HomeMy WebLinkAboutWTR2702165.7SECTION 18, TWP 23 N, RGE 5 E, W.M.
CAUTION VALVE BOX SHOULD NOT REST ON PIPE.
LATER COMPACTION IN AREA OF VALVE BOX COULD IN UNIMPROVED RIGHT OF
CAUSE THE BREAKAGE OF THE SERVICE. WAY INSTALL METER BOX 2" BRASS NIPPLE
w AT PROPERTY LINE. CAST IRON OR
DUCTILE IRON (MIPT x MIPT)
z z WATERMAIN MANHOLE RING AND COVER TO BE 25" (TRAFFIC TYPE
- CONCRETE BLOCKS SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER CLEAN OPENING EQUAL TO INLAND FOUNDRY LIDS (IF. 714)
FOR SERVICE FROM EXISTING PLASTER SMOOTH INSIDE AND OUTSIDE FACING WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT "WATER".
HOLE „
f-- WATERMAINS INSTALL 2 FORD �° 8 FROM CENTER. COVER SHALL HAVE WORDING WATER .
4" TO 10" MAINS n � F202 STYLE SADDLE (IPT) OF GROUTTMENT RINGS WITH 1/2 THICKNESS 3" MIN.-12" MAX. CONCRETE LEVELING BRICK
REQUIRE 3 MIN. COVER. 1 11 1 0 o SAFETY STEP OR PRECAST RINGS.
12" AND LARGER MAINS a ALTERNATE CONNECTION DETAIL AND LADDER f 48"x25" OFFSET CONE SECTION 19" HIGH
REQUIRE 4 MIN. COVER
:.,, ,. ..;.•,:-._.........;;.:>;:,.:,.,-.. -. FOR EXISTING MAINS
FOR VALVE CHAMBER EQUAL TO PIPE INC.
i ;,.•
CITY OF SEATTLE DESIGN.
LLJ .'• 48" I.D. BASE SECTION WITH CUTOUTS TO MATCH
- : LEAVE EXPOSED �> s "
4 i�0 f RISER SECTION FOR 12 WATER MAIN EQUAL TO
7 BY PASS NOT 12 MATERIAL LIST FOR 1-1 /2 SERVICE
F-0.R IRRIGATION ;, PIPE INC.
: ERS. TYP59
1. 2" tapped tee. S�PPORTEPAD _
2. 6" long x 2" brass nipple (MIPT). - I-�--
1 2 3 5 6 7 7 13 3. 2" (IBBM) IOWA gate valve (full opening for tapping) or equal. r:' ..,_INSTALL EPDXY NON -SHRINK AND WATER
g CRUSHED ROCK BASE •�:f:. TIGHT GROUT (TYP.)
TO SUPPORT VAULT 4. Two piece,,, cast iron valve box, Olympic Foundry Co. or equal.
2 - 90' BRASS OR BRONZE ELLS �,IPTxFIPT)I ^-� y CONCRETE SUPPORT PAD
Standard 8 top section with regular base section, ength to fit.Cp�a,_F2 -BRASS OR BRONZE NIPPLES3 - BRASS OR BRONZE NIPPLES (1 /2") 5. 14" MIPT x compression fitting, Ford C84-66 or equal. ' "
» ELEVATION ELEVATION
1-1/2 AND 2 WATER SERVICE DETAIL 6. 14" MIPT x compression fitting, Ford C$4-66 or equal.
7. 14" packed joint ell, Ford L44-66 or equal. DRILL AND TAP 12" DUCTILE IRON
MATERIAL LIST FOR 2" SERVICE 8. Customsetter with by-pass, Ford VTM 66-12B x PIPE AND INSTALL 1" (FORD CORP.
1. 2" tapped tee.
13 3/16" or equal, with vertical inlet and outlet. STOP F1000 90° ELL #L44-44(CCxIP)).
�. •-
2. 6" long x 2" brass nipple (MIPT). 9. Rigid Meter Spreader, supplied by City of Renton Water Maintenance
Division, to be Installed in meter setter by contractor. r•
3. 2" (IBBM) IOWA gate valve (full opening for tapping). 10. Water meter shall be supplied by the City of Renton and installed 3„ 13"
4. Two piece cast iron valve box, Olympic Foundr Co. or equal. Standard 8" upon removal of the terTporar� blow -off assembly, and � VAULT
p.q acceptance of purl y an pres ure tests. -
top section with regular base section, length iYo fit. - 13„ 1Z GATE VALVE INSTALLATION
11. 17 x28 concrete meter box with 3/8 steel diamond plate cover, ;WITH BY PASS ASSEMBLY 1")
5. 2" FIPT x compression fitting, Ford C14077 or equal. Fog -tight Meter Seal Co. No. T meter box or equal.
�, 12. 1 1/2" coupling (compression x FIPT) with plug (MIPT), Ford C-14-66
6. 2 Type K soft copper tubing, length to fit. ) ADOPTED
or equal. The property owner Is responsible for any. •'' .` CITY OF RENTON
7. 2" Packed joint ell, Ford L44-77 or equal. necessary adaptlon and extension of the water service. (FrT
Standard plans
8. Customsetter with b - ass, Ford VTM77-12B x 17 3 16" or equal, with LST DATE: 12/15/91
P / q 1-1/2" & 2" WATER SERVICE DETAIL PLAN
vertical inlet and ou�let. DATE REVISION _ BY APPR' DWG. NAME: BR48 SP PAGE: B091
9. Rigid Meter Spreader, supplied by City of Renton Water Maintenance
Division, to be installed In meter setter by contractor. ADOPTED
CITY OF RENTON
10. Water meter shall be supplied by the City of Renton and installed upon Standard plans
removal of the temporary blow -off assembly, and acceptance of purity LST DATE: 12/15/91
and pressure tests.
D� ATE ,REVISION _ BY APPR'D DWG. NAME: BR42 SP PAGE: B107
12. 2" coupling (compression x FIPT) with plug (MIPT) Ford C-14-77 or
equal. The property owner is responsible for any necessary adaptation
and extension of the water service.
4;" ADAPTOR, FLxSCREWED ONE EACH SIDE CCX FCTIONRFORESTANDPIPE DOYPLE
PRECAST CONCRETE VAULT WITH 3 - 3x3' 4 x4 x6 BULL HEAD TEE, FL BREAKABLE CAST IRON HOSE CAPS.
HINGED STEEL, PLATE �OV,VRS., 6" PIPE FLxFL ONE EACH SIDE EQUAL TO GRINNEL FIG.
3 DIMENSIONS 5 -8 x 11 -2 x 7 -2 EQUAL 0 LONG 1682 WITH HOSE CAPS FIG. 1333.
TO UTILITY VAULT OR EQUAL�� 6" SWING TYPE GRAVITY OPERATED CHECK
`3�Q'THE BY-PASS ASSEMBLY SHALL BE 17 1/231 FOR 8,, ASS'Y VALVE, FL EQUAL TO MUELLER CO., ,
_ INCLUDED AS PART OF THE DETECTOR 1 2 FOR 6 ASS >>
3'-0" W/BALL DRIP VALVE AT BOTTOM A-2600-6
SEE DETAIL 1 3 TOTAL LE GTH 2 SQUARE DOUBLE CHECK VALVE ASSEMBLY. 1 - 2 INSTALL EPDXY NON -SHRINK GROUT (TYP.)
/ VALVE MARKER NOTES: 3 ,,:.:. '' ` ` '� '' 6" PIPS FLxFL 3'-0" LONG
i� VALVE MARKERS SHALL MIN 10" 8" OR 6" FLx P�, N :;.:�.:` F_ - 7 - 6" SHORT RADIUUS 90' BEND FL
WIDTH PIPS WITH COLLAR 18 I
BE EQUAL TO CARSONITE FROM PE - 2 " 90° BE D FL 1 " ASSEMBLY
SEE :;.:: �?
" UTILITY MARKER. COLORED 10 - 3 -8 LONG :;,';��:; �° ° 8 x6 REDUCING
II 4-1 /4 DIA. 1 /8 MIN. DECAL _ _ ••
II THICKNESS VALVE MARKER POST 62" EGEN POST 6"- 4'-0" LONG I 90° BEND, FL
LONGM
TO BE USED FOR ALL DEADMAN BLOCK
1" METAL STOCK MAIN LINE VALVES 12" ALL AROUND- ' ''.t•_ REQUIRED,
OUTSIDE PAVED AREAS {
LENGTH AS REQUIRED 1Q" A EMBLY 1[0"�10„x8 TEE FL
1 /8 MIN. THICKNESS CONCRETE BLOCKING 8' ASSEMBLY 8'x8 x6 TEE, FL
3/8" SET SCREW ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES 10" 8" OR 6" GATE VALVE FLxMJ
SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES PLAN Sl'INDI'CATOR POST. IND. POST VALVE
- 2-1/4" INSIDE MEASUREMENT AND TEST COCKS. AND APPROVED CROSS -CONNECTION S ME SIZE AS DOUBLE CHECK VALVE
2-1/4" DEPTH CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. (MUELLER CO. OR EQUAL).
VALVE OPERATING NUT VALVE MARKER POST ELEVATIONS DOUBLE CHECK VALVE ASSEMBLY INCLUDES 10", 8", OR 6" FL COUPLING ADAPTOR
EXTENSION DETAIL TWO RESILIENT SEATED SHUTOFF VALVES. EQUAL TO ROMAC.
NOTE: 10", 8", OR 6" D.I. CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
311
1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING.
VALVE OPERATION NUT EXTENSION NOTE: VALVE MARKER NOTES: 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON,
36"-42" CEMENT LINED.
VALVE MARKERS SHALL BE EQUAL TO ='y. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES
EXTENSIONS ARE REQUIR D WHEN VALVE NUT CARSONITE UTILITY MARKER =}' AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN
IS MORE THAN THREE (3) FEET BELOW FINISHED r 6 PIPE VAULT OPENING. AFTER COMPLETE INSTALLATION, REMOVE „
GRADE. EXTENSIONS ARE TO BE A MININMUM OF VALVE MARKER POST ELEVATIONS = 2'- 3 -2 FL x SCREW THE TEMPORARY SUPPORT & INSTALL CONCRETE SUPPORT 10 8 AND 6" DDCV ASSEMBLY
ONE (1) FOOT LONG. ONLY ONE EXTENSION TO 18 FOR 10 ASSEMBLY
BE USED PER VALVE. 17 1/2;; FOR 8;; ASSEMBLY- PAD OR ADJUSTABLE PIPE SUPPORT. s" STANDPIPE w/4 2--1, 2 NOZZLE.
18 1 /2 FOR 6 ASSEMBLY N 4. INSTALL GALVANIZED LADDER FOR ACCESS. CROSS CONNECTION/BACKFLOW
NOTE: ALL EXTENSIONS ARE TO BE MADE OF 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BYPASS DCVA PROTECTION ASSEMBLY
STEEL SIZED AS NOTED, AND PAINTED WITH MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH
TWO COASTS OF CARBON ELASTIC (ATCO #2221) L- CERTIFIED BACKFLOW DEVICE TESTER. TEST REPORT TO BE
ADOPTED
AS SPECIFIED BY PRESERVATIVE PAINT CO. �� SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING CITY OF RENTON
OR AN APPROVED EQUAL. 6 MIN. DRAIN TO �°�.2 -11 ��. 6 90 BEND FL
DAYLIGHT OR STORM ` :.�: DEPT. PRIOR TO ACTIVATION OF NEW LINE. ` ` Standard plans
DRAIN SYSTEM WITH 6. INSTALL BRASS PLUGS AT ALL TEST COCKS. NT IST DATE 12/,5/9'
CATCH BASIN OR MANHOLE "ii4l '` �` ' " ''''
DWG. NAME: BR56 SP PAGE: B099
COMPACTED FOUNDATION GRAVEL I DATE REVISION BY APPR'D
GENERAL MISCELLANEOUS DETAILS
DOPTED END VIEW CITY OF RENTON
CrrY OF RENTON Leonard, Boudinot & Skodie Inc.
♦ � ♦ � '-` PROFESSIONAL ENGINEERS &LAND SURVEYORS DEPARTMENT OF PUBLIC WORKS
Standard plans
1ST DATE: 12/15/91 QQ 603 South First Street; P.O. Box -1228 FRED MEYER
Mount Vernon, WA 98273 RENTON CENTER
DATE REVISION 8Y JAPPR'D DWG. NAME: BR46 SP PAGE: 8090 Tel: 206-336-5751 Fox-, 206-336-398'
DETAILS
DESIGNED: DATE: 8/8/94. FILE NAME: 94058
2 PER CITY/ARCHITECT COMMENTS DEL HAF 8/12/94 DRAWN: SBK
1 REVISIONS PER CITY COMMENTS DEL HAF 7 14 94 CHECKED: HAF SCALE: AS NOTED FlELD BOOK: PAGE:
NO. REVISION BY APPR. DATE APPROVED: SHEET:C-290F: &o
DIRECTOR Of PU6LIG WORKS
O