HomeMy WebLinkAboutTED4001782.60GENERAL MISCELLANEOUS
DETAILS
REGION NO.
STATE
FEDERAL AID PROJECT NO.
SHEET NJ.
1C
WASH.
BRM- 1288 (2)
I-405-3 635
6j PV 106
6
1
MIN.
�- ONE MAN ROCK
CUT
ONE MEAN ROCK,
MINIMUM CLEARANCE
EACH SIDE 3'-0` !SIN.
zl\ Nll1, I
,,COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN,
PACIFIC STATES CAST IRON PIPE CO. MODEL 2, OR APPROVED
EOiUAL. 6" MECHANICAL JOINT 1NLET WITH LUGS. 5c'" MAIN
VALVE OPENING. TWO 2"' HOSE CONNECTIONS SIATIONAL
/ STANOARO THREADS, 4'' PUMPER CONNECTION CITY OF 1EATTLE
THREADS, AND 1=7PENTAGON ,OPERATING NUT. FIRE ++YORANT
TO BE PAINTED +WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT NO. 43-114, INTERNATIONAL YELLOW OR APPROVED
EQUAL .
+ P+JMaEP CONNECTION
To FACE ROADWAY
RTVF.ANT EXTENSION s �T40-PiECE CAST IRON VALVE BOX,
IF REQUIRED ! ; EQUAL TO RiCH VALVE CO.,
�! I STANDARD C" TOP SECTION WITH
�' ± REGULAR BASE SECTION. LENGTH
�! { i► TO FIT
• CONCRETE BLOCK I NG
CONCRETE BLOCKING--1'-ice,; .:I '-"!n•' }.
l 0`X8"x4,, MINIMUM
CONCRETE BLOCK
•; • ..� CAST IRON TEE, W I TH
— FLANGE S I DE OUTLET
N , `•` 6" ^ATE VALVE. FLANGE X MECHANICAL .i01NT,
EQUAL -0 MUEL r R CO A- 8 -16
LEVEL EACH SIDE
66 23 0
FOR MINIMUM 3'-0" \ 6" CAST IRON PIPE, CLASS 4-2 OR DUCTILE
7 CU.FT. MINIMUM WASHED IRON PIPE, CLASS 52, CEMENT LINED. :ENGTH
��'`� GRAVEL PASSING 1:" AND 70 FIT. TWO 3/4" STEEL TIE RODS, LENGTH ? f �� �o.�_J RETAINED ON c" E*SHED FOR TO FIT
1 DRAIN
6 ; AI
FIRE HYDRANT ASSEMBLY
FILL
FIRE HYDRANT LOCATION iN
CUT OR FILL
DRAWN
CHECKED
PROJ. ENGR.
DIST. ADM.
4!z5 —ega . t 2,9,2
HOE DOT FORM 221-011
RErv0 " STATE FED. AID PROJ. N0. SHEET SHEE
BRM-1228(2)
10 WASH I-406- 341635)
,r.o •,,,a,ocq I
831V106
3.16 87 , REMOVED F H. GUARD POSTS DETAILS DM.
DATE1 REVISION BY APP+D
VALVE OPERATING NUT
EXTENSION DETAIL.
SEE DETAIL
VALVE OPERATION Nil EXTENSION NOTE
1/3 TOTAL LENGTH
r..
4 1/4" PIA, 11/8" MIN. THICKNESS.
EXTENSIONS ARE REQLITRE� WHE"' THE VALVE NUT
.S MORE 'NAN TNQEE (3) FEE' BELOW FINISHED
GRADE. EXTENSIONS ARE TO BE A MINIMUM OF
ONE '1} FOOT LONG. ONLY ONE EXTENSION TO
BE USED PER VALVE.
MOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL SIZEC AS NOTEC, AND PAtNTEC WITH
TWO COATS OF CARSON -ELASTIC (ATCO s2221;
AS SPECIF'"cD BY PRESERVATIVE PANT CO.
OR AN APPROVED EQUAL.
VALVE MARKER POST
ELEVATIONS
VALVE MARKER NOTE
VALVE MARKER POST SNAIL BE A PENTON CONCRETE
PROG'.'CTS = VW-1 OR APPROVED EQUAL. VALVE
MARKER SHALL BE PAINTED WITH TWO COATS OF
PA:N7 r43-114 ';N;E;NATIONA.L YELLOW) AS
Sper;F;ro BY THE PRESERVATIVE PAINT CO. OR
APDPOVEG EQUAL. THE POST SHALL BE SET AT
RIGHT ANGLES TO THE ROADWAY PROM THE VALVE
AND SHALL BE SITUATED IN A SAFE ANC REASON-
ABLE CONSPICUOUS LOCATION. DISTANCE "M
THE VALVE SHALL BE NEATLY STENCILED ON THE
PCST PITH T`WO INCH NUM8ER5 WITH PAINT 043-102
(BLACK) AS SPECIFIED BY PRESERVATIVE PAINT
CO. OR APPROVED EQUAL.
DIVISION OF HIGHWAYS
c/une 27, 1983
HrrrAUVLL
1/8" MIN. THICKNESS.
2" SaUARE.
1" METAL STOCK
LENGTH AS REQUIRED.
3/8" SET SCREW.
2 1/4" INSIDE MEASUREMENT.
2 1/4„ DEPTH.
GENERAL NOTES THAT
SHOULD BE ON ALL
WATER PLAN SETS
GENERAL NOTES
1. All work materials shall be in conformance with the standards and soecifica-
tions of the City of Renton Utility Department and the latest edition of the
APWA Standards and Specifications.
2. All locations of existing utilities shown are approximate and it shall be the
contractor's responsibility to verify the true and correct location so as to
avoid damaoe or disturbance.
3. All water main pipe to be cement lined ductile iron ::ipe conforming to ANSI
Spec's A-21-51-1476 or latest revision, thickness Class 52. Cement mortar
lininq and seal coating shall conform to ANSI A-21-4-74 or latest revision.
PiDe joints to be push -on or mechanical joint. Seddirg to be Class C.
4. All fittings to be cast iron, c", nt lined. Class 250, unless otherwise
specified on drawing conforming to ANS.' Spec. A-21-10-1977, ANSI A-21-11-1977
or latest revision. All fitting jcints to be mechanical joint or flanged.
clanged joints shall be drilled in accordance with ANSI 8 16.1 and shall be
125 'b. configuration, unless otherwise specified on drawing.
E. All water main 10 inches and smaller to maintain a minimum cover of 36
inches below finish grade. All water main 12 inches and larqer shall be at
a minimum of 48 inches below finisn grade. Where utility conflicts occur,
water mains are to be lowered to clear.
6. All water mains shall be pressure tested and disinfected in accordance with
the specifications of the City of Renton and the Washington State Health
Department. All pressure testing shall be done in the presence of a repre-
sentative of the City of Renton.
7. A preconstruction conference and twenty-four hour notice will be required
prior to starting new construction.
8. It shall be the contractor's resoonsibiiity to secure all necessary permits
prior to starting construction.
9. Installation of corporate stoos, water services, lines and meters to be
accomplished by the City of Renton.
10. All connection to existing mains to be accomplished by the City of Renton.
All necessary excavation and materials to be supplied by the contractor and
be on -site prior to City notification.
11. Inspection will be accomplished by a representative of the City of Renton.
It shall be the contractor's responsibility to notify the Utility Department
24 hours in advance of backfilling ail construction.
12. Contractor to provide plugs and temporary blow -off assemblies for testing
and purity acceptance prior to final tie-in.
AIM Washington State
V rAf Department of Transportation
S.W. GRADY WAY
BRIDGE REPLACEMENT
WATER STANDARD DETAILS
-� R 4W / I A 4ZO* 07
sCnrvnED MAR 2 8 2003
G. R4
*��.�'��F�rSTE��`
`�/ONAL
Revised 6/80
C _ /F/ 1171,7