HomeMy WebLinkAboutWWP2703396.2NW 1/4 SEC 8, TWP 23 N, RGE 5, W.M.
I MORTAR FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
(SP PAGE 8074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS --- 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC,,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
IA'
'B'
'C'
'D'
E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
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 3/4' 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER .DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. 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.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL. TYPICAL DETAIL
10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A 'SURETRACK" CLIMBING
AND FALL PROTECTION SYSTEM INSTALLED. y
G� p� ADOPTED
CITY OF RENTON
STANDAR♦ 4
N T DATED PLANS 04/0 LS4
ID4/10/01 RevimIjes. M
0 I 7/961 Added notes. AG DWG. NAME: B071 SP PAGE: B071
FIRE HYDRANT SHALL BE COREY-TYPE, EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M do 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 MATH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 57BO-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 1F REQUIRED.
18" TO 20" BEHIND BACK OF
CURB OR 12' BEHIND BACK OF
SIDEWALK THAT IS ADJACENT 70
CURB
TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER.
EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION
4.875" x 5' STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT
o EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090).
O
MAX 4 RAISED PAVEMENT MARKER TYPE 88
MIN 2" A8 STIMSONITE TWO-WAY BLUE.
42" MIN CONCRETE BLOCKING
\\�� MAIN LINE TEE. 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
16' x 8" x 4' 2-3/4' COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE RODS,
MININUM CONCRETE
BLOCK UNDER
HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN.
1' ABOVE BOOT FLANGE. PLACE B MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS LEVEL ALL GROUND
MIN 3' RADIUS
1 4,875" x 5"
11 STORZ
6
ONE MAN ROCK •
• 6 1!
11/ F1 LL
A
L-
II " III
15"
SECTION A -A
A
I
CONCRETE -
CLASS 3000
12"0 ----
FIBER JOINT
PACKING
45' (1/8) BEND
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
I
T SECTION B-B
CAST IRON RING AN
NOTES
1. 6" CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-O" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
2'-0"
�__4-3/4"
WATER TIGHT
PLUG
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
i
CAUTION VALVE BOX SHOULD NOT REST ON
i
PIPE, LATER COMPACTION IN AREA OF VALVE BOX
r
COULD CAUSE THE BREAKAGE OF THE SERVICE
10
11 1 g
a
PRIVATE PLUMBING
9" MIN.
y SHALL CONNECT
12 MAX.
HERE
i Zx
I
7
7
2' BRASS PLUG
(THREADED)
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
1 z 3 6 7 7
13
$
CRUSHED ROCK BASE
TO SUPPORT VAULT.
8
1-1 /2" AND 2" WATER SERVICE DETAIL
A- A
MATERIAL.
LIST FOR SERVICE WITH METER LOCA a_.IN RIf`.1-17-DF-WAY RFH1N0 CIOEWAIK DRtl1 1-5/8' DIA. HOLE FOR
1.
TOUCHREAD DEVICE
2' topped tee on new water meter.
2.
4" long X 2" brass nipple with threaded ends (MIPT).
3.
2" resilient seat valve with threaded ends, square operating nut and valve nut extension if
required (dwg BR41/page B090).
4.
Two piece cast Iron valve box. Standard 8' top section with regular base section, length to
flt. lug' type cover.
5.
2' brass bushing (MIPT x FIPT) 2 each 2" bross or bronze nipples 6' length, threaded ends 2
TYPICAL RIB
each 2'-90' brass or bronze elbows (FIPT x FIPT)
2-1/2- MIN. FROM NEAREST
6.
2' (MIPT) x compression fitting, Ford C84-66 or equal.
AND FRONT EDGE OF PIT LID
7.
2' soft copper type K or brass nipples, length to fit.
8.
2" threaded brass 90' ell.
9.
2" Customsetter with Ford H -1 - - -
t by-pass o d VB 86 28 11 77 (17 3/16') or McDonald brass
3OB715WDFF775, with Ranged
angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on byposs
with padlock wings. Customsetter shall have vertical inlet and outlet
--
10.
Rigid meter spreader to be supplied and installed in meter setter by contractor.
11.
Water meter shall be supplied and Installed by City of Renton upon payment of all related
water
meter fee and satisfactory pressure and purity tests.
12.
17'x3O' equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile
iron damond plate cover 18"x31' equal to Mid -States Plastics, Inc. MSCBC-1730-R with
_ <'
1-5/8" drilled hole for touchread pit lid, and meter read lid.
'x
13.
2' coupling (compression x FIPT) with 2' plug (MIPT), Ford C-14-66 or equal. The property
3;
owner Is responsible for any necessary adaptation or extension of water service. -
1.
��I�LST FOR 1�2�R����ME�L�A�D W RIGHT -Cif -WAY BEHIND
2" tapped tee on new water main
2.
4' long X 2' brass nipple with threaded ends (MIPT).
3.
2' resilient seat valve with threaded ends, square operating nut and valve nut extension if
required (dwg BR46/page B090).
4.
Two piece cost iron valve box. Standard 8' top section with regular base section,
length to fit, "lug type cover.
5.
2" X 1-1/2" hex brass bushing (MIPT x FIPT)
2 each 1-1/2' brass or bronze nipples 6" length, threaded ends
2 each 1-1/2•- 90' brass or bronze elbows (FIPT x FIPT)
'€
6.
1-1/2' (MIPT) x compression fitting, Ford C84-66 or equal.
- ff
7.
1-1/2" soft copper type K or brass nipples, length to fit.
B.
1-1/2' pack -pint 90' ell, for Ford L44-77 or equal,
9.
1-1/2" Customsetter with by-pass Ford VBH 66-128 x 13-3/16" or McDonald brass, with
flanged
angle ball valve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass
with padlock wings. Customsetter shall have vertical inlet and outlet.
10.
Rigid meter spreader to be supplied and installed in meter setter by contractor.
11.
Water meter shag be supplied and installed by City of Renton upon payment of oil
related water meter fee and satisfactory pressure and purity tests.
12.
17'x3O' equal to Mld-States Plastics, Inc. BCF Series MSBCF 1730-18 with 2' thick Ductile
iron damond plate cover 18'x3l' equal to Mid -States Plastics, Inc. MSCBC-1730-R with
1-5/8' drilled hole for touchread pit lid and meter read lid.
13.
1-1/2' coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The 1-1/2"
& 2" WATER SERVICE DETAIL
property owner is responsible for any necessary adaptation or extension of water service.
LOCATED IN RIGHT-OF-WAY
NOTE:
BEHIND SIDEWALK
SEE BR41-TR ON METER BOX IN DRIVEWAYS O ADOPTED
Oti
4
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
FPI
DATE REVISION I BY PPR D11 DWG.
NAME: 8107.2 SP PAGE: 6107.2
2" OPEN PATTERN, RETURN BEND - 180'
2" GALVANIZED IRON PIPE FIELD LOCATE
2" 90' ELBOW
CUT OPENING AS REQUIRED, AFTER
INSTALLATION, GROUT AROUND PIPE.
2" BEEHIVE STRAINER
2" UNION
SHORT NIPPLE
2" CLOSE NIPPLE
i
2"x2"x2" TEE
2" UNION
17"x3O" PLASTIC METER BOX EQUAL TO MID STATES
PLASTIC, BCF SERIES 1730-18 WITH 2' THICK DUCTILE
18„
IRON DIAMOND PLATE. 18'x3l' MSCBC 173OR e
2" BRONZE GATE VALVE, SCREWED EQUAL
TO RED -WHITE VALVE CORP. FIG NO. 280
2' RESILIENT SEAT GATE VALVE WITH
2" 90' BEND WITH CLOSE NIPPLE
THREADED ENDS
BETWEEN BEND AND TEE
BRASS 90' SENDS WITH CLOSE
N2-2"
IPPLE BETWEEN BENDS
2" GALVANIZED IRON PIPE TO FIT
0 CLOSE NIPPLE
12" MIN. /
a .,P 0 0 0 oao 0 0°0° 0 2" CORPORATION STOP 90' BEND,
$8 20 4 0 °"a 0 0 a I.P. THREAD TO COPPER, EQUAL
d o o
, TO FORD FB 5DO.
2" TYPE K SOFT
J
2" GALVANIZED IRON PIPE
COPPER TUBING TO FIT
18" LONG
DOUDLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
2" CAP WITH 1 /8"
'
HOLE FOR DRAIN.
2" 90' ELBOW DOODLE STRAP SERVICE CLAMP WITH 2"
IPS TAP TO FIT, EQUAL TO MUELLER CO.
AIR AND VACUUM VALVE 2" ASSEMBLY
WASHED GRAVEL, PASSING
APCO NO. 1452C OR EQUAL.
1-1/2" AND RETAINED ON
is
1/4" MESH FOR DRAIN
NOTE
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED
AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION
WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH
OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY
CAN BE INSTALLED.
LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN
PLANTING STRIPS, BEHIND CURB AND SIDEWALK.
2" AIR & VACUUM RELEASE
VALVE ASSEMBLY
`SY p
ADOPTED
V
� ♦
CITY OF RENTON
W
�O
STANDARD PLANS
lSC DATE:04/04
DWG. NAME:B095
SP PAGE:B095
4" POST INDICATOR VALVE
(MJxMJ) PAINTED BLUE
2-3/4- SHACKLE RODS PER CITY
OF RENTON SPECIFICATIONS
4" 90• BEND (MJ)
TEE (MJxFL) 72. 13 LF 4" 0.1. 4- 90' BEND (MJ)
w GATE VALVE (FLd4J) c 7'0' --j
j
Y 4' FLxMJ ADAPTOR
LADDER WITH
4' FLxMJ ADAPTOR SUPPORT BARS•' 2'-
SUPPORT
4" or 6" D.I. PER OSHA
-� TO BUILDING -�
FLOW
EPDXY NON -SHRINK
.. GROUT 2•-4•
4- TEE (MJxFL) . 1
WELDED STEEL COLLAR
CITY PmvA1E
TOUCH READ PIT LID SENSOR MOUNTED ON PIPING PPING
STEEL PLATE COVER THROUGH 1-5/8' DIA.
DRILLED HOLE IN COVER. DEADMAN BLOCK
V TEE REWIRED PATH
PRECAST CONCRETE VAULT WITH 2 3'x3' HINGED STEEL (FL) SHACKLING TO TEE
PLATE COVER. OUTSIDE DIMENSIONS 4'-B'x7'-O-.
(EQUAL TO PIPE INC.. OR UTILITY VAULT WITH
57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) TOUCHREAD PITUD SENSOR
MOUNTED ON STEEL PLATE
6',4' OR 3' GATE VALVE (FLxFL) COVER TWO PIECE CAST IRON VALVE BOX
NON -RISING STEM WITH HAND WHEEL EQUAL TO OLYMPIC FOUNDRY 00,
EQUAL TO MUELLER CO.A-2380-6. STANDARD W TOP SECTION, WITH
REGULAR BASE SECTION LENGTH TO FIT.
6" OR 4- (FL.PE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 Y-6"
LONG WITH COLLAR 20' FROM P.E.
THOSE P BY PACIFICV NUT IF EQUAL TO OSE SUPPLIEDVALVE U EXTENSION REWIRED
WATER WORKS CO. INC. --� I-3" 4 //_
(DWG BR46/PAGE 8090)
ROW -+
12'
6-,4- OR 3• COMPOUND WATER METER (FL) -
EQUAL TO SENSUS SRH COMPOUND METER WITH
TOUCHREAD PITUD REGISTER k SENSOR WITH 4
WHEEL HIGH RESOLUTION (100 CUBIC FEET) ADJUSTABLE STEEL
REGISTER. FOR 3' METER, REDUCE AT METER PIPE SUPPORT
WITH 4"X3• FLxFL CONCENTRIC REDUCER. STANCHION BOLTED
TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(W441CH CLEARANCE SHALL BE A MINIMUM OF 12- FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: D£ADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
6'. 4' OR 3' GATE VALVE
(FL)NJ) EQUAL TO MUM-LIER
CO. A--2380-20.
_;7
TO BUILDING -+
4' tL a�
CITY PRIVATE
PPING PIPING
6' OR 4' PEWE CEMENT
LINED DUCTILE IRON PIPE
CLASS 52. LENGTH TO FIT.
6' OR 4' FLEXIBLE FLANGED
COUPLING ADAPTOR, ROMAC
OR APPROVED EQUAL.
3", 4" & 6" COMPOUND
METER SERVICE
S 33g6 02W
CITY OF RENTON
Approved by: _ Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
TRIAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
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DAND R06ERTSGK PLS
PROJECT MANAGER
ROBERT WALUSr PLS
PROJECT SURVEYOR
SHERI MURATA. PE
PROJECT ENGINEER
DEMISE LIFHN, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 1118106
SCALE: HORIL: N/A VERT.: N/A
EXPIRES: 11/12/ 0"1 r
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB N0.
06-213
SHEET NO.
11OF 12
2t : Lj --:33 1�( o T ci 33 1 V4 6�� 2008 TRIAD ASSOCIATES