HomeMy WebLinkAboutW-408304PEP
L
u
a
El
11-1/4' BEND 22-1/2° BEND 45' BEND
- \
CAP
TEE 90' BEND
COD
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRMSILT
MSILTY
COMPACT SAND
COMPACT SAND & GRAVEL
FlRM 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
Be 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
1.6
1.0
8
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8
23.3
16.7
1 16.7
1 6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
12
53.0
37.5
37.5
15.0
26.5
18.8
18.8
7.5
20.0
14.0
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'
IRUST BLOCK BEARING
3EA . REFERS TO THE
FACE CF BLOCK THE
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
1L
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/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. 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 3ACK OF SIDEWALK
2"
/-CONCRETE SIDEWALK
OR PLANTING 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 J
THRUST BLOCK
MAIN LINE TE, WITH 6" FLANGE SIDE OUTLET.
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 PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
f,\rTo� MARCH 2O10
Abossein
Engineering,
L.L.C.
FIRE HYDRANT ASSEMBLY
NTS
MECHAMCAL - ELECTRICAL
CIVIL - LEED
FIRE PROTECTION
18465 NE 68TH ST
REDMOIND, WA. 98052
PH: (425) 462-9441
FAX: (425) 462-9451
Mail: cservice®abossein.com
www.abossein.com
POURAZARI #39659
Pou
of lus8z �Y
D 1-4
1 STEg�
PRECAST CONCRETE VAULT PATH 3 - 3Nx 3' ONE EACH SIDE 4% 2 1/2" FIRE DEPARTMENT DOUBLE
HINGED STEEL PLATE COVERS. DIMENSIONS CONNECTION FOR STAND PIPE WITH
5'-8"x ll'-2"z 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.z SCREWED BREAKABLE CAST IRON HOSE CAPS.
VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL. ONE EACH SIOE EQUAL TO GRINNEL
TOUCH READ PIT L SENSOR
FIG. 1682 WITH HOSE CAPS FIG. 1333,
MOUNTED O STEEL PLATE 6" PIPE FL.x 6" SWING TYPE GRAVITY OPERATED
COVER THROUGH 2" CIA. FL 2'-O" 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 3'-0" 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' B"X6"
_ J REDUCING BEND FL.
TEE (MJ x FL) 3'-2" f
CATE VALVE (FL x MS) 2�.{ 6" 90• BEND FL.
5.- IS..
rTO CITY MAIN TO BUILDING
12" ALL AROUND / 2•_ 6.• DEADMAN
BLOCK
CONCRETE REQUIRED.
BLOCKING
10",8",8" FL x MJ ADAPTOR
ALL DETECTOR DOUBLE CHECK VALVE
10 8" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT
PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN 10" ASSEMBLY 10"x10"x8"TEE FL.
FROM P.E. COCKS. AND APPROVED 8" ASSEMBLY 6%8"W TEE, FL. 6"
FROM
RE 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", B", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
TOUCH READ PIT LID SENSOR MOUNTED
NOTE:
PLATE COVERON STHROUGH 2" DIA.
E
DRILLED
HOLE N COVER.
3
36"TO 42'
LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
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
ASSEMBLY 18 "
1/2" FOR 81/2" FOR 6" ASSEMBLY
2'-6" 3' '
VALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE
5/8"x3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT
TR-PL METER WITH 7'-2"
AND INSTALL ADJUSTABLE PIPE SUPPORT.
ICE 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
2'-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
SEF NO;L 1. �/ \
n,
M N
S' MIN
4' MAX O
MINA I I \ 3' MIN
\ /
SEF NOTE
I- DIA -I 3'-0"MIN. RADIJS
6"VN I MIN OF LEVEL GROUND
AROUND FIRE HYDRANT
ELEVATION PLAN
''VALVE MARKER POST FIRE HYDRANT GUARD POST
ITLS:
GUARD POST SHALL 9F 6" DIAMETER CL.52 D.I. PIPE, A MINIMUM OF 6' _01\G, FILLED
WITH CONCRETE. PANT WITH TWO COAIS OF "SAFETY YELLOW" RUSTOLEUM, KRYLON,
SHERWIN WILLIAMS, OR APPIROWD FQUAL,
2. CONCRETF FOOTING SHALL BF NOT LESS THAN 3 FEET DEEP AND NOT LESS THAN
15-INCH DIAML IER.
.3. VALVE MARKER POST SHA! I BE FROM FOG TITS MFTER SEAT_ COM-ANY, OR APPROVED
EQUAL, PAINT WITH TWO COATS OF RUST -OLEUM, KRYLON, SHERWIN WILIAMS, OR
APPkOVED EQUAL HIGH CLOSS WHITE. PAINT. PAINT DISTANCE FROM T JF VALVE MARKER
TO THE VALVE ON THE POST WITH BLACK ENAMEL PAINT.
4. VA' VL MARKER POST TO BE USED FOR ALl MAINLINE VA_VES OUTSIDE PAVED ARLAS.
HILL
FIRE HYDRANT GUARD POST
& NO SCALE VAI VE VARKER 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„
EEZI
4" CONCRETE COLLAR FOR
q12 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 TC 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
3�3
age
T 3„
38" MIN.
WIDTH
WHITE POST
62"
'III III I
_I�� art II
24"
VALVE MARKER POST
• �' PUBLIC WORKS VALVE BOX, MARKER &OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
4
MARCH 2O10
VALVE BLOX INSTALLATION
NTS
TEMPORARY 2" GALVANIZED PIPE
AND 2" CATE VALVE
-INISHED GRADE ELEVATION 1 -
INSTALL 2" PLUG ON TOP BLIND FLANGE
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG
4 FT MIN, COVER (12-INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG !' ^
-------
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE 07 VERTICAL CROSS SHALL BE THE SAME 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
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG-)
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MU) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND ALYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAN
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF
STD. PLAN - 300.6
DEPARTMENT WATER MAINS
MARCH 2010
Plr_ CTATIMti PMR r`I 1= AAIItir` M1= W AAAIM
NTS
PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE:
SERVICE
DESIGNED: SP AS INDICATED
ON DRAWING
DRAWN: S P
ONE INCH
CHECKED: S P AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE P P APPROVED: SCALE ACCORDINGLY
VERTICAL, NAVD 1988
HORIZONTAL• NAD 1983/1991
DATUM
12" Al
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 L 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
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR 4LL
MAIN LINE VALVES OUTSIDE PAVED AREAS
J�
T 3"
38" MIN.
WIDTH
WHITE POST
=lii 62"
Il
LL II II
4I11-
24"
VALVE MARKER POST
+ PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
MARCH 2O10
VALVE OPERATING EXTENSION
NTS
3
0
= TESTING DETAI_
x
W re n
• • 0 NEW D.I. WATER LINE
� ITII
(/T
1
TAPPING TEE (MJxFL) VERTICAL CROSS(MJXFL) FOR POLYPIGG NG
TAPPING GATE VALVE (FL XMJ) 1-BUND RANGE ON TOP WITH 2" TAP AND 2' PLUG
TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BUND RANGE ON BOTTOM
AND 2-INCH BLOW -OFF ASSEMBLY I-PLUC(MJ) WITH 2-TAP & 2" BLOW-CFF
CONCRETE BLOCKING TEMPORARY BLOCK
i
3
0
FINAL CONNECTION DETAIL
i
N
w
�` NEW D.I. WATER LINE
R ALL CLEANING BY POLYPIG. PRESSURE TESTING
AITAND
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & II 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 CCR-TEN. A.U. TEES
ANO VALVES SHALL 3E WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER CIAMETER 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 P)THOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL AUGINMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PEFFORM THE FINAL CONNECTION FROM THE WATER LINE
70 THE TAPPING VALVE WITH D-1. SLEEVE AND D.I. SPOOL.
PUBLIC WORKS
CONNECTION TO WATER MAIN WITH PLAN - 300.1
.:.� DEPARTMENT
TAPPING TEE &VALVE
�J
MARCH 2O10
O
M
M
O
1
6
,
LJ
V J
N
O
O
O
ry1
W
T
J
2
U
2
U
J
a
I -
CONNECTION TO WATER MAIN R-4083Q4 Ov
8 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
I-
Z
IDEVELOPMENT ENGINEERING I uJ
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
CITY OF
JW RENTON
Planning/Building/Public Works Dept.
FIRST UKRAINIAN PENTECOSTAL CHURCH
3811 NE 21 ST ST
RENTON, WA 98056
WATER PLAN DETAILS
a
Z
Q
GATE cc
02-25-20 �e
FlELDBOOK:
PAGE
DRAWING NO:
C8.3
SHEET: OF.
24 65