HomeMy WebLinkAboutR-399807INSIDE HOUSE
PREFERRED CONFIGURATION
s s
0
2
3 10 8 10 4 2
FLOW
ITEM
AMT
1
90' GALVANIZED STEEL ELBOW
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE: FORD C85-33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4•
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 500 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12' STANDARD METER BOX W/SOLID COVER
1 EA,
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOC TITE METER SEAL CO_ +2 PLASTIC: 13 X 24 1 INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
B
3/4" X 1/4• X 3/4• STD. BRASS TEE
I EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4• BRASS NIPPLE
VARIABLE
ADJACENT TO WATER METER
PROPERTY LINE SAWDUST
5 6 9 5 FILL
7 24" MIN 7
7 G. v 1
FROM 6• P A A L
WATER
METER 1 10 09 B 10 4
OFLOW 2
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SOUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
INSTALLATION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBIUTY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE_ A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
PUBLIC WORKS 3/4" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5
DEPARTMENT VALVE ASSEMBLY
MAtiC1I 201[)
� EX, SEWER MAIN
PROPERTY UNE
F
LENGTH AS NEEDED) ?
= I
EWER STUOEin -1 I I FUTURE 4' SIDE SEWER
OC--===_____�12"x 4" STUD MARKING POST PAINTED
AIN TEE X G" TEE I 6" CAP J WHITE WITH THE WORD 'SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
3 EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYR) i I
' 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
I (EAST JORDAN IRON WORK5 PRODUCT NO. 00307502 OR
APPROVED EQUAL, SPECIFY "SEVER" ON LID),
I (5EE STD. PLAN 403.1 FOR INSTALLATION)
I
____
-------------- ----
-T_-_J JM EAGLE THREADED CLEAN -OUT ADAPTER NUB
-� & PLUG
6END AS (OR APPROVED EQUAL)
REquIRED
EXISTING SANITARY _
SEWER MAIN �-26X IN. SLOPE �\-FUTURE
4- SIDE SEWER
6" SEWER STUB 6"XB"XB" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 13- TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNFCTONS TD FXISnNG SEVIER MAIN
A. VIT im CLAY MAIN - CUT IN A NEW PVC "TEE" USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED E4UAL).
C. PVC & 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 WTH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
0S,
3000 PSI MIX /h`� `IN G
CONCRETE ' �a
BLOCKING T• 5
� M Z
i
__G_____27i MIN SCOPE
L HORIZONTAL
6' TEE
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, SIOE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN - 406.1
PUBLIC WORKS INSTALLATION AP VEo:
DEPARTMENT
(SEWER MAIN TO PROPERTY LINE)
M1I4 MVila M
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419
RECESSED Not to Scole
n LIFT POCKET FRAMEIJ 3/4• LETTERING "SEWER" 2`0� DIAMETER 2'_D"
SEWER (2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1,5 STAINLESS
STEEL
REF. PART #00081177
1-3j16"
10-1/2"-r 8" CLASS "B6" SANO OR
ASPHALT EXPANDA L
1/4"
2-•1/4" BOLT DETAIL
45' (1 /6) BEND
BEND
0.
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES!
1. 8" AND 6" CLEAN --OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00359803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER,
STD. PLAN - 403.1
PUBLIC WORKS I 8" OR 6" CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN
CEMENT CONCRETE
SIDEWALK AND RAMP
SECTION A
Department Transportation
Road Services
Division
2016 Design and
King County Construction Standards
2
1
U,�)7ii7Ty NO.
L 7S.
FMFNTMq-I'
aiys/T/O/y CID �C
MATCH EXISTING OR
PROPOSED SURFACE
ASPHALT CONCRETE
SHOULDER
W (SEE NOTE 7) LIMITS OF PIPE ZONE
1 01?
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
5, Ir
BEDDING FOR SANITARY SEWER PIPE
OTES:
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 SPECdFICATIONS OR PEA GRAVEL.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL 13E PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
,ate PUBLIC WORKS
❑EPARTMFNT
NOTES:
1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS.
3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01.
PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT.
4. SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS.
5. THIS DETAIL APPLIES TO ROLLED AND VERTICAL CURB ROADWAYS.
CEMENT CONCRETE SIDEWALK
TRANSITION TO ASPHALT SHOULDER
PER CITY OF RENTON COMMENTS
PER CITY OF RENTON COMMENTS
REVISION
FIG. 3-014
STD. PLAN - 405
PIPE BEDDING
FOR SANITARY SEWERS
FIGURE C.2A.0 SCHEMATIC REPRESENTATION OF A 10-FOOT DISPERSION TRENCH CROSS-
SECTION AND ROOF APPLICATION
MAX20SLOpe
� -� LEVEL OUTLET
MAXX 15=PE
6" MIN.
RIGID PERFORATED
18"MIN. PIPE, 4" MIN. DIA.
3/4" TO 1-1/2"
WASHED
24" MIN, DRAIN ROCK
TRENCH SECTION
NTS 10-FOOT-LC NG
DISPERSION TRENCH
I EDGFOFUNDISTURBED
I NATIVE VEGETATION
I � �
MIN. 100-FT--LONG
NVFS ---
SMALL CATCH BASIN --==_K---_-_--_----
I ' OR YARD DRAIN
I 1 ,
I
50' SEPARATION BETWEEN
1 s 1,400 SO FT FORA 100-FT NVFS , FLOWPATH SEGMENTS, TRENCHES
j 5 2.800 SO FT FOR A 200-FT NVFS .I
r ;
TYPE1 __==EFTATED cc❑
NATIVE VEGETATED _S
CB--==,:FLOWPATHSEGMFNT=,==
' ----T---------------F--
I I 100 FEET MINIMUM_;,;
1 FOR A 100-FT NVFS
1 <-10,000SOFT , -_=_ =51S $LOPli:-.
FOR A 200-FT NVFS t, zzz=v�
-t-------------�_-�
1 5 I 1
• ' 50-FOOT-LONG '
PLAN VIEW OF ROOF MIN 6" DIA. DISPERSION TRENCH
NTS RIGID PIPE WITH NOTCH EOARD
SEE FIGUREC.2.1D
2017 City of Renton Surface Water Design Manual
C-39
SURVEYED:
SDM
DESIGNED:
NEM
AAD
05117119
NEM
DRAWN: LFM
NEM
03129118
CHECKED:
NEM
BY
DATE
APPR
APPROVED:
CJA
12i1? 2016
TEE OF APPROPRIATE SIZE
r ;
tir
SEE NOTE 6
'•
=.
:r
=-...
I V. .
U
- "RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
90' BEND
3/4 THE DIAMETER OF
THE DOWNSTREAM PIPE
N OTES:
1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON
APPROVAL BY THE WASTEWATER UTILITY SECTION,
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR.
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
PUBLIC WORKS
DEPARTMENT
RECORD DRAWING Know what's below.
Call before you dig.
SCALE:
VERTICAL:• CITY 0 F
1 u_2Or HORIZONTAL::NAD AD 1983/183/1991
OR) RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
INSIDE DROP CONNECTION
FOR SANITARY MANHOLE
STD. PLAN - 402.2
RANDOM FILL
6"
FILTER FABRIC
18" min
6" PERF PIPE
3,1
- 1 2 " WASHED
ROCK
24" MIN.
TRENCH X-SECTION
slope
to road
drainage
system
x 10'
el trench
wl perf pipe
PLAN VIEW OF ROOF
PERFORATED PIPE CONNECTION DETAIL
NTS
R-399807
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
DEVELOPMENT ENGINEERING a
T
swarlick 07/24/2019 C
MA TVEYEV SHORT PLAT
LUA17-000503
CONSTRUCTION DETAILS
r-
O
DATE:
05117119
I
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
16645
Q
SHEET: OF:
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