HomeMy WebLinkAboutR-408318aL
0
6
11-1/4' BEND 22-1/2" BEND 45' BEND
\ a
CAP
TEE 90' BEND
COD
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
COMPACT SAND
COMPACT SAND & GRAVEL
FlRM SILTY SAND
90,
45' BEND
11 1 4'
90'
45' BEND
11 1 4'
90'
45' BEND
11 1 4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2-
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6
1.0
8
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
1.4
8
23.3
16.7
16.7
fi.7
11.7
8.4
8.4
3.4
8.8
�3.5
8.3
2.5
12
53.0
37.537526.5
18.8
IS'S
7.5
20.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) O.D. PIPE + 1.0'
IRUSI BLOCK BEARING
.2EA REFERS TO THE
FACE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/I•).
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
° PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2
•
HORIZONTAL AND DOWNWARD
DEPARTMENTHORIZONTAL
BENDS MARCH 2O1U
CONCRETE BLOCKING DETAIL
NTS (FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS)
FIRE HYDRANT SHALL BE COREY-TYPE EDUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALUON; 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 ADAPTCR,
4.875" SEATTLE THREAD X 5" STORZ, A-TACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESEP.VATIVE
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. 1E" TO 20" EEHIND BACK OF
CURB OR 12" BEHIND BACK CF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK
vv-XPANSION JOINT AT
9 BACK OF SIDEWALK
2"
� -CONCRETESIDEWALK
ORPLANTING
OR PLANTNT ING STRIP
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTICN WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
CONCRETE
\
THRUST BLOCK
MAIN LINE TE, WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" CCR-TEN STEEL TIE RODS.
IV 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 ARCUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND LEVE_ ALL GROUND
MIN 3' RADIUS
MIN 3' RADIUS
1
ONE MAN ROCK
�6 1
Z6"
6" CONCRETE PAD CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
tY O
f STD. PLAN - 310.1
DEPAMARCH 2O10
PUBLIC WORKS FIRE HYDRANT ASSEMBLY
RTMENT
f,\ITo�
Abossein
Engineering,
L.L.C.
FIRE HYDRANT ASSEMBLY
NTS
MECHAWCAL - ELECTRICAL
CIVIL - LEED
FIRE PROTECTION
18465 NE 68TH ST
REDMOIND, RYA. 98052
PH: (425) 462-9441
FAX: (425) 462-9451
Mai cseMce®abossein.com
www.abossein.com
POURAZARI #39659
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PRECAST CONCRETE VAULT PATH 3 - Tx 3' ONE EACH SIDE 4% 2 1/2" FIRE DEPARTMENT DOUBLE
HNGED STEEL PLATE COVERS. DIMENSIONS CONNECTION FOR STAND PIPE WITH
5-8"x 11'-2'x 7'-2" EQUAL TO U71UTY 4" ADAPTER, FL.z SCREWED BREAKABLE CAST IRON HOSE CAPS.
VAULT OR EQUAL 4'x4'x6" BULL HEAD TEE, FL. ONE EACH SIDE EQUAL TO GRINNEL
TOUCH READ PIT SENSOR
FIG. 1682 WITH HOSE CAPS FIG. 1333,
I
MOUNTED ON STEEL
PLATE 6" PIPE FL.x 6" SWING TYPE GRAVITY OPERATED
COVER THROUGH 2" DIA. FL 2'-0" LO CHECK VALVE, FL. EQUAL TO
DRILLED HOLE IN COVER. MUELLER CO. A-2600-6 WITH BALL
THE BY-PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM
INCLUDED AS PART OF THE DETECTOR INSTALL EPDXY NON -SHRINK
DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY GROUT (TYP.)
5/8%3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY
WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY Y-O" 6" PIPE, FL.x FL. SO" LONG
11'- 2• 6"& 8" ASSEMBLY. 6" SHORT
CITY PRIVATE RADIUS 90' BEND FL.
i PIPING PIPING r10" ASSEMBLY 90' 8"X6"
_ J REDUCING BEND FL.
TEE (MJ x FL) 3'-2" f
CATE VALVE (FL x MS) 2= 6" 90' BEND FL.
5.. ...
-TO CITY MAIN TO BU'LOING
12" ALL AROUND / 2•_ 6.• DEADMAN
BLOCK
CONCRETE REQUIRED.
BLOCKINGV.
10",8",6" FL x NJ ADAPTOR
ALL DETECTOR DOUBLE CHECK VALVE
10", B" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT
PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN 10" ASSEMBLY 10"00%8"TEE FL.
FROM P.E. COCKS. AND APPROVED 8" ASSEMBLY 8"x8"z6" TEE, FL. 6"
10"- 3'-8" LONG CROSS -CONNECTION CONTROL ASSEMBLY 6'x6"x6" TEE, FL.
ASSEMBLIES PER DEPARTMENT OF
8"- X-C LONG HEALTH LATEST APPROVED LIST. 10", 8', OR 6" GATE VALVE, FL.x MJ,
6"- 4'-0" LONG WITH INDICATOR POST. INDICATOR
DOUBLE CHECK VALVE ASSEMBLY POST VALVE SAME SIZE AS DOUBLE
INCLUDES TWO RESIDENT SEATED CHECK VALVE (MUELLER CO. OR
SHUTOFF VALVES. EOUAL), PAINTED RED.
10", 8', OR 6" FLANGED COUPLING
ADAPTER EQUAL TO ROMAC. 10', 8", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
TOUCH READ PIT LID SENSOR MOUNTED
NOTE:
ON STHROUGH 2" DIA.
EL PLATE
DRILLED
HOLE IN COVER.
I.
LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
38"TO
3 4 22'
2.
4" AND LARGER BENDS AND TEES TO BE CAST
6" PIPE
FL x SCR W
IRON CEMENT LINED,
18' FOR 10" ASSEMBLY 17
,
3.
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
"
1/2" FOR 8" ASSEMBLY 18
1/2" FOR 6ASSEMBLY
2'-6" 3' '
VALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE
5/8"x
5/8'x 3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT
METER WITH 7'-2"
TR-PICE
AND INSTALL ADJUSTABLE PIPE SUPPORT.
REGISTER
4.
INSTALL GALVANIZED LADDER FOR ACCESS.
6' MIN, DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
6" 90' BEND FL.
5.
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN OR MANHOLE
V-11"
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEPT, OF HEALTH CERTIFIED BACKFLOW
GALVANIZED
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
STEEL LADDER
TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE.
COMPACTED FOUNDATION
6.
INSTALL BRASS YV FLARE TEST COCKS WITH Yi
GRAVEL
FLARE CAPS.
ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
° PUBLIC WORKS 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
+ + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
INSTALLATION MARCH 2010
6",8",10" DOUBLE DETECTOR CHECK ASSEMBLY
NTS (WITH STANDPIPE OUTSIDE INSTALLATION)
REMOVE BURRS AND
SIIARP EDGES
SEE NUDE 1.
1 �
•T
3 MIN �; M,N
_ 4' MAX
!� 3' MIN I I ` 3' MIN
4 1
SEE NPTF > I--DIA `\ /
6"M!N MIN ( OF LEVEL GROUND
AROUND FIRE HYDRANT
ELEVATION FLAN
VALVE MARKER POST FIRE HYDRANT GUARD POST
JJTEi:
1. GLIAIRD POSI SHALL RE 6" DIAMETER CL.52 D.I. PIPE, A MINIMUM OF 6' LONG, FILLED
WITH CONCRLTE. PAINT WITH TWO COALS OF "SAFETY YFLLOW" RUSTOLEUM, KRYLON,
SHERWIIN WILLIAMS, OR APPROVED FQUAL,
2. CONCIRETE FOOTING SHALL BF NOT LESS THAN 3 FEET DEEP AND NOT LESS THAN
15-INCH DIAML FER,
3. VALVE 'MARKER POST SHALT BE FROM FOG TITS METER SFAI_ COM-ANY, OR APPROVED
EQUAL. PAINT WITH rWO COATS OF RUST-OLEUM, KRYLON, SHERWIN W:LLIAMS, OR
APPROVED EQUAL HIGH GLOSS WHITE" PAINT. PAINT DISTANCE FROM T E VALVE MARKER
TO THE VALVE ON THE POST WITH BLACK ENAMEL PAINT.
4. VA; VL- MARKER POST TO 9E USED FOR ALL MAINLINE VA-VES OUTSIDE PAVED ARLAS.
L
NO SCALE
FIRE HYDRANT GUARD POST
& VAI VE V AmVFR POST
FIRE HYDRANT GUARD POST & VALVE MARKER POST
NTS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. ABOSSEIN ENGINEERING (AE)
CANNOT BE HELD LIABLE FOR
ACCURACY. CONTRACTOR SHALL FIELD
VERIFY GRADES, UTILITIES AND ALL
OTHER EX FEATURES & CONDITIONS. IF
CONDITIONS ARE NOT AS SHOWN &/OR
PLANS CANNOT BE CONSTRUCTED AS
SHOWN, CONTACT AE PRIOR TO
CONSTRUCTION.
A A
PLAN VIEW
WATER
VALVE BOX LID WITH
EARS IN DIRECTION OF 2" SQUARE
WATER MAIN AND WORD OPERATING NUT
"WATER" CAST INTO IT
12" MIN.
18" MAY„ . -
4" CONCRETE COLLAR FOR
12' VALVES IN PAVED AREAS 4-1/4" DIA.
1/8' MIN. THICKNESS
SEE DETAIL 2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE 1" STEEL
OR OLYMPIC FOUNDRY
LENGTH AS REQUIRED
1 /8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
SECTION A -A EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY DNE
EXTENSION TO BE USED PER VALVE.
NO-E: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSON17E UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
33
ego
T 3„
38" MIN.
WIDTH
WHITE POST
11111 62"
'III III I
_IAA II
24"
VALVE MARKER POST
• �' PUBLIC WORKS VALVE BOX, MARKER &OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
4
��N Cps MARCH 2O10
VALVE BLOX INSTALLATION
NTS
12' M:
18, ME
SEE
A A
PLAN VIEW
WATER
SECTION A -A
VALVE BOX LID WITH
EARS IN DIRECTION OF
WATER MAIN AND WORD
"WATER" CAST INTO IT
CONCRETE COLLAR FOR
i
2" SQUARE
rkOPERATING NUT
LVES IN PAVED AREAS I 4-1/4" DIA.
1/8' MIN. THICKNESS
'IECE CAST IRON VALVE
X, RICH-SEATTLE TYPE 1" STEEL
OLYMPIC FOUNDRY LENGTH AS REQUIRED
1/8" MIN. THICKNESS
/ 2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NO-E: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITI TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSON17E UTILITY MARKER
VALVE MARKER POST TO BE USED FOR 4LL
MAIN LINE VALVES OUTSIDE PAVED AREAS
J�
T 3"
38" MIN.
WIDTH
WHITE POST
62"
-11 ITT
J1�L'II II
-III.
24"
VALVE MARKER POST
s PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
+ '`•` .+ DEPARTMENT NUT EXTENSION
MARCH 2O10
VALVE OPERATING EXTENSION
NTS
O
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O
1
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Om
2
U
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CONNECTION TO WATER MAIN R-408304
8 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
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DEVELOPMENT ENGINEERING uJ
CAI 1 81(2) BUSINESS DAYS Nathan Janders 03/19/2020 0-
�J NTS BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
PERMIT SUBMITTAL SURVEYEDa GEODETIC SURVEYING SCALE:
SERVICE VERTICAL* NAVD 1988
AS INDICATED HORIZONTAL NAD 1983/1991 CITY 0 F
DESIGNEDa SP ON DRAWING '
DRAW. SP RENTON
ONE INCH DATUM
CHECKEDa SP AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
-INISHED GRADE ELEVATION
----'------ --'------------- 1----------'---- ----------- ___-
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN, COVER (12-INC-1 DIAMETER AND OVER)
•a
NEW WATER MAIN POLYPIG ^
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SANE AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOTE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG'
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCR"TE BLOCKING
ALL DEBRIS AND POLYPIGS SWILL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAN
jqdt
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF
STD. PLAN - 300.6
DEPARTMENT WATER MAINS
MARCH 2O10
PIG STATION FOR CLEANING OF W MAIN
3
0
i TESTING DETAI_
F
u *Q A'T
0 NEW DJ. WATER LINE
TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGNG
fgPPINO GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2' TAP AND 2" PLUG
1-BLIND FLANGE ON BOTTOM
TEMPORARY PLUG (NJ) THIN 2-INCH TAP
AND 2-INCH BLOW -OFF ASSEMBLY 1-PLU MJ WITH 2-TAP & 2" BLOW-CFF
CONCRETE BLOCKING TEMPORARY BLOCK
M,
Z
w
3
0
FINAL CONNECTION DETAIL
i
N
W
0.1. WATER LINE
pp-
-��EW
R ALL CLEANING BY POLYP10. PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & 0.1. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL IC MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL- BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL 1E WATER TESTED BEFORE TAP
2. NO SIZE ON SZE TAP5 CIN CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER CAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBE5TO5 CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WALL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL PJTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
qU GNMENT OF E%15TNG LINE OR STUB AND SHALL START LAYING THE NI
LINE AT THE SAME FORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTINI.
5TUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH 0-I, SLEEVE AND D.I. $POOL.
• PUBLIC WORKS
STD. PLAN - 300.1
CONNECTION TO WATER MAIN WITH
+ =•` DEPARTMENT
TAPPING TEE & VALVE
FN
MARCH 2O10
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
WATER PLAN DETAILS
Z
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Q
DATE:
020 25-20 Fl
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