HomeMy WebLinkAboutR-4015083
C1
0
I
00
n
O.D.
limits of pipe
O.D. companionIN
In
W (see note 4)
limit of pipe zone
3
bedding
0
1' -G.
material
fornexible
Pipe (see
note 8)
79�1
0.15 O.D. min.
limits of pipe
compactlon
0.65 O.D. min.
foundation
level
gravel beckRllk
ill for
for pipe bedding
s when specBled
• A = 4" min. 27" I.D. and under
6' min., mer27' I.D.
A. Metal and Concrete Pipe
Bedding for Flexible Pipe
loft' span
amax 3 ma
Flexible Pipe NOTES:
�-0
1. auniform support under barrels.
H
2. Handnd tamp under haunches.
3. Compact bedding material to 95% max. density; directly
0
over pipe, hand tamp only.
0.15 rise min.
4. See "Excavation and Preparation of Trench" in sanitary
sewers section of the standard WSDOT/APWA
IYnMe of dP.
specifications for trench width "W" and trenching
companon
�65 rise min.
opllons. The pipe zone will be the actual trench width.
The minimum concrete width shall be 11 I.D. =18".
gravel backfiu
revel backfIll for
5. Trench backfill shall conform to "Backfillirg Sewer
for pipe bedding
fgoundetlons when specified
Trenches" in the sanitary sewers section of the
WSDOT/APWA standard specifications, except that
rocks or lumps larger than 1" per foot of pipe diameter
B. Pipe - Arch Installation
shall not be used In the backfill material.
6. See "Bedding Material for Flexible Pipe" In aggregates
section of the WSDOT/APWA standard specifications
forthe material specifications.
Rigid Pipe NOTES:
1. Pipe compaction limits shown on this plan are for pipe
construction in an embankment. For pipe construction
in a trench, the horizontal limits of the pipe compaction
zone shall be the walls of the trench.
2. All steel and aluminum pipe and pipe -arches shall be
installed in accordance with design A.
3. Concrete pipe with elliptical reinforcement shall be
installed in accordance with design A.
4. Concrete pipe, plain or with circular reinforcement, shall
be Installed with design A.
5. O.D. Is equal to the outside diameter of a pipe or the
outside span of pipe -arch. The dimensions shown as
O.D. with 3' maximum shall be O.D. until O.D. equals
3% at which point 3' shall be used.
' V-0" for dlameters 12" through 42" and spans through
50". 2'-O" for diameters greater than 42" and spans
greater than 50".
®Backfill material placed in 0.5' loose layers and
compacted to 95 % maximum densty.
® Method B or C compaction (WSDOT/APWA)
standard specifications.)
Pipe
Size
Min. diet.
between
barrels
circular pipe
conc., LCPE, CMP
(diameter)
12" to 24"
12"
30" to 96"
diam. If 2
102" to 180"
1 48"
pipe - arch
metal only
(span)
18" to 36"
12"
43" to 142"
span 13
148" to 199"
48"
PUBLIC WORKS PIPE COMPACTION STD. PLAN - 220.00
DEPARTMENT 13ESION AND BACKFILL MARCH 2O08
RECESSED Not to Scole
LIFT POCKET FRAME
3/4" LETTERING "SEWER" 2 -0 DIAMETER I2 -0
n�SEWER (2) BOLT SOC. {ALLEN HEAP}
11 X 1.5 STAINLE5S
STEEL
REF. PART #00981177
1 -3/1 6" T
8" CLASS "B" SAND OR
1D-1/2" ASPHALT EXPANDABLE
5/e
1/4" 12-1,2" _I
-T /8
2-1/4"
�- 14" -I
CAST IRON RING AND COVER
BOLT DETAIL
45' (1 /8) BEND
5
P�
G�
P�
4)
c7`V / 1
45' (1 /6) BEND
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 0036980) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-D" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER,
STD. PLAN -403.1
■ PUBLIC WORKS 8" OR 6" CLEANOUT AMOVE°
"1 DEPARTMENT FOR SANITARY SEWER MAIN
Know what'sbelow.
Call before you dig.
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE luniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. - Cie Eli WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419
NE 114 OF SE 114 OF SEC. 4, TWP. 23 N., RNG. 5 E-, W.M.
CITY OF RENTON, STATE OF WASHINGTON
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
1 4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK
ee EXPANSION JOINT AT
2 BACK OF SIDEWALK
�CONCRETE SIDEWALK
OR PLANTING STRIP
n .'Ipj` .
36" MIN
COVER
�- TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
ONCRETE BLOCKING
CONCRETE
THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6., GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
LEVEL ALL GROUND MIN 3' RADIUS
MIN 3' RADIUS
1 ONE MAN ROCK e
�6 1 r7 L _J 62-'
1
• 6" CONCRETE PAD 6 /6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT MARCH 2O10
TESTINGc DETAIL
• . O NEW D.I. WATER LINE
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING
TAPPING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
TEMPORARY FLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM
AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2-TAP & 2" BLOW -OFF
CONCRETE BLOCKING TEMPORARY BLOCK
w
a
3
0
c� FINAL CONNECTION DETAIL
Z
X
w
�� NEW D.I. WATER LINE
(AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2' SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND SERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
U PUBLIC WORKS CONNECTION TO WATER MAIN WITH' PLAN - 300.1
i DEPAR"MENT TAPPING TEE 8L VALVE
MARCH 2O10
E. �0�'� WAS
d
IS 9
�SSIONAL
8105119
7
REVISED PER SPU COMMENTS
6
ADDED SPU PIPE SUPPORT PLAN
5
REVISED PER CITY COMMENTS DATED
4111119
4
REVISED PER CITY COMMENTS DATED
3122119
3
REVISED PER CITY COMMENTS DATED
2/1/19
2
REVISED PER CITY COMMENTS DATED
8110118
1
REVISED PER CITY COMMENTS DATED
7130118
NO.
REVISION
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
36" MIN COVER
I NEW DUCTILE
IRON
WATERMAIN
9" MIN
12" MAX
FINISH GRADE
MEE2Z¢¢
E2�!
N O U
22-1/2'
CITY
PRIVATE
PIPING
PIPING
ZI IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
I
PROPERTY LINE WITH 12"
C '
w
LONG COPPER TAILPIECE.0.
w
aI
SIDEWALK
a I
TOUCHREAD WATER
METER TO BE
12"
SUPPLIED BY THEP
z a
CITY
TYPE "K" SOFT
o 0
/,/-- COPPER TUBING
?
IF SERVICE LINE TO HOUSE IS L
1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
/ L-LOOP DOWN TO CENTERLINE/L
/
OF WATER MAIN TO
PROVIDE SLACK IN COPPER
SERVICE LINE TO METER.
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER FORD VBH72-15W-44-44G, OR
TAPERED THREAD rCC . QUICK JOINT
I McDONALD BRASS: 21-415WC6044, OR MUELLER: 1-B-2470-2
BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- " ' DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L _ 2-1/2" MIN. FROM NEAREST
F�- AND FRONT EDGE OF PIT LID
I
TYPICAL
RIB
I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
\0� PUBLIC WORKS 1" WATER SERVICE SM. PLAN - 320.1
+ � �
`L DEPARTMENT
O� NOVEMBER 2009
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.DOF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
BEDDING FOR SANITARY SEWER PIPE
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 9E PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS:
5. PIPE 70NE 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 A5 TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
■ PUBLIC WORKS PIPE BEDDING AP DVEm
DEPARTMENT FOR SANITARY SEWERS 4
,Nita-� DATE
NEM 181051191 NEM
NEM 161101191 NEM
NEM
6/7/19
NEM
SURVEYED:
SDM
SCALE:
1" = 20'
NEM
3127119
NEM
DESIGNED:
NEM
NEM
3/6/19
NEM
NEM
t 2119118
NEM
DRAIN` LFM
ONE INCH
NEM
91211181
NEM
rcEcKED.
NEM
AT FULLSCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
CJA
VERTICAL• NAVD 1988
HORIZONTAL: NAD 198311991
DATU M
7'
1
B,
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
,A,
'Br
,C,
ID,
,E,
48" MH
48"
6" MIN.
I 5"MIN
24" MIN.
1 21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
ti Y
O•e PUBLIC WORKS STANDARD SANITARY MANHOLE STD. PLAN - 400.1
DEPARTMENT
�FNToZ SEPTEMBER 2011
14ATIVI
UNDISTURSE
PLANTING BEDSIUNDISTURBED UNDISTURBED TURF (LAWN) AREAS.
VEGETATION, SEE NOTE 1 SEE NOTE 1
I I I I I I I
I.III,'l,ili IIrL III I
GRASS SEED OR SOD
-,` \� \- UNDISTURBED NATIVE SOIL
OPTION 9 - NO DISTURBANCE
PLANTINGBEOS IURFIII(LA�IJWN)AREAS
3'4' ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.80
//1 i 1111111
GRASS: SEED OR SOO
� � II
3'OF COMPOST INCORPORATED
1.75" OF COMPOST INCORPORATED INTO
INTO 6' OF SITE SOIL (TOTAL
9.25. OF SITE SOIL (TOTAL AMENDED DEPTH
AMENDED DEPTH OF 9.5. FOR A
OF 9.5, FOR A SETTLED DEPTH OF a•)
SETTLED DEPTH OF 0-)
,���
SUBSOIL SCARIFIED4•BELOW
SUB501L5CARIFIED4'BELOW
�YZ �j� �� �"
COMPOST AMENDED LAYER
CO NOE O LAYER
\ \ \\
(12- BELOW SOIL SURFACE)
- BELOW S
(12'BELOW SOIL SURFACE)
'.� `/\ �. ' it , :\�/�!� �,i
OPTIONS 2, 3, AND 4 -AMEND IN PLACE OR STOCKPILE
AND AMEND
PLANTING BEDS
TURF (LAWN) AREAS
W4' ARBORIST
WOOD CHIP
MULCH. SEE STD.
PLAN 262.60
V IMPORTED
` TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6•
BELOW IMPORTED
TOPSOIL MIX
o•
8•
3RASS: SEED OR 500
NOTES:
1, AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
'IMPORTED
TOPSOIL MIX
GENERAL NOTES,
COMPACTED
DEPTH)
1 TO MEASVRE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS
2. COMPOST TO MEET STD. PLAN 262,60.
SCARIFIED 6'
BELOWIMPORTEO
3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX
TO BE TO 85% OF STANDARD PROCTOR.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC
:45 ar R 401508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
DEVELOPMENT ENGINEERING 0=%6 WASTEWATER UTILITY,-)-
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WATER UTILITY _
agafour 08/09/2019
DATE..
CITY OF HUYNH SHORT PLAT 8/05/19
u% ,RiRENTON LUA 17- 000855 PACFIELE.
N/A
PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. CONSTRUCTION DETAILS 17597
SHEET Q OR 10
PROJECT REOVIREMENTS.
OPTION' - IMPORTED TOPSOIL
VNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE IM51
STD. PLAN - 264.00
•� PUBLIC WORKS APPR °'
"� DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/201.8 1
DATE