10%
200 FEET
(4T010)H:1V
10-25%
100 FEET
(2T04)H:1V
25-SO%
SOfEET
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF
RENTON
Planning/Building/Public Works Dept.
T,
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S-395503 W-395505 R-395513 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
COR STD DETAILS
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DATE:
11/15/2017
FIELDBOOK:
PAGE:
1
DRAWING NO:
C7.5
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SHEET: 1 4 OF: 15