georgetown village townhomes 11/22/1989
1 ,f
WlISOIU
& COMPANY
631 East Crawford Avenue
Salina, Kansas 67401
Po. Box 164067402-1640
913-827-0433
Albuquerque
Colorado Springs
Kansas City
Phoenix
Salina. Kansas
Wichita
22 November 1989
State of Kansas
Dept. of Health & Environment
Divison of Environment
Forbes Field
Topeka, KS 66620
Attn: Mr. Steve Gyorog
Municipal Programs Sections
Re: AAA Builder
Georgetown Village Townhomes
Salina, Kansas
WCEA File: 89-084
Dear Mr. Gyorog:
We are transmitting one set of specifications with plans for your review and
approval. Also enclosed are two specification/plan covers.
The application for Public Water Supply Permit is enclosed.
We plan to begin construction within 30 days or as quickly as possible.
Upon completing your review, please return two specification/plan covers to our
office with your stamp of approval thereon. Retain the full set for your files.
Please contact us if you have any questions or comments.
WILSON & COMPANY
Martha A. Tasker
Ene.
cc: Bill Plumlee
Don Hoff
-cit
Engineers & Architects
.
.
State of Kansas
DEPARTMENT OF HEALTH AND ENVIRONMENT
Division of Environment
TOPEKA, KANSAS 66620
Public Water Supply
PERMIT APPLICATION
17 November
19 !l9
To the Secret4'l1, Deparlment of HeaW. and Enoironment, Topeka. Ka....as:
In confonnance with the provisions of Kansas Statutes Annotated 65-163
City of Salina, Kansas
Name of Municipality, InsUtu.t1oa.. District. Company. Corporation or Person
hereby makes application to the Department of Health and Environment for a ~rmit, or additional permit due to proposed cbange
in sour<:e, storage, or trea~ to supply water for domestic porposes to the public within the State of Kansas, in BOOOrdance with
the information herein oon. and with the acoompanying maps, plans and sPeclllcatlons. which are made a part of this application.
......
The following questions arc desigoed to meet the roquiromeots of widely varying oonditions. Answers are desired to all applicable
questions.
1. Type of facilities to be oonstructed:
GENERAL
6-inch Distribution Line with 1 Fire Hydrant
20
2. Give population to be served
SOURCE Of SUPPLY-SURfACE-WATER SUPPLY
NO CHANGE
3. In case the proposed supply is to be taken from a river or creek, furnish the following information:
(a) Name of stream
(b) Drainage area above intake, in square mOes
(c) Approximate minimum flow of stream
(d) Location of intake with reference to potential sources of pollution
(e) Furnish map of general layout, together with plans of intake, suction line, dam, intake well, and all other devices to be used
in talcing water from the river, and specifications for their construction.
(f) Remarks
-1-
.
.
4. In case the supply is to be taken from an impounding reservoir, furnish information as follows:
(a) Area of water surface when reservoir is full, in acres
(b) Maximum and average depth of water in reservoir, when full:
Maximum
; AvC'ra,::e
(c) Approximate holding capacity of reservoir when full. in gallons
(d) Name of creek tributary to reservoir. and its drainage area in acres or square miles
(e) Average yearly rainfall over drainage area
(f) Nature 01 drainage area, smooth or rough
percent 01 tilled land
percent of timbered land
(8) ,Vitat measures will be taken to protect the drainage and reservoir from contamination?
: sand or clay
; percent of grass bod
(h) What measures are proposed for protecting the supply from excessive plant and algae growths in shallow water? _
(I) Furnish (1) a map of the drainage area, showing the location 01 all public roads and nlilroads; all residences, animalleed-
lots, and picnic or camping grounds within the limits of the area; (2) a large-scale contour map of the reservoir area; (3)
plans of the dam, spillway, blow-off or drain, and Intake arrangement, together with specifications for their construction.
SOURCE OF SUPPLY-GROUND-WATER SUPPLY
NO CHANGE
5. In case the proposed supply is to be taken from wells, furnish information as lollows,
(4) Number 01 wells available at present
(b) Number 01 wells to be constructed
(e) Location of wel1(s) to be constructed (1I11 section, twp., R)
(d) Diameter and depth 01 each new well
(e) Log of the wen or test holes
(f) Description of the aquiler lrom which the supply of water is to be obtained
(g) State type of well casing and its diameter, length, thickness and weight per loot
-2-
.
(h) State means employed to facilitate the entrance of water into the well from the aquifer. If a well screen is to be used. give
length. type of material and size of openings
(i) Give detailed results 01 any preliminary tests that have been made to determine the yield 01 the preposed weDs, or any
data that might be used in estimating such yields
(j) Fnmish large-scale map showing general layout 01 weDs, together with plans and speci6cations lor the construction 01
wells. well house. pumping equipment and appurtenances.
6. In case the proposed supply is to be derived from springs, lurnish information as lollows:
(a) Character and thiclmess 01 aquifer from which springs apparently Bow
(b) Results 01 any measurements or tests that have been made to determine the yield 01 the proposed springs, or any data that
Dlight be used in estimating such yield
(c) Fnmish large-scaIe map showing general layout 01 springs, and plans and speci6cations lor the oonstruction 01 whatever
collecting chambers, tunnels, weirs and conduits are to be used to collect or store the water from the springs and convey it
to the point of use.
7. In case the supply is to be collected from an underground source by means 01 infiltration galleries, collecting pipes or tunnels,
or similar devices. furnish the following information:
(a) Descriptiion and depth 01 aquiler lrom which supply is oollected
(b) Character nnd thickness of each stratum of material encountered. from the surface of the ground down to the aquifer from
which the water is to be obtained
(c) Give results 01 any tests that have been made to determine the probable yield 01 water lrom tbe preposed construction,
or any data that Dlight be used in estimating such yield
(d) Furnish large-scale map showing general layout 01 collecting system, together with plans and speclflcations for the oon.
struction of collecting pipes, tunnels, Of galleries, and of whatever weirs, conduits and other devices may be employed.
-3-
8. Are there any cesspools. septic tanks, sanitary sewers, feedlots. underground storage taDles: for petrolewn products or chemicals,
or other sources of pollution within 600 feet of site of proposed supply?
If so. specify each. or show location on a map
9. Are there any salt or oil wells in the vicinity that would be likely to injure tbe supply?
10. Is there to be an auxillOI}' supply for emergency use, as in care of large fires? If so, describe source of such
supply, the connection of the same with the pumping plant, and the oonditions under which it is to be used:
";-::
PURIFICATION
NO CHANGE
11. State briefly the treatment processes to be used
12. State basis of design of treatment worb as to capacity
13. In case of aeration, give type and location of aerator
14. In case of preliminary sedimentation, give type, capacity, theoretical detention, overflow rate and weir loading of basin:
15. In case of sedimentation with coagulation, furnish information as follows:
(0) O-UcaJs used
(b) Points of application of chemicals, and facilities for feeding, mixing and 8occulatiog:
(c) Capacity, theoretical detention, overflow rate and weir loading of basin:
(d) Type of sludge disposal
-4-
.-'
16. In oose of filtration Inrnlsh Infonnatlon as to the following:
(.) General type of filter
(b) Number and dimensions of filter units
(c) Type and source of filter media
(d) Depth of filter media
(.) Type of underdrain
(I) Quantity and source of wash water
(g) FUter equipment (gauges, contrnllers, etc.)
(h) Type and capacity of clearwell
17. Chlorination is required. Give infonnatlon on chlorination equipment:
(.) Make, model and capacity of equipment
(b) Place of application
18. What laboratory facillties and equipment are to he provided?
(.) Make and range of chlorine residual test Iclt
(b) Other
19. Axe daUy operation records to bo maintained?
Specify items to be recorded
20. Furnish general C of the pwiIlcatlon plant, showing relative locations and elevations of settling basins, filters, chemical
feeds, cIOuweII. protection arrangements, and other general features of the ~ indicating all pi{lO connections. Also,
furnish detaUed drawings in all cases In which these are essential to the proper understanding of the plant.
PUMPING AND DISTRIBUTION
21. Low servine pumps:
(.) Type and capacity of each in gallons per minute
(b) Suction llft in feet: ordinary
; maximum
(c) Discharge bead in feet
-5-
.
22. High service pumps:
(a) Type and capacity in gallons per minute
;.:'
(b) Suction lift in feet: ordinary
(c) Discharge head in feet
; maximum
2$. In regard to the pipe system for distributing the supply, furnish information as follows:
(a) Total length of each size of pipe in entire system:
I-inch It 4-in"" It lO-incl>
2-inch It 6-incI> 450 It 12-in""
3-inch It B-incl> It
(b) Type of pipe to he used Class 52 Ductile Iron
..
It
It
It
It
TotAl
It
No
(c) Is any portion of the pipe system to he carried over a stream on a bridge, or otherwise to he esposed?
If so, give methods to be used to prevent freezing
(d) Number of lire hydrants
(e) Number of f1usbing hydrants
24. In case an elevated tank or a standpipe is to be used, give the following information:
1
None
(..) Diameter and heigh~ in feet
(b) Capacity, in gallons
(c) Height nf top of tank or standpipe above foundation
(d) Height of top of tank or standpipe above area of major use
(e) How is tank or standpipe to he covered?
(t) HIgh water level with respect to existing tanks
(g) Capacities of existing tanks
25. If a pressure tank is to be used, give size, and pressure range
26. In case a ground level or below ground level reservoir is to he used, give information as follows:
(..) Shape, dimensions, and capacity when full
(b) Height of water level, wheo reservoir is full, above area of major use
(c) Is a provision to be made to cut out the service reservoir in case of Ore. and operate under direct pump pressure?_
27. Furnish plaos sbowing all details of the facility for wbich this application is made such as, source of supply, transmission main,
distribution system, and water storage tanks. Also furnish specilications for all equipmeot included in the project and for an
installation procedures where applicable.
-6-
.
28. Give name of person or Gmt responsible (or engineering
Wilson & Company
29. How and by whom is the work of construction to be superrised?
Part time by the City.
30. Give oame of well driller:
AUTHORITY
31. Name and address of proper omcial to be coolacled:
City County Building. 300 W. Ash. Salina. Kansas
Joseph A. Warner, Mayor
67401
Signature of proper omciaU-P::- iY ~ a ~~ ~ -,A/
Mayor
Stale of Kansas, Couoty of
S-...... \ At.... .....Jo
, 55.
SWORN TO AND SUSSCRIBm before me, a notary public in and for said county and state. this
2o~
day of
(1"'.'.....L\....
19..<fl.-
(SEAL)
~c-AL~~
NolGryPublic
My commlssloo expir-
~ M. Eo A880Tt
NOTARY PUBUC
STATE OF KANSAs
MY APPr. EXPIRES APRIL 2, 19!12
-7-
MI.1750
. -
Engineering Department
300 West Ash Street
P.G. Box 736
Salina, KS 67402.0736
Telephone (913) 827-9481
Salina
l...A~
AU-AMERICA CITY
"IIl'
"..
ACTING CITY ENGINEER
DONALD E. HOFF, P.E.
--.---
.
December 14, 1989
Mr. John Ludes, Jr.
Ludes Plumbing
2025 Glendale Road
Salina, Kansas 67401
Re: Georgetown Village Townhomes
Morgan Supply, Inc. Submittals
Dear Mr. Ludes:
We have reviewed the above submittals for valve boxes and fire
hydrants for the Georgetown Village Townhomes project. All items
appear to meet the required specifications and, therefore, are
approved for use on this project.
Advise Morgan Supply, however, the Clow "Medall ion" fire hydrants
used by the City of Sal ina are normally not "stock" items.
Enclosed is a copy of the project specifications for fire
hydrants. This specification lists the nozzle requirements; bury
depth; auxiliary valve; and color coding.
Contact me if you have any questions concerning this project.
Sincerely,
!~ ~
!on ~~1(~ W
DH/mp
Enc.: (1) Submittal
MEMBER. . . LEAGUE OF KANSAS MUNICIPALITIES . NATIONAL LEAGUE OF CITIES
. ~
.~ 1,
\)~.
. .
PLUMBING. HEATING. AIR CONDITIONING. PUMPS. TOOLS
WELL SUPPLIES
JOB: G~UHGlTuWN uILLAGL TUWNHUMl5
bY: LUDl5 PLbG,
APPR ",:
.11..
For generdJ conf~.-iiii"'; . Wans d
spe 'f" unPllil .... an
c, 'cations. ' '. _._
'f' . -II not
ye~' led. ContracIDII full Nspu.lSfblllty
IS In no way refftNcl .... this
-. . ", approval.
CITY '!NGINlllUNI DEPARTMENT
.,i ~~~~~/
333 NORTH FRONT STREET! SALINA, KS 67 401! (913) 825.1333
,
~.
. ,
"
--r~.e5r2 /J1cA,cr'~ 15 Ore C:S f'-:r
, JI " /. - liU'Cr {; cq f 1C'.r5 J -
CLew CJ/ OT ~.Jqfl",q .9/~~~./~
Dlvlslo;'ofMcW~n..lnc. MEDALLION" HYDRANT
(~~7i"~~-""''''''''-~'-'~~~
.' .
Clow Valve Division
( P.O. Box 350 .' ," ';~ . '.
Oskaloosa, IA 52577 .,,'.. .... .'~ . .
1-800-247-CLOW .,'" . .... .': ," ". .' "';>,", I
. , . , . .' ,': '.r~. .....~ .' " . .:.': : ';~. ....
Fax 515-673-8269 .'._"_ . ." .... . .... . ......" ,.,:.~.,
~. ..~.. ~ of :~::/.i:' '~.. :.:. ';~J~t;2~ ~}"';-... .:.::'~~tt~:~~~':~i"'l'~:,~"~j~i.:~ ~.:~.~ ..~:.~~..~J;'.~i"' .::' . .
Illl/Jlllll~
Forerunners in hydrant design,
Clow Valve has developed the
classic new "MEDALLION"€> fire
hydrant. Clow Valve's
engineering department,
working with NASA, has
designed the MEDALLION€> to
be the lowest pressure drop fire
hydrant on the market today!
Designed and built to exceed
'CII'current'AWW A standards
. (. and. bearing the Ul/FM seal of
. 'approval, each MEDAllION<!l
will provide truly first class fire
protection and performance.
Available in both 5%" and 4~"
main valve openings.
For traditional Classic
appearance and high
technology engineering. . . . .
The answer is the MEDAlLlON<!l!
'.: .,....
A.":',;,::~~'" '. .:
..
,
,
. .
CLqW
Division of McWane.lnc.
MEDALLION'" HYDRANT
(
. n . T~ .-,- , ~., '~.3 -," ," - ... " '~'t' .~')' ,_" "'~" 'I' ;.r.;tj,,.
.,,:.'..... ,~,.~ -.. l.>f;'" ,":":'\;-... ;.! .r",,'--:lO.:" (, r t '-~ ':~"','''l .. ;.r:"'.:- ~..' '.. ~ ~ '~...~t.:..'v....~'i,<: ':.: :'f ~ \, '~~'\' \ .' .,.' . '.1;7, \'~'..','" ~~~', '.t'~. '... 01 ,,<"~"'.. " ",' r: ......>:'''' '"'T" _
,.... . f." '4J ,"'-_ C \~', .""... .., f,.. '., ..... ,.~.... ~~. .
.
."
IIIII~II~' .
Forerunners in hydrant design,
Claw Valve has developed the
classic new "MEDALLlON"<'J fire
hydrant. Claw Valve's
engineering department,
working with NASA, has
designed the MEDALLlON<'J to
be the lowest pressure drop fire "01 _ .~III ',. : I
hydrant on the market tOday! Ilmu. 1~lIlij~I'>~=:"""';' I'
. . ".lIh"'UIl14 IIII~.III I
DeSigned and built to exceed 1 ';-"01'111 I ~. -
all current AWW A standards .,~ . ~;; /1 II . I :.
( . and bearing the UL/FM seal of .
approval, each MEDALLlON(!)
will provide truly first class fire
protection and performance.
Available in both 5X" and 4X"
main valve openings.
For traditional Classic
appearance and high
technology engineering. . . . .
The answer is the MEDALLlON(!)!
Claw Valve Division
(?a.Box350 ." ....... 'i, ; '.j '. I
Oskaloosa,IA525n t"," ....,.... r. . .',.""~,:..."'. I
1-800-247~CLOW. ,'.'. "\.:., ',.,.~. ';...:.:' .: ~ '~'<"'!-'..
Fax 515-673-8269 ..... "0 .', Co . ..... :....,. .,'"F'
. -. .... . -:~~. >~/ >:'J'.i:~ ;Q~' :::: '~~i';J~\~"';-~<-:~:,..:~t~~:~~:;::,~~~"i'~J""!;~;::~ ~::~,; ..~~,,,.~~'~~~/f:l'" /'
'. ..... .:.
. . ~"".'
", . . ';'.<:..;~:i~::... ,;"
. .
-,
. '.
~.
(
FEATURES
BENEFITS
A Camputer designed waterway
. Superb flaw characteristics - more water
to. fight fires - fast!
B. Every hydrant is AW'NA, UL
and FM appraved
. Exceeds requirements set by AW'NA
CS02
C. Delrin' thrust bearings bath abave and
belaw thrust callars
. Easier aperatian means water faster
D. Salid branze aperating nut with
weathershield
. Smaath, easy aperatian under field
canditians
E. Salid branze drain ring mates with a
urethane valve seat
. No. carrasian, no. leaks, pasitive shut off
F. Commercially availabl~()-ring seals
at mating flanges..
. Eliminates need far flat gaskets - a-rings
readily available
(.
. .
G. Branze to branze main valve opening
. No carrasian . . . easy to remove parts.
after years of service . ..
.....-u'.,...
H. All nazzles are salid branze -
with a-ring seals
. Easily replaced in case of damage -
no. leaks .. . . .
I. Bronze upper valve plate faced with
urethane to. activate drain ports
· No. lass of water through the drain while
hydrant is open. No. corrosion
J. All warking parts remavable thraugh
top af hydrant
. Easy maintenance
K. Branze seat ring baited to hydrant
battam
. Extra protectian if hydrant is hit
L. Field tested break flange and caupling
. No. damage to. hydrant if struck. Easily
replaced. Permits 3600 ratatian af
nazzle sectian
M. Integrally cast thrust pads an rear and
battam af hydrant shae
. Hydrant is easily set and restrained
. I' '.' . - . , '. _ 'I . ~," .:' .' \., ':t ~ ~. . J! : _ " . ::' - '. " . ~. , J _;,
THE ANSWER IS
CLeW
..
,.
'I
(
"'. Dly
"-1 1
"-. .
"-,
"-,
"-~
"-6
"-7
"-4
"-.
"-10
H-1I
"'"
"-1)
"-140
""~
"-16
....7
""-111
.....
...",
"-11
H-ll
H-1]
....,
"'11
"-26 1
...n .
"-21l1 .
. "-It .
"')0 .
...). Z
...)Z 1
"')J .
....,. .
....'5 1
....,.
...."
"-38 1
...." .
...... Z
. "-41 Z
....., Z
"_4) 1
...." .
"-4' I
...... .
"-t,1 1
"-48 1
H_"" Z
...~. 1
"-'SI .
...~Z I
"...'5] 1
....5. .
,oM_" ,
...SO .
....57 1
...... I
(
CLew
o.'crtp~IOt\
1
I
Z
Op.-U"4!: lIut O-ll.l"'fJ:
Op.r.tlna Nut.
Th"'." 8..,.1",&11
Op.r.U"41 IlUl.
Upp.er 3t..
J_ Nut (OpUO")
Upp.r oSt.. 31.....e
Up,"" 3t..
.sic..... O-Una
UpP'lr St..
Upper 3t_ 'In
:"'(.tJ' CouPt1n&
Cott.,. 'Ins
~rctJ' 3t~ Coupl!nc
5&r~tJ' Coupllna
rln:ll
t.o...r Sh.
Lowe,. 3\" rl"
Upper v.t.. 'l.ta
O-R1nc
Draln Val.,c
ractnll 3cn"
Drain Y.lve rac1nc
Upper Yal.,. rlata
Seat IItnc Upper
O-ltna
s..t. 1\1""1:
.scat 1l1t14
t.owt-,. O-IUne
"-In Val.... 3..t
Lower V.l.,. 'lat.
Loc:\rv~hc,.
l.owoe,. Vahe Phl.
Insert
Lower V.l.... Plat.
"uthc~ ~.p
Hold Down Sc.-.-
II.ather Cap
ThNst Ifut
Thn.lst. Nut O..IU"<<
Bonn4t Bolt. l Nut.
.......,
3t.. O-Un&a
Bonnd O-.lnc
Nont. s.cUon
r..pc,. Nonlc Lock
"-eM.. Ifo~n.h
o.lUnc
~r Moule
~r 1101111.
tu_.t
~r NOttl. Cap
tl~. .0tll:l~ LocI(
Mo.. Noatl~ 0._11'1&
Ho_ M(qal_
"0.. Noatl. C.:lIkaC.
Ho.e .o.tl~ C.p
Chatn
Tr"n\Ct't Dep.." Te.c
.. S-HOOI(
sar.t, Flanc.
IoU. .. NuC.a
s.r..., rlanc. 0._1,,<<
".,..1 Upper '.MP.
sar.c., rh"p
.......,
Shoe.Bolt. .. MUl.
1.""'1 l..owcr 'lanr
D,...ln line O-lUn,p
D..aln Un_
1
Z
,
z
.
1
1..ocUnll,ac."
3M<
~~a' .~, latacra~
.CLew
PRODUCT
"-I,
fI.14 "'"
W!I_ K.I'~... "o......~ ".1)
:::-u ~.,_,9,',~-",
Ure"t't."~ ~ubbcr n-
:Sl""l~u S"~d ~-II_
".t~rhl
...
D.lrln
f1r"Of'll.
S".lnhu Shlfl
!Ir"01"1l.
...
CIU
Sl.lnleu
Slul
StdnJUJ Sleel
Sled Tubln!
Stalnlu:I
CIU
Shln1.u
Stul
Sted.
...
Sblnleu S..eel
Urelhane ~ubbcr
Bro,u~
Bronc-.
Cas.. Iron
Zinc 'I."~d Sleel
C.... Iron
!Iron..
...
line Plated St.,,1
Can Iron
.8ft
...
C.... Iron
S".lnlen Sl~eI
...
Bronae
.-.
C..l Iron
SC._lnlau Sled
...
!Iron..
Itvttoc:r
C..l Iron
Zinc 'ht~d Sted
.."..1- .. Unc
rhted Slut
Zinc PI_le St"~1
...
C.." Iron
Cut Iron
Duell.. lrotl Pipe
. Zinc rla"~d Steel
C.... Iron
...
aron..
Iud
Cue. Iron
Ihlllll...It...t
V.lve OM.lon
Clow Corpor.tlon
P.O. Bo. 350
O.kaloosa, Iowa 52577
t-.-.
_"_1.
-".)
10-"-'
6-tl_4
"-,-
_"-6
H_e _
........
....
fI_' -<.' ...
r.........
...
_"_10
.......
~"-II
N_"_.~
"-10 CD
,
:::'_~m
"-n --,cE;")
M-24~
H_'
DATA
SHEET
(o,tl..)
~
." - ~
".le
"-:")
"_1'
H-1J
"-)1
".4.,
"-'"
"-SZ
II-~,
"-"-0 ~~ N_"
G)-- "-u
"_'1_
"-"
MlmALLION IIYDRANT
ASSEMDI.Y-EXPLOSIO:-l
OAn
5-"-8~
25"5_~
..~%~..
iron or approved plastic pipe for at least 10 feet on each side of the
water main.
f. Under no condition will it be considered that encasement of the
water main through an area of real or potential pollution would provide
the protection needed to the water supply.
12. FIRE HYDRANTS shall be of the post style compression type, conform-
ing to AWWA Specification C502. Suitable for ISO pound working pressure;
tested and guaranteed for 300 pounds pressure. All hydrants shall have a
5-inch valve opening with 6-inch inlet. All hydrant outlets shall be
provided with nozzle caps which will be secured to hydrant barrel with
non-kink chain. The nut on each cap shall be identical in size and shape
as the pentagonal shaped hydrant operating nut. The nozzle thread shall
be the National Standard Fire Hose Coupling Screw Thread. The operating
nut shall be open left and shall be made of ductile iron. The hydrant
drain system shall be sealed and will automatically flush with each
hydrant operation. Each hydrant shall have a safety traffic flange and
safety stem coupling which allow the hydrant barrel to be rotated
360 degrees, so that pumper nozzle will face the street. All fire
hydrants shall be equipped with a weather cap attached to the operating
nut. Each hydrant shall include an effective oil reservoir for lubrica-
tion of the stem threads and bearing surfaces. The valve seat, drain
ring or shoe bushing, and drain channel shall be bronze. The internal
surface of the shoe shall be.epoxy coated.
a. Fire Hydrants shall be Mueller Catalog No. A423 or equal. All
hydrants shall be installed at the proper'depth to insure the correct
five foot (5') "bury" depth. Extensions shall be used if necessary for
correct "bury" depth.
,
i
-j
b. Resilient Seat/Wedge Valve shall be furnished with each hydrant
and installed as shown on the detailed drawings. The hydrant inlet con-
nection shall be a flanged fitting and the valve flange shall be bolted
directly to the hydrant inlet flange.
13. RESILIENT SEAT/WEDGE VALVES shall conform to A\<WA C509, ISO pound
working pressure, iron body, nonrising stem, double O-ring seals, and be
equipped with square wrench nut. Flanges shall be faced and drilled to
American 125 lb. standard. Stem and stem nuts shall be solid bronze.
The interior and exterior surfaces of the valve shall be protected with
epoxy coating.
l
,
t
f
i
,
l
t
I
t
I
c. Fire Hydrants shall be furnished with two 2-1/2-inch hose
nozzles, and one 4-1/2-inch pumper nozzle. The barrels of all hydrants
above the ground line shall be painted OSHA High-Visibility Yellow. The
caps and bonnets shall be painted an appropriate color to indicate the
amount of hydrant flow and available water. These colors will be deter-
mined by the Salina Fire Department after the hydrants have been flow
tested.
a. Valve Boxes shall be cast iron extension type of suitable
length for location; inside diameter not less than 5 inches; minimum
thickness of metal not less than 3/l6-inch; painted inside and out with a
2C-5
-
, ,
. GCI CASTINGS
p.o. BOX 6801, SHAWNEE MISSION, KANSAS 66206
Box Complete Top Section,
Extension WI. W/Lid Bottom
Cat. No. in Inches Lbs. Length WI. Length WI.
V 0700 20-25 60 10 3S 15 25
V 0101 28-38 80 16 45 24 35
V 0702- 40-51 90 16 45 36 45
V 0103 37-53 105 26 65 30 40
'V 0104 40-61 110 26 65 36 45
LIDS ARE MARKED
"WATER" OR "GAS"
Unless specified otherwise,
"Water" will be shipped.
5'1.",
V4"~5Y4"~1
9"
W
..J
en
..
ii:
~
T.... ;L..,'
,...............
WI: i
..J" I
'9' ";:;:,,,...,
..... .....
a:! ~1U1I"_"':<{'t't"'J't 1'-7
:S. ~H:':.:.:.:.:.~U;(
.L ~:;.~.:i;:.:-:-t.:(
lL6~:'..J1
L 7-31,6".j
I'
,'" :
1~e..jl
10'l.."--l
80X COMPLETE
TOP
BOTTOM
5~"
fr5V...J
~'~:
'C::::="';
. .
. .
: '
. ,
, ,
i :
", '
N: :
is: :
~: :
~ /:. ""..~~(
4Y4~,lln'"c...""'l'i
, ~?:J~~l-,~J
....>
Le_1I6..J
56 AND 59
EXTENSION
Height
VALVE BOX - TWO PIECE
Accollllnodates 4" through 12" Valves
5 V'" Shaft, Sc,ew Type
COVER WT. LBS FRAME WT. LBS GRATE WT. LBS TOTAL WT. LBS
~
~
7V....
T
~::llJ;~:~)
-:--
-
5 V." LOCK LID
r5"':'l
r~:
:1 . ~c:::;.-- :
..' .
N: .
L' f :
. '
~.....,;;:~;~
t~;!l~:._,,,,'i
. ...,t~..:. .
60 EXTENSION
Height
CATALOG NUMBER
V 0700 Series
A4
I
.
.
it
IJ
I
.
.
.
.
II
F.lII!
Ii
I
II
I
.
,
.
.
"
WIlSON
& COMPANY
.
AM BUILDERS
GEORGETOWN VILLAGE TOWNHOMES
SALINA, KANSAS
TECHNICAL SPECIFICATIONS
NOVEMBER 1989
(89-084)
DIVISION 1 - NOT USED
DIVISION 2 - SITE WORK
SECTION 2A - OBSTRUCTIONS AND REMOVAL WORK
1. GENERAL. Natural obstructions and publicly owned existing facili-
ties and improvements encountered during construction shall be removed,
relocated, reconstructed or worked around as herein specified, regardless
of whether or not their existence or location is shown or noted on the
Drawings. Care shall be used while excavating, trenching or performing
other work adjacent to any facilities intended to remain in place; except
as otherwise specified, CONTRACTOR shall be responsible for any damage to
publicly owned items, and any repairs required shall be promptly made at
his expense. Waste materials shall be disposed of by CONTRACTOR at no
additional cost to OWNER. No separate or additional payment will be made
for any work in connection with removal, relocation or restoration of
obstructions and existing facilities.
2. SURFACE OBSTRUCTIONS. Sidewalks, curb and gutter, drainage struc-
tures and similar obstructions may be tunneled under if length of tunnel
section at pipe grade is not more than 8 feet; otherwise the obstruction
shall be cut in straight lines parallel to the pipeline, or removed to
the nearest construction joint if located within 5 feet of the centerline
of the trench, provided that in no case shall the joint or line of cut be
less than one foot outside the edge of the trench. Surface obstructions
removed to permit construction shall be reconstructed as specified for
new construction, or if not specified, in accordance with accepted stan-
dard practice and to the dimensions, lines and grade of original
construction. Backfill of tunnel sections shall be rammed in place as
directed.
3. SUBSURFACE OBSTRUCTIONS. Trenches may intersect water mains and
services, gas mains and services, storm drains and pipe culverts, under-
ground conduits, cables and similar buried obstructions. CONTRACTOR
shall make 8 reasonable effort to ascertain the existence of obstructions
by inquiry and examination of public and private utility maps, and shall
locate obstructions by digging in advance of machine excavation where
definite information is not available as to their exact location. Where
such facilities are unexpectedly encountered and damaged, responsible
officials and other affected parties shall be notified and proper
arrangements made for the prompt repair and restoration of service. See
Paragraph - PUBLIC UTILITIES.
4. SODDED AND LANDSCAPED AREAS such as parkings or adjacent to improved
property shall be disturbed only to the extent required to permit
construction. Such areas shall not be used as storage sites for con-
struction supplies and insofar as practicable, shall be kept free from
stockpiles of excavated materials.
5. PUBLIC UTILITIES. Public utility pipelines, poles, cables, conduits
and wires which interfere with construction shall be bypassed or worked
around by hand excavating, tunneling or other approved methods, at
2A-I
CONTRACTOR's expense, where practicable. Where not possible to bypass or
work around the facility, the facility shall be removed or relocated by
the respective utility company upon notification that such removal or
relocation work is necessary to permit new construction to lines and
grades designated. Cost of such 'removal or relocation work shall be
borne by OWNER, provided that the facility to be removed or relocated has
been installed at approved location and depth under terms of the
franchise, otherwise all costs shall be borne by the utility company.
OWNER shall notify the utility company in writing of the approximate date
on which construction work will begin. Such notice shall be given suffi-
ciently in advance of beginning on construction to allow adequate time
for the removal or relocation work to be accomplished by the utility com-
pany without interfering with construction schedules. CONTRACTOR shall
give sufficient notice in writing to OWNER as to his construction sched-
ule regarding existing public utilities that may need relocation.
*****
2A-2
SECTION 2B - EXCAVATING, TRENCHING, BACKFILLING AND GRADING
1. GENERAL. This section covers excavating, trenching, backfilling and
grading for underground pipelines and appurtenances, together with all
incidental work in connection therewith, including disposing of surplus
and waste materials, and site grading.
2. CLASSIFICATION OF EXCAVATION. All excavation will be unclassified
and CONTRACTOR shall remove all substances encountered in excavating and
trenching to the designated limits and grades. No separate or additional
payment will be made for classification, regardless of the nature, condi-
tion or moisture content of the materials.
3. SURFACE DRAINAGE. Surface drainage shall be diverted away from site
of open excavations and trenches. Surface water which enters or accumu-
lates in open excavations or trenches shall be removed and the subgrade
or pipe bed restored to original bearing value and condition at no addi-
tional expense to OWNER.
4. BARRICADES AND WARNING SIGNS. CONTRACTOR shall provide and maintain
in place all barricades, warning signs, lights and other safety devices
required to protect the work, divert traffic and warn the general public
of open excavations, unfilled trenches and other areas or conditions
which might be hazardous or dangerous during the daylight or dark.
5. SHORING AND BRACING. All shoring, bracing and blocking shall be
furnished and installed as required to preserve and maintain exposed
excavation faces, to protect existing facilities, and to provide for the
safety of workmen and the general public. All items .of shoring and brac-
ing shall be progressively removed as backfilling proceeds.
6. OBSTRUCTIONS. Care shall be used while excavating, trenching or
performing other work adjacent to any f~cilities intended to remain in
place; except as otherwise specified, CONTRACTOR shall be responsible for
any damage to existing items and any repairs required shall be promptly
made at his expense.
7. STRIPPING AND CLEARING. Sod, heavy growths of weeds or other
vegetation, matted roots and other trash and debris shall be removed;
such removal may be accomplished by stripping or other satisfactory
measures. Strippings and debris shall be transported to approved waste
areas and shall not be incorporated in finished grading. Top soil shall
be removed from areas of excavation and stored separately for application
on the areas to be seeded.
8. TRENCHING shall be open cut, with banks kept as nearly vertical as
practicable. Width of trenching below top of pipe shall be not less than
8 nor more than 16 inches wider than outside diameter of pipe to be
installed. Particular care shall be used to avoid overdepth excavation
except where ordered to remove material considered unstable or otherwise
unsuitable as bedding for pipes. Overdepth excavation occurring from any
cause shall be corrected as specified in paragraph - OVERDEPTH
EXCAVATION.
2B-l
9. TRENCH STABILIZATION. Where wet or unstable soil conditions are
encountered during trenching operations, the trench shall be further
excavated to a minimum depth of 12 inches below the flowline of the pipe
or to a depth required to stabilize trench bottom. The trench shall then
be backfilled with granular material. Following installation of pipeline
the trench shall be backfilled to an elevation of 6 inches above the top
of pipe with granular material. The granular material shall consist of
well-graded crushed stone, chat or sand/gravel material with a maximum
particle size of I-inch but containing not more than 5 percent by weight
of particles passing the No. 8 sieve. Granular bedding shall be placed
and compacted simultaneously on each side of pipe, using particular care
to obtain satisfactory bedding throughout the length of pipe without
causing displacement of, or damage to, joints. Remainder of trench shall
be backfilled in accordance with paragraph - TRENCH BACKFILL.
10. TRENCH BACKFILL. Lower portion of trench shall be defined as that
area between the Pipeline Bedding (see Paragraph - TRENCH STABILIZATION)
and a point 6 inches above the top of pipe. Upper portion of trench
shall be defined as that portion of trench from top of lower portion to
the finished grade.
~. Lower Portion. Except as otherwise specified in paragraph -
TRENCH STABILIZATION, lower portion of trenches shall be backfilled with
select material excavated from the trench, free from large stones, clods,
or trash, and containing proper moisture content for maximum density when
thoroughly compacted. The material shall be placed and compacted simul-
taneously on each side of the pipe without causing displacement of or
damage to joints. Backfill material shall be spread in shallow layers or
lifts and each layer compacted to a density of 90 percent of maximum as
determined by AASHTO Method T 99.
b.
with the
location
Upper Portion of trenches shall be backfilled in accordance
following applicable procedure as determined for the particular
or purpose.
(1) Standard Backfill. Upper portion of trenches shall be
backfilled with earth or clean bank run sand free from materials that
might impair operation of a jet, and shall be jetted or flushed. Jetting
or flushing shall consist of wetting the entire backfill until entirely
saturated, combined with placing additional backfill material and
continuing the jetting or flushing until the trench is entirely filled.
After subsidence of water the upper portion shall be wheel rolled with
heavy equipment, a minimum of two passes, to consolidate the backfill
prior to the placement of top soil. During jetting and flushing, due
precaution shall be taken to prevent displacement of the pipeline by
buoyance when submerged. Said precaution may consist of filling the
pipeline with water; backfilling in intermittent stages so that amount of
water present is sufficient to float the line; or by other approved meas-
ures or methods. Water for flushing shall be located, furnished, trans-
ported and distributed by CONTRACTOR at no additional expense to OWNER.
The upper 6 inches of the trench shall be filled with conserved topsoil
which shall be compacted with wheeled equipment and bladed to match
existing contours.
2B-2
(2) Compacted Backfill. The upper portion of all trenches
beneath pavement, curb and gutter, valley gutter, all driveways,
sidewalks, proposed streets, parking and elsewhere as designated on the
drawings, shall receive backfill consisting of selected excavated materi-
als free from stones, large clods, trash or debris, and a moisture con-
tent of - 2 percent to +3 percent of optimum and compacted to a uniform
density of 95 percent maximum as determined by AASHTO Method T 99.
Material shall be spread in lifts and each lift compacted by mechanical
or pneumatic equipment. When compaction operations have been completed,
entire surface shall be finished to proper lines and grade and rolled
smooth.
11. OVERDEPTH EXCAVATION. Except for the usual variations normally
occurring in trenching and structure excavation, and within the tolerance
specified or customarily permitted in work of this type, trenches and
excavation shall not be carried below the depths required to permit con-
struction to the elevations, grades and dimensions shown on the drawings.
Inadvertent overdepth excavation of pits or trenches occurring through
oversight or inattention of CONTRACTOR shall be corrected as directed and
at no additional expense to OWNER. Overdepth trenching shall be cor-
rected by backfilling with gravel or crushed rock; or suitably selected
material placed and compacted in light lifts to a uniform density equal
to that of adjacent undisturbed material. Overdepth excavation under
structures shall be filled with concrete, or as specified for
backfilling; foundations or footings will be redesigned, or the heights
of walls increased, where such action is required for stability.
12. SITE GRADING AND CLEANUP. Upon completion of other work at each
location, the entire site of construction shall be graded to uniform
slopes, properly shaped and conforming to adjacent contours, providing
free drainage without ponding, and presenting a neat and finished
appearance.
13. GUARANTEE. CONTRACTOR shall guarantee all materials, workmanship,
trenching and backfill for a period of one (1) year. Any settlement of
trench backfill including any damage to surfacing, streets, sidewalks,
curb and gutter, seeded area, etc., shall be corrected by CONTRACTOR.
This guarantee will be supported by a Performance Bond for an amount at
least equal to the Contract Price as security for the faithful perform-
ance of all the CONTRACTOR's obligations under these specifications. (A
copy of the Performance Bond can be found in EXHIBIT A.)
* * * * *
2B-3
SECTION 2C - PIPELINES AND APPURTENANCES
1. GENERAL.
a. Work to be done under this section consists of furnishing all
required materials, equipment and labor for installation of the piping,
valves and fittings, including all testing, flushing and sterilizing of
the pipelines.
~. The full length of each section of pipe in buried pipelines
shall rest upon the pipe bed, with recesses excavated to accommodate
joints. The interior of all pipe shall be cleaned of all foreign matter,
and kept clean by approved methods. When work is not in actual progress,
the open ends of pipe and fittings shall be closed securely to prevent
entrance of trench water, earth and other matter. Pipe shall not be laid
when trench or weather conditions are unsuitable for the work. Imperfect
joints shall be repaired and defective pipe replaced ~ithout additional
cost to OWNER.
2. TRENCHING AND BACKFILLING shall conform to applicable requirements
of Section - EXCAVATING, TRENCHING, BACKFILLING AND GRADING. Pipelines
shall be installed to grades indicated on the drawings, except at loca-
tions specifically approved by OWNER.
3. PIPELINE MATERIALS.
a. All Pipelines shall be ductile iron, Class 52 with slip joint
or mechanical joint.
4. DUCTILE IRON PIPE.
~. Pipe and Fittings. Piping shall be mechanical joint or slip-on
joint, Class 52; pipe fittings shall be mechanical joint unless otherwise
indicated. All pipe shall be Class 150 conforming to the requirements of
ANSI/AWWA ClSl/A2l.Sl and ANSI/AWWA ClSO/A2l.S0 and shall meet the fol-
lowing requirements. All ductile iron pipe and fittings shall have an
asphaltic exterior coating as per AWWAC1Sl, AWWA CllS and AWWA ClIO and
all ductile iron pipe and fittings used for water lines shall have an
interior cement lining with bituminous seal coat as per ANSI/AWWA
Cl04/A2l.4.
Mechanical joint fittings shall conform to the requirements of ANSI/AWWA
CllO/ A2l.l0 and ANSI/ AWWA Clll/ A21.ll, Class 250 for sizes l2-inch and
smaller, Class 150 for sizes larger than l2-inch. Fittings may be duc-
tile iron Class 350 where respective sizes are available.
b. Installation of Ductile Iron Pipe and Fittings.
(1) Handling. Pipe and accessories shall be handled in such a
manner as to ensure delivery on the work in sound, undamaged condition.
Particular care shall be taken not to injure the pipe coating or lining.
No other pipe or material of any kind shall be placed inside of any pipe
or fitting.
2C-l
(2) Cutting of pipe shall be done in a neat and workmanlike
manner by a method which will not damage the pipe. All cutting shall be
done in accordance with manufacturer's recommendations.
(3) PlacinR and Laying.
pipe shall be inspected for defects
detect cracks. Defective, damaged
Before lowering and while suspended,
and rung with a light hammer to
or unsound pipe will be rejected.
(4) Mechanical Joints. Both spigot ends and bells of pipe and
rubber gaskets shall be cleaned thoroughly with soapy water to remove all
foreign matter which will damage the gaskets. The gaskets shall be plain
rubber, metal tipped, duck tipped, "Thiokol" tipped, or other approved
special type. The cast iron gland shall be placed on the pipe with its
raised lip facing the spigot end and at least 3-1/2 inches from that end.
The spigot shall be inserted in the socket until it is "home". The gas-
ket shall then be pushed into position with the fingers, making sure that
it is evenly seated in the socket. Place the gland against the face of
the gasket, insert the tee head bolts and tighten the nuts on all bolts
by opposite pairs until they are fingertight. The bolts shall then be
tightened in a similar manner until they are snug and bearing evenly
against the gland around the circumference of the pipe. All nuts shall
.be tightened with a suitable torque limiting wrench to within range of
torque recommended by pipe manufacturer for size of bolts used. Nuts
spaced 180 degrees apart shall be tightened alternately in order to pro-
duce an equal pressure on all parts of the. gland.
(S) Slip-Type Rubber Gasket Joints. Cleaning of the gasket,
gasket recess, socket, and plain end of the pipe, shall precede the join-
ing of the pipe as specified in. the preceding subparagraph. All dirt or
foreign matter shall be removed. Insert the rubber ring gasket into the
gasket recess in the pipe socket. A thin film of lubricant, as supplied
by the manufacturer shall be applied to the gasket and/or the plain end
of the pipe. After lubrication the plain end shall then be lifted and
started into the socket so that it is in contact with the gasket. When
pipe is cut in the field, the cut plain end shall be tapered back approx-
imately 1/8-inch at an angle of 30 degrees with the centerline of the
pipe. This shall be done with a coarse file or portable grinder, and all
sharp, rough edges shall be removed. The joint shall be made up by
exerting sufficient force on the entering pipe so that the plain end is
moved past the gasket until it makes contact with the base of the socket.
Force to push "home" the plain end may be exerted by crow-bar leverage
method, fork-tool method, or jack method.
S. BLOCKING FITTINGS. All tees and plugs and all bends exceeding
11-1/4 degrees on buried pressure pipe lines shall be backed up with con-
crete to prevent the pressure from displacing the fitting. Concrete
blocking shall be installed to the general shape and to the minimum
dimensions shown on the Drawings. Bearing pieces shall be poured in
place between the fittings and solid earth backing in such manner that
the joint bolts may be loosened and the fitting removed without being
damaged. Concrete shall be formed, or partially formed, if required to
keep bolts free.
2C-2
6. CONNECTION TO EXISTING MAIN. At location indicated on the Drawings,
CONTRACTOR shall connect the new extension into the existing transmission
main, using appropriate fittings as required. Contamination of the
existing system shall be avoided by elimination of water from the muddy
trench and the liberal use of approved disinfectant introduced into the
opened pipe line and into new fittings or pipe. In no case shall water
from the new extension be allowed into the existing system prior to
chlorination and flushing of the extension as hereinafter specified.
Existing fittings removed in making connections shall be salvaged and
delivered to the City storage yard.
7. FLUSHING AND CHLORINATION. Before being opened to service, newly
laid pipe shall be flushed, disinfected and reflushed. The introduction
of water into new extensions shall be planned carefully to prevent
backflow into any portion of the existing .system. Disinfection of new
pipelines shall consist of: introducing into the lines a chlorinated
solution to obtain a chlorine residual not less than 50 ppm in the filled
pipeline; provide a contact period of not less than 8 hours; and free
chlorine residual, at the end of contact period, of not less than 10 ppm
at any chosen test point. Following chlorination, all treated water
shall be flushed from the system.
8. TESTS. All joints in pressure pipelines shall remain exposed until
the pipe has been pressure tested at 100 pounds per square inch for a
minimum of 30 minutes. When all joints being subjected to test are found
tight at this excess pressure, the test may be stopped and backfilling
commenced. The cost of testing the pipeline shall be borne by
CONTRACTOR, who shall furnish all equipment necessary for the tests.
a. Leakage is defined as that amount of water necessary to be
added to the pipeline to maintain the specified test pressure during the
entire 30 minute period.
~. Permissible Leakage. Leakage shall not exceed 0.5 gallon per
100 p1pe joints per inch nominal diameter of the pipeline, during a
30 minute test period. If any valved section of pipe shows greater leak-
age than specified, CONTRACTOR shall locate and repair the leaks, and may
be required to retest the line at no additional cost to OWNER.
9. INTERSECTION WITH SANITARY SEWERS. Where new treated water lines
cross beneath existing sanitary sewer lines or where there is less than
2 feet of earth between the bottom of the new water line and the top of
an existing sanitary sewer line, the sewer line shall be encased in con-
crete for a distance of 10 feet on either side of the water line. If an
item for concrete encasement is not included in the proposal, a unit
price will be negotiated.
10. SEPARATION OF POTABLE WATER MAINS AND SANITARY SEWERS.
~. Water Mains Paralleling and Crossing Sewer Lines. When potable
water pipes and sanitary sewers are laid parallel to each other, the hor-
izontal distance between them shall be not less than 10 feet. The laying
2C-3
of water pipes and sanitary sewers shall be in separate trenches with
undisturbed earth between them. When a water pipe and a sanitary sewer
cross and the sewer is two feet or more (clear space) below the water
pipe, no extra protection to the latter is needed. At all other
crossings, the sewer is to be constructed of either cast iron pipe with
leaded joints or approved plastic pipe with bonded joints for a distance
of 10 feet in either direction from the crossing. Joints are not to be
in the immediate vicinity of the water main and as far from it as
practicable. Where water mains are laid across or through an area where
there are existing sewers and the extra protection is needed, the exist-
ing sewers may be encased in concrete with a minimum of 6 inches thick-
ness for the required distance on each side of the crossing.
~. Water Services and Building Sewers. The same horizontal sepa-
ration requirements as listed above apply to water service lines and
building sewers. The same vertical distance separations and the extra
protections as required above for potable water mains and sanitary sewers
apply in the same manner to water service pipes and building sewers.
c. Sewer Connections. There are to be no physical connections
between any parts of the potable water system with building sewers, sani-
tary sewers or wastewater treatment facilities by means of which it would
be possible for sewage, even under exceptional circumstances, to reach
the wells, storage reservoirs, or distribution system,. and thus contami-
nate the water supply.
11. SEPARATION OF WATER MAINS AND.POLLUTION SOURCES. It is of utmost
importance that potable water lines be protected from any source of
pollution. The following shall pertain to instances where individual or
industrial septic tanks and tile absorption fields, waste stabilization
ponds, wastewater lines discharging into roadside ditches, feedlots, or
other sources of pollution are encountered.
a. A minimum distance of 25 feet shall be maintained between all
potable water lines and all septic tanks, waste stabilization ponds or
open sewage discharge locations.
b. Under no circumstances shall a water line extend through a sep-
tic tank tile absorption field, or feedlot. All water lines shall be
located a minimum of 25 feet from the farthest known extent of any sewage
absorption.
c. A minimum horizontal distance of 10 feet shall be maintained
between parallel water and sewer lines.
d. When it is necessary for any water line to cross a sewer line,
the sewer line shall be constructed of cast iron or plastic pipe 10 feet
either side of the water line unless the water line is at least 2 feet
clear distance above the sewer line.
e. When it is necessary for any water line to cross a sewer drain
including an open drain ditch, the sewage flow shall be encased in a cast
2C-4
iron or approved plastic pipe for at least 10 feet on each side of the
water main.
f. Under no condition will it be considered that encasement of the
water-main through an area of real or potential pollution would provide
the protection needed to the water supply.
12. FIRE HYDRANTS shall be of the post style compression type, conform-
ing to AWWA Specification CS02. Suitable for ISO pound working pressure;
tested and guaranteed for 300 pounds pressure. All hydrants shall have a
S-inch valve opening with 6-inch inlet. All hydrant outlets shall be
provided with nozzle caps which will be secured to hydrant barrel with
non-kink chain. The nut on each cap shall be identical in size and shape
as the pentagonal shaped hydrant operating nut. The nozzle thread shall
be the National Standard Fire.Hose Coupling Screw Thread. The operating
nut shall be open left and shall be made of ductile iron. The hydrant
drain system shall be sealed and will automatically flush with each
hydrant operation. Each hydrant shall have a safety traffic flange and
safety stem coupling which allow the hydrant barrel to be rotated
360 degrees, so that pumper nozzle will face the street. All fire
hydrants shall be equipped with a weather cap attached to the operating
nut. Each hydrant shall include an effective oil reservoir for lubrica-
tion of the stem threads and bearing surfaces. The valve seat, drain
ring or shoe bushing, and drain channel shall be bronze. The internal
surface of the shoe shall be epoxy coated.
a. Fire Hydrants shall be Mueller Catalog No. A423 or equal. All
hydrants shall be installed at the proper depth to insure the correct
five foot (S') "bury" depth. Extensions shall be used if necessary for
correct "bury" depth.
~. Resilient Seat/Wedge Valve shall be furnished with each hydrant
and installed as shown on the detailed drawings. The hydrant inlet con-
nection shall be a flanged fitting and the valve flange shall be bolted
directly to the hydrant inlet flange.
c. Fire Hydrants shall be furnished with two 2-l/2-inch hose
nozzles, and one 4-1/2-inch pumper nozzle. The barrels of all hydrants
above the ground line shall be painted OSHA High-Visibility Yellow. The
caps and bonnets shall be painted an appropriate color to indicate the
amount of hydrant flow and available water. These colors will be deter-
mined by the Salina Fire Department after the hydrants have been flow
tested.
13. RESILIENT SEAT/WEDGE VALVES shall conform to AWWA CS09, ISO pound
working pressure, iron body, nonrising stem, double a-ring seals, and be
equipped with square wrench nut. Flanges shall be faced and drilled to
American 12S lb. standard. Stem and stem nuts shall be solid bronze.
The interior and exterior surfaces of the valve shall be protected with
epoxy coating.
a. Valve Boxes shall be cast iron extension type of suitable
length for location; inside diameter not less than S inches; minimum
thickness of metal not less than 3/l6-inch; painted inside and out with a
2C-S
good asphalt paint; equipped with removable cast iron covers. Boxes
shall be installed on all underground valves, with top flush or slightly
above ground surface.
*****
.
2C-6
DIVISIONS 3 THROUGH 16 - NOT USED
EXHIBIT A
Construction Performance Bond
Any singu1ar reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address):
SURETY (Name and Principal Place of Business):
OWNER (Name and Address):.
CONSTRUCTION CONTRACT
Date:
Amount:
Description (Name and Location):
BOND
Date (Not earlier than Construction Contract Date):
Amount:
Modifications to this Bond Form:
CONTRACTOR AS PRINCIPAL
Company:
SURETY
(Corp. Seal) Company:
(Corp. Seal)
Signature:
Name and Title:
Signature:
Name and Title: .
CONTRACTOR AS PRINCIPAL
Company:
SURETY
(Corp. Seal) Company:
(Corp. Seal)
Signature:
Name and Title:
Signature:
Name and Title:
EJCDC No. 191tl-28A (1984 Edition)
Prepared through tbejoint efforts of The Surety Asso<:iation of America. Engineers' loint Contract Documents Committee. The Asso<:iated
General Contracton of America. and the American [nstitute of Architects.
PEB-l
I. The Contractor and the Surety. jointly and severally. bind themselves.
their hein. .xecuto.... adminislnllOl'1. successors and assigns to th. Own.r
for the performance of the Construction Contract. which is incorporated
h.rein by ref.renc..
2. (f the ContnlCtor performs th. Construction Conlract. th. Surety and
th. Con~tor shall have no oblisation und.r Ihis Bond. .xcept to par-
ticipat. ii!,Ponf.renc.s as provid.d in Subparagraph 3.1.
3. If there is no Own.r Default. the Surety's oblisation under this Bond
shall aris. aft.r:
3.1. Th. Owner has notilled the Contractor and the Surety at its address
d.scribed in ParasraPh 10 below. that the Owner is consid.ring
d.claring a Contractor Default and has requ.sI.d and att.mpt.d
to lllTllII&C a conf.renc. with the Contractor and th. Surety to be
h.ld not later than ftfteen days after rec.ipt of such nOlic. 10
discuss m.thods of performing the Construction Contract. If the
Own.r. the Contractor and the Surety agre.. th. Contractor shall
be aDowed a reasonabl. time to perform the Conslruction Con-
tract. but such an agre.m.nt shaD not waive the Own.r', right. if
any. subsequ.nlly to declare a ConlJaCtor Default; and
3.2. Th. Owner has declared a ContnlCtor Default and fonnaDy t.r-
minated the Contractor's right to complete the contract. Such
Contractor Default shaD not be declared .arli.r than twenty days
after the Contractor and the Surety have received notice as pro.
vid.d in Subparagraph 3.1: and
3.3. Th. Owner has agreed to pay the Balance of the Contract Pric.
to the Surety in accordance with the terms of the Construction
Contract or to a contractor selected to perform the Constl11ction
Contract in accordance with the terms of the contract with the
Owner.
4. Wh.n the Own.r has satisft.d the conditions of Paragraph 3. the Surety
shall promptly and al the Surety's .xpens. lake on. of the following
actions:
4.1. Arrange for the Conlractor. with consent ofth. Own.r. to perform
and complete the Construction Contract; or
4.2. Und.rtake to perform and compl.t. the Construction Contract
itself. through it' agents or through ind.pendent contracto...; or
4.3. Obtain bids or negotiat.d proposal, from qualift.d contracto...
acc.ptable 10 the Own.r for a contract for performance and com-
pletion of the Construction Contract. arrange for a contract to be
prepared for execution by tbe Owner and the contractor selected
with the Owner's concurrerice. to be secured with performance
and payment bond, .xecut.d by a qualift.d surety .quivalenl to
the bonds issued on the Construction Contract. and pay to the
Own.r the alDount of damag.' as described in Parasraph 6 in
cxcess of the Balance of the Contract Price incurred.by the Owner
resulting from the ConlJaCtor', defaull; or
4.4. Waive its right to perform and complete. arrange for completion.
or obtain a new contractor and with reasonable promptness unde'r
the circumstances:
1. After investigation. detennine the amount for which it may be'
. liable to the Own.r and. as soon as practicabl. aft.r th. alDount
is determined. tender paym.nt therefor to the Own.r; or
2. Deny liability in whol. or in pan and notify th. Own.r citing
reasons therefor. .
5. Ifth. ~urety does not proceed as provid.d in Paragraph 4 with reason-
able promplness. Ih. Surety shall be deemed to be in d.fault on this Bond
fifteen days after receipt of an additional written notice from the 'Owner
to the Surety demanding that the Surety perform its obligations under t,his
Bond. and the Owner shall be entitled to enforce any remedy available to
th. Own.r. If the Sur.ty proce.ds as provided in Subparagraph 4.4, and
the Owner refuses the payment tendered or the Surety has denied liability..
in whole or in part. without funher notice the Owner shall be entitled to
enforce any remedy available to the Owner.
6. After the Owner has terminated the Contractor's right to complete the
Construction Contract. and if the Surety elects to act under Subparapaph
4.1,4.2. or4.3 abov.. th.n Ih. mponsibililies ofth. Surety to Ih. Own.r
shall not be greater than those of the Contractor uncier the Construction
ConlJaCt. and the responsibilities of the Owner to the Surety shaD not be
great.r than those ofth. Own.r under the Construction Contract. To the
limit of the alDounl of this Bond. but subject to commitm.nt by th.Own.r
of the Balanc. of the Contract Price to mitigation of costs and damag.,
on the Constl11ction COD tract. the Surety is obligated without duplication
for.
6. I. Th. responsibiliti.s of the ContnlCtor for correction of d.fectiv.
work and compl.tion of the Construction Contract;
6.2. Additional legal. de,ign prof.ssional and d.lay costs re,ulting
from the Contractor's Default. and resulting from the actions or
failure to act of th. Surety under Parasraph 4; and
6.3. Liquidat.d damages. or if no liquidated damages are specified in
Ihe Construction Contract. actual damages caused by d.layed
performance or non-performance of Ih. ConlJaClor,
7. Th. Surety shall not be liabl. to the Owner or oth.... for Obligations of
Ih. Conlr.tCtor that are unrelated to the Construction Contract. and the
Balanc. of th. ContnlCt Pric. shall not be reduced or s.t off on accounl
of any such unrelat.d Obligations. No right of action shall accru. on thi,
Bond to any person or entity other than the Owner or its heirs. executors.
administratOR. or succcsson.
8. The Surety hereby waives notice of any change. inCluding changes of
time. to the Construction Contract or to related subcontracts. purchase
ord.... and oth.r oblisations.
9. Any proceeding,. legal or equitable. under this Bond may be instituted
in any coun of competent jurisdiction in the location in which the work
or pan of the work is located and shall be instituted within two years after
Contractor Default or within two years after the Contractor ceased worka
ing or within two years after the Surety refuses or fails to perform its
obligations under this Bond. whichever occurs first. If the provisions of
thi, Parasraph are void or prohibited by law, th. minimum period of
limitation available to sureties as a defense in the jurisdiction of the suit
shall be applicabl..
10. Notice to the Surety. th. Owner or the Contractor shall be mailed or
deliv.red to th. address shown on th. signature page.
11. Wh.n thi, Bond has been furni,h.d 10 comply wilh a statutory or
other legal requirement -in the location where the construction was to bl:
performed. any provision in this Bond confticting with said statutory or
legal requirement shall be deemed deleted hcrefrom and provisions con.
forming to such statulOry or oth.r l.gal requirem.nt ,haD be deemed
incorporated h.rein. Th. intenl is that this Bond shall be constru.d as a
statutory bond and not as a common law bond.
12. Deftnition,.
12.1. Balanc. ofth. Contract Pric.: Th.tow amount payabl. by th.
Owner to the Contractor under the Constl11ction Contract after
all proper llllju'tm.nts have be.n mad.. including allowanc. to
Ih. Contractor of any alDounls received or to be rec.ived by
the Owner in settlement of insurance or other claims for dam.
ag., to which the Contractor is entitled. reduc.d by all valid
. and proper paym.nts Diade 10 or on behalf of the ContnlCtor .
under the Construction' Contract.
12.2. Construction Contract: The agreement between the Owner and
th. ContnlCtor id.ntifted on the signature page. including all
Contract Documents and changes thereto.
12.3. Contractor Default: Failure ofth. Contractor. which has n.ith.r
been remedied nor waived. to perform or otherwise to comply
with the terms of the Construction Contract.
12.4. Owner Default: Failure of the Owner. which has neither been
remedied nor waived. to pay the Contractor as required 'by the
Construction Contract or to perform and complete 'or comply
with the: other terms thereof.
(FOR INFORMATION ONLY-Name, Address and Telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect. Engineer or other party):
PEB-2
61:!; BAc
OF CURB
f--T
""
'"
~
1=
'"
'"
'"
C>
'"
'"
lil
~ I_l:lj~ I-'~-'l /I'yl'''j
H 1+ II""" /
I~ L. i I I / /'J
.. 8':': S S;?II3'58" E r Z.Vi'.V .--.~
-l i. j'. \
.-1 \ .J
1- ~--'---\.
\ . TOWIIHOMES \
. .--1 __.~
\.---.
W 132'-S IIS028'58"E"-'
'te'
'"
lEl
LOT 2
6" W f
PHEASANT LANE !
'"
<>
...
- G I
-l
REMOVE PLUG AND BLOCKING.
CONNECT NEW 6" WATER LINE
. TO EXISTING 6" WATER LINE
I CONTRACTOR TO FIELD LOCATE
~" II NE)
LOT I
INSTALL 6" RES ILIENT SEAT/WEDGE
VALVE WITH VALVE 8DX
2"
T
I
_ J P;PER: LINE;1
221.37'-N B90I6'02" E
G
LEGEND
-W- WATER LINE
- G- GAS LINE
- T - TELEPHONE
........0-- TELEPHONE PEDESTA
:' ~
!
I LOT 3
I" = 110'
PROPERTY PIN (TYP.)
..
"
...
'"
..
6'
'8
..
I
m
-=
!:::
~i
- ..
!<Ii:!
INSTALL FIRE HYDRAirr AND
VAL~l SEE DETA IL SHEET 2
IFIWI LOCATION TO BE .
APPROVED BY C lTY)
PLAN i
- ..
.'" '"
.. '"
CAP WITH CONCRETE
BLOCKING (AT PROPERTY
LINE)
NOTES:
I. 6' WATER LINE SHALL HAVE A MIN. OF 11'-6"
COYER. .
2. PROVIDE BlOCKING AS SPECIFIED. SEE DETAIL
SHEET 3 FOR DETA ILS.
AM BU ILOERS
GEORGETOWII VILLAGE TlrI/NHOUSE
SAL INA, KANSAS
WIlSON
&COMPANY
OSSH. MAT
'.089_0811
DR. FLO. c.. MAT
DATE NOY.1939 SHUTI OF 3
.. '-l'
lATER IfAIJ~i=-:.I1
I I
.-+-
~=4::~ I
l-F'
ClIIIClIETE
THlWST 81.0Cl
P\IIPER COIOIECTlON
TO fACE RlWlIAT
'"
.-
'-
STAHDARD ElEVATION OF
BREWIAY SECTION AT
OR IIIlEOIA1ElY BElOW
ClWlE
AUXILIARY RESILIENT SEAT/WEDGE
VALVE AND VALVE BOX
12 CU. FT. CAllSHEO
ROCK
lATER IfAIN"
~:
"
.f
CONCRETE TIlR\lST
BLOCK 3"0"'3"0"
STONE OR PRECAST
CONe. BlOCl SEE SPECS
.YARIES
TYPICAL FIRE HYDRANT SETTING
NO SCAlE
INIISOJV
&COMPANY
AAA BUILDERS
GEORGElOWN V I LLAGE TOWIlHOUSE
SALI MA, KANSAS
.
DSGM. MAT
IL a9-0a~
.... FLD CN. MAT
DATlNOV.18B9 SHEET 2 OF 3
.
rr
~. BEND
l
:,:
1F
TEE 22 I't' & 45' BEND
FIllI'" LENCTH III 81DTH 181 HEIGHT IHl
PLUG
90" BOO 2'-3- t,.:s- 2'-3.
ElEVATION 45- BEND I'.g. I'." I'-g-
NOTE: 22 112" BEND 1'-3- .,.,. 1'-).
=
I. ALL CONCRm SHALL HA YE A TEE 2'-Q" 2'-0- - 2'~0"'
MIN. COMPRESSIVE STRENGTH .
OF 28&10 PSI AT THE END PlUG 2'.0" 2'-0" 2'-Q"
OF 2 DAYS.
TYPICAL BLOCKING DETAIL
FOR DUCTI LE IRON FITTING
NOT TO 5UlE
.
WIlSON
&COMPANY
AAA BU I LDERS
GEORGETOllN V I LUGE TOllNHOUSE
SAll HA. KANSAS
OaGN. MAT
IC[ 89-0B~
.... FLD eN. MAT
DATENOV.19B9 SHUT 3 OF 3
Engineering Department
300 West Ash Street
P.O Bo, 736
Sal;no. KS 67402-0736
Telephone (913) 827-9481
Salina
..~A__..
ALL-AMEIIICAClTY
'IIH'
"..
ACfING CITY ENGINEER
DONALD E. HOFF. P.E.
\1
December 12, 1989
Mr. John Ludes, Jr.
Ludes Plumbing
2025 Glendale Road
Salina, Kansas 67401
Re: Georgetown Village Townhomes
Morgan Supply, Inc. Submittals
Dear Mr. Ludes:
We have reviewed the above submittals for D. I. fittings; D. I.
pipe; gate valves; and fire hydrants for the Georgetown Village
Townhomes project. All items appear to meet the required
specifications and, therefore, are approved for use on this
project.
'-
Advise Morgan Supply, however, the fire hydrants used by the
City of Salina are normally not "stock" items. Enclosed is a
copy of our specifications for fire hydrants. This
specification lists the nozzle requirements; bury depth;
auxiliary valve; and color coding.
Please resubmit final fire hydrant selection and also submittals
for the valve boxes will also be required. Contact me if you
have any questi ons concerni ng the submi tta 1 process. -'""-
Sincerely,
DH/mp
Ene.: (2) Submittals
MEMBER _ . . LEAGUE OF KANSAS MUNICIPALITIES . NATIONAL LEAGUE OF ClTIE$
."' :..' ,::.:'4>:'t;'~;~;:...;;~\,':.,,~~.';,,~~~..:...,;,ji'
,
PLUMBING · HEATING. AIR CONDITIONING.. PUMPS. TOOLS
WELL SUPPLIES
,.,
..
JOBI GtURGt:TuWN vILLAGt TUWNHOmt~
,
bY I LuDt:~ PLI:iG.
...
APPROVED
f INI _ plans ~1j
For generdl con orm...... . '. t
..' Quantltlll shown J
speCifications. tuII . . I ;t.y
t t rs I8Sponsl J "
verified. Con rac 0 " . I
is in no way relievecl~ this appr,va .
CITY '!NGINURIIII' ARTMENT
SAU....
ateaf-Lz/g 1
.'
i
By
..
I
333 NORTH FRONT STREE~/SALlNA, KS 67401/(913) 825.1333
I . .
I
~r-~~- C~ w~u LO.~C lU.~/~~~ ~HL~~ Urrl~~ ~~L NU.O~~ (~~-~(~~
. I
I
TRIM TVTE-Ductile Iron
Mechanical Joint Fittings
4".12"
U.S. Pipe's TRIM TYTE ductile Iron mecbank:al
Joint fittlng8are manufectured in aa:ordance with
and conform to the requirements of ANSJlAWWA
Cl&31A2U3.8C DUCTILE IRON COMPACT
FITTINGS 3 INCH nlROUGH 12 INCH FOR
WATER AND OTHER UQUlDS. TRIM TYTB
flttlnp are available In ." throuah l2" BlIeIl. TRIM
TYT! f1ul. are aborter bodied, thinner walled
fiulnp and c:llIIIIIllluently weI8h 1eI8 than am.
ventlonal ANSIIAWWA CUOIAZl.10 fitting&. The
worlcilllprellurerat\ftlforTRIM 'M'E flntn&8l.
3&0 D8i. TRIM TYTE fittinp are furnlahed with an
asphaltic outside coati III In accordance with
ANSI/AWWA CI631AZ1.&3 and cement lined and
&eal coated with an aapha!tlc material In acc:ordance
with ANSI/AWWA CI04/A21.4. For specific
conditions, TRIM TYTJ fltdl'lll can be furnished
with apec:ial coatlnp and/or 8mnp. Glands. boIta.
nute and I88bta are furnished with the fittinp.
TRIM TYTE fittll'lll are made of ductile Iron
conformllll to the requirements of ANSJlAWWA
Cl&31AZI.53. WaD thiclcnealleaoftheleflttlnall8re
the equivalent of ductile Iron Illpe thlckneeB c1ua
54. for the l'elpective BIIeIl, and are In excess d the
thlckneu requirementB apec\fktd In the ANSI!
AWWA atandard for duetlle Iron compact flttlnp.
Mechanical joint acceelClrie8 are In accordance with
ANSI/AWWA CUl/All.n m:ept as JitOYIded for
in ANSI/AWWA Cl531A21.lS3. One maJor change
provides for 3/." x 3.112" alze boIta for CIM fittilll8.
4".12"_.
When reference I. ma1Ie to ANSI standard., the
latest reviIIons apply.
~ Ited StJedfL-fl... \1\WcIIJII
Fittlnp shall be available In 4" thtoush 12" aI_
and shall be Clat from ductile iron In accordance
with ANSVAWWA CI53/A21.53 with mechanical
joint belle. Glenda, bolta, nut. and 88aket8 ahall be
In accordance with requirements of ANSJ/AWWA
CI&3lAZl.53. Theworldlllpreeaure ratlnsshall be
350 psi. Flttllll8 shall hM an ..phaJlIc outside
coatllllln acconlance with ANSIIAWWA CI53/
A21.53.
Fittlllll shall be cement lined Bnd &eal coated
with an asphaltic material in accordance with
ANSI/AWWA CI04/A21.4. (For apecific:c:onditione,
flttlllll can be furnished with special coatings
and/or linings.)
TRIM T\'TEtl' II a natattred tradtmark of U.S. Pipe II
Found!)' Co. .
2.e6
. .-. ~ +-' -
; :.,.,.,..,....-'
U.S.
PIP!:
i
I
I
I
B~DB
,,~"'( M::J:)
..r
REDUCERS
.
(
Moo T T.
ea4 .., .II ...
. u
... .. .., lo.I
10.4 AI .as IJ.8
0.. .11 ..,
10" AI
II.. .41 ..
u.
II. .'- ..
1811 .1
...... ......... """"""
MJ.S8
----' ;::::JJ:;f~'-C':l 'VJCjJ -J;C'-.---z!:f lu. u;jr/,--;jr-""5RLc.5""" UFY 1 T,,:;t:. : 1t:.1.- NU:bl::r'~-S(tt:t!.
. I
~ I
I
I
I
I
I
,...
e
-
e
i
TEES
.
..
~
III
63
81
75
rt
80
93
102
117
8fIe T
4 .35 7.5 12.0 22
\0- t5 .31 7.5 12.0 'ST
8 .39 7.15 12.0 48
10 .41 7.15 12.0 66
12 .43 7.5 80 12.0 82
D1mentlona 11I1""""", WetahlIIn.......
.
I
. T . Trio.
r-T'" -
I
L.#-I-I--- --_..
IIIr.e nJ. ~,~..
RulI .-4 T T. B I
t 4 .38.M 4.0 4.0
6 4 .31.88 s.o 11.0
e 8 .87.87 8.0 6.0
8 4 .89.86 4.6 6.5
8 e .89.87 &.0 7.0
8 8 .39.39 7.2 7.2
10 4 .41.315 4.5 7.6
10 8 .41.31 &.6 8.0
10 8 .89 6.11 8.0
10 10 . .4 7.15 7.S
12 4 .43 ~ 4.5 RIl
12 e .48.8 5.6 e.a
12 8 ~.39 6.15 9.2
12 10 ... .41 J!- 8.8
12 12 .43.43 I..H.. 8.8
Dlmeft8lanallllnc:hoo. WetahlIIII ~
SLEEVES
. . '. "".,.' ;....:;;.,.. " .
113
123
137
1116
11247 P04
'~
iCAPe
t
..
4 .35 12
6 .87 1
.89 30
10 ,41 41
12 .43
DIMc..... "...... WIIelaIa......
PLUGS
,
8Jr.e
4 .8Il
8 .87 19
8 .39 38
10 .41 60
12 A3
-' . III..... .....Ia......
TRIM TVTEe DuctUe '"'" Mech8nIc8I Joint
VBIve and Hydrant,..
Mech8nicaljoint valve 8Ild bJdrllDl tees _lIllId b
andIllrtrIIlIIl!dI8nIcIJ joint valves lIIld hydultlt.. to
the DIDe main. 11)&..11 tee outIeI:8 alIO pmIde ClClIl-
vmfeirt andIadng In lldJeS'lI-~'wIwe valves
or caps are UIlld at termination points. '11teIe ~4...d
tee outIet8 are prov!cIed with dlrill.. Iron ,........bIt
11anda; tbeI.4In, after bolting to the a4IoInInI fit.
_ theJolnta _ effedively ...dbolhoed '- ...
adOn. Jomt 00IU18aiud8 on tile branch of the tee 8I'e
made with standard med\anIcaJ joint boIt8 lIIld ....
ket8. There Is 110 need far tie nidi. GIandI _ ~
tatable on tee brandles to tadUtate vatlall setdrtr
of yalves and hydl..dl. i11810ping terrain.
Use of the valve aDd Ibdlaut tee penn!tll lnstalla-
tion of the valvelllld Ie8tizlr of the mabl prior to
lnataIlatIon of the hycbar4. WIth the valve IrICbored
to the main, rep1... ....,,e.,t of damapd fire b)'dranta
can be more eaaIIy 8CCOlnpllRbed.
(tondnued) .
MJ-39
,-.. ~c~"-SEF'...;I3-'89 WED 16:31 ID:USP/CSP .SALES OFFICE1 TEL NO:615-752-3'722
r
e
(
-
.......... ......................... h. .J
......011._"'10.._......10__
cat"".a"~IIt.~.Ii&""""'torOUlJltlt.,.."...
-..--.....-,---.
L
~~!1~~=WIP
11247 peg
,
'-'11
11 ~YTON JOINT'
.. I jlpe
TYTON .JOJN'P~' I. U.a PIP8'8 ...... -IE flIr IIlpe 1IIId with .1IlIIh_
type_~fIl'hm. pllaKy,~_ WIIfei~at.,..,...
-1lrouPt ...lw__h\IiIv.....~~at.
lNIckirowicl at .ua IJo ~........... iIrfth .aad.eoallllllt
lqllJ~T-" U.a .....~~at~=.......
.Dd Nq\ISftlBI8IIta piJI8 _ 'I1uI-'ta attIU == the....
fbr aldmp1e, __I_nllable lIIItW at- .all ptpa. With tile
oIdeaUft atd8ge1aDlu8lleh..,...,. "-berol'll8W _
derie8d. s-r.t afthi' IIIIlI& Jlr"W"lof..._....... die llIeIIIbIy
wbIoh ~L~ DIIUt.lldbl"~ deIInbJe eharect.erieUCllII r;....
'I'Y'IOff JOINT, .
After 881.~_ . .,.., TYTON JOINTplpe _ -'IJ cted to
fIIrtIIer riIld tedI deIlped to Idllllllata lIltI_lllltallatloa 6acI......
COIIdiUou whtch mlPt lie eaeouat.tn4 III tbe fteId. It"' OIIJF lifter ....
teetlPJ'DVeIIllOIIIpletilpatlllf'Kt.ol7 -..... ~d fleldlr"''!.. .
t.lDBa that tile decIslOll wu IIlIIde to IIlIIIfret 'l'Y1ON pipe. Co...w.
1118 JII'OIIIatita wide UlIlIpt.IJIee 18 ~ I~ tbe lid that _tIwt 881ll of
tbe p1~ IIDId by tItl8llD111pl11Q'ilI JOINT pipe. .'
The N8 pakat-a elnniIar rabber pIb( wlllidi 1uUI.1IIIIllIfted
buI1tlb8pela_8IlI&tDII-Utbe~- ).C~J . Iltloaad~
...attlle....haft beeaClUlllbJlrdlL I1ld__.~
adlllltlq..... 8peal~....... be .........1Ilr1Ql8daJ ""u.tln.a
The..... _tour \ten -ut;--.r __ tltat tIte..... wI1I
renudll....duri.. prDpenmn w., GttlteJlpe. .
. The Dlalaellll oI'tbeplpe 18 funalaIuilIll&llItII to.... ~...'......"ly.1eoa1l8ll
TY'l'Ok JODl'I'plpe llIMIIIltlae IDllllIII". tIteee::E5 wIdl"
11III1'- dle 1mpreal0ll that the __ill IlK . batJ'lUllGt
IlIm.el'uI....,n- prcM It to be WllterodllB or_ or_
.,.,. ~c teste U\<e ebowIl tItat die.,... wID wIdlI&alld......
_1Br1ll_rIl~
DlIctllellva Tm>N NT pipe _lI8IltrIfapl~ mRallIID!d.
ill~wIdlAN8llAWWACllll/.ul.ll ad 8p.~eadoa
WW.P-4lld.
T'Y'rofPpIkete_l'anII8hed III . [[U'.- wKIl AN8IIAWWA 0111/
oUl.l1"'N1Ird.
sm.."..... ....18. _fllntllbeclla al I"", le.taot~lea8dl&
8lIB.1I" .." .adS4" ....1untI.W1Il....lI\PtIIIJeqtU;
The o.D. atll4. TYTON JOINT pipe ...,.....
AI epecIftad Ia AN8IIAWWA CllsilOU1JI1,plpe....... a.- eaJau.
..till uatlll-~ ltarnl___ ......atlte1le IlebtI prcilunt.
WhnJoiIltI'lllkalilt..requlnd far PlllHDJDIat pipe, two optt_ 1ft
1Wi1ab1e,... UA Pipe. J'arnetralatat.. tItrowdi II" ... wtdl mul-
--klar..-uneatJllO pel the PlBLD LQIt8I"""';.1Ie 1IIId.
lalUldltloll, flIr jolIIt l'8Itr8tat.ol.. ~ W" ...... ,.. Pipe
alld PiWIlp 11I8I be 1IIId. '1'R J'LDll....w I'itdap_ rated far
1IllIllI_ WlIrIdIll JII'8UIII'8II at8aO pillA.. tIavaIlh IN. ... aIId far_
pel ill the larawr.... Pl'lduct bIoch_OIlllodt J'IILDJ.OKe ""-.
and flIr '1'R rl.BXe Pipe.1Id l'IWapll'8 8ft11able ftcca J'llIII' u.a PIpe
NJ118lI8IIt.atiw.
TPl
, ~. "
.1 S '.
~ ,: ..., ", .1
. ,
rID.-Thicknesses, Dimensions and Weights
IiiiI of Ductile Iron TYTON JOINTGD Pipe
Tht.-~..... M....eioD. _ wel8bw of 4" UuousbM" Dvc:We Iron pipe OODforminstoANSII AWWA
0181/A21.Gl.
e
I..root
LaJIIJ.
.... TIt,_L-_ 0Jd8Ide WMtlId .. A.... .....tpt
IaoIIee CluB ~ DIIIIne&er" 'er rom tt
II1IIl1li. PeIuJde
,
4 111 UII 4.80 1115 11.9
ea o.ae 4.80 lI86 13.1
&S o.at 4.80 lI80 14.3
114 0.811 4.80 - 111.8
IlII D.88 4.80 300 18.7
Il8 0.41 4.80 lIlIO 17.8
.
8 80 D.26 . 8.80 . . SOIl 16.9
61 D.IlI 8.80 840 18.7 .
a oo.al C8.80 870 <20.11
68 0.84 8.80 400 ll2.8
84 0.8'7 . 6.80 48& lU.l
l1li 0.40 8.80 470 lIU
Il8 0.48 6.90 600 M.8
8 DO 0.17 9.05 430 23.9
61 0.80 9.06 476 26.4
Ili2 o.aa ~ 9.011 eao ..9
.. o.ae 9.011 Il8II . 31.8
114 0.89 9.Oll 8011 33.7
66 0.41 9.06 846 311.9
Il8 0.45 9.Oll 880 au
10 DO o.ae 11.10 870 31.8
61 o.a:a 11.10 - 84.7
ea o.a& 11.10 880 87.7
as us 11.10 786 40.7
84 1l.41 11.10 786 43.6
IIG 0.44 11.10 840 48.6
lI8 0.41 11.10 8tO 49.11
11 lID o.al t l&llO 786 40.2
111 0.84 18.llO 190 48.8
U 0.87 - l&llO 1M 47.4
118 0.40 1&110 no 61.1
114 0.48 18.110 9IIlI 54.6
1I6 0.48 18.10 1046 88.1
. . lI8 0.49 18.110 1110 61.7
"NIrln IIllfo.D.llf........... ..dla.,toll8.....1'" Ia., <O.OlIln.
oO.ll8l11.1-.otla.,+Cl.Cllla.,oO.ll8ln. .
t._~........ alia .... .MIPtllf....-..w...._a...
'-P. .. ... ........ per..... ...... ...-,.....
e
tt WIIlIId'.......:=
J.DL..I )b::'tt
TP T
I .
i'i'JC"_:;:rcJ_~TC.f"'1I..l ""~I ~T..J-----' ~~~ """""'1 ~..... M................ ,'_"'
J.g
,
s
, . I '
"'II Bell Dimensions of Ductile Iron
.. TYTON JOINT' Pipe I '
,
4l""' ' I
e
('
e
~,
./,
I
ual Product !ls;y V8ry Prom Sketch.
c
c
U-1SF
.'.14".
,
A Dlm.lIoa.o'.II..
Pipe B , C
81.. O.D. &ell O.D. Iooke& Depth
4 4.80 11.&2 8.16
II 8.90 8.88 8.88
8 8.08 . 10.n 8.
.
10 11.10 12.91 8.'16 '
12 18.20 llUl6, 8.71
14 16.80 17.82 1.00
18 J7.40 19.'74 6.00
18 , 19.110 , 2U8 ,6.00
' ,
20 21.80 28.98 1.10
24 2&.80 28.16 &.96
80 82.00 ' 3&.40 eM
88 , 88.80 41.84 7.00
411 4UO 49.88 ' 7.90 " ,--
48 150.10 , 88.1N 8.80
154 67.118". 8188 8.40
.Subject to manatactaJlDrr toleraacea.
"Out&lcle 41ametAlr of 154" pipe III ANSI MUll II 67.10".
Dbaealllone In Iachee
TP 6
I.'
I -
. SUGGESTED SPECIFICATION FOR:
I C~)t~~w;~~m~nt Seat Gate Valves
; . water/Sludge/sewage Service
I
GENERAl. (;:ue valws shall he of Ihe n:silieJ1l sealed wedge lype, fusion honded epoxy eO:lledlO AWWA
<:~~O, CISI iron hody desi!:". Thl')' shalll'omply with the American Water Works Association Gale
Valw Slandard <:-;09 as lalesl revised.
RATING Valws shall he r:lled t(lr zero leak:lge al 200 psi water working pressllre :lI1d have a -100 psi
hydroscuic test for structural soundness for ~I" through 12".
Alllesting shall he eonduned in aeeordanee wilh AWWA C-;09.
E Gale valn'S sh:lll he furnished with type of end wnnenion specified:ls follows: 12;# ANSI n:lnge
CONFIGURATIONS drilling, meeh:lnic:ll joiJ1l per AWWA C-III, push-on ends suitable for stab joints wilh ductile or
eaSI iron :lIld C900 pl:l~tic pipe, :lshestos cemeJ1l ends, PVC, or combinalions thereof.
MATERIAI.S All C:lst iron sh:lll conform to ASTM-A-126 C):ISS B. C:lstings sh:lll be c1e'Jn :lnd sound wilhout
defects th:lt will imp:lir their service. No plugging or welding of such defecls will be :llIowed.
Stems shall he m:lng:tnese bronze h:lving:l minimum tensile slrenglh of 60,000 psi, :I. minimum
yield of 20,000 psi.
Bolts shall be electro-zinc pl:lted sleel wilh hex he:lds :md hex nuts in :lccord:lnce with ASTM
A-307.
Rl'Silient Se:lted G:lte Valves sh:lll be of the non-rising stem type (NRS) or the rising stem type
(OS&Y) meeting the requirements of C509,
NRS stem thrust collars shall be C:lst integ,JI with the stem :lnd machined.to size..A stainless steel
thrust bearing shall b~ incorporJted to optimize Qper:uing IOrques...
NRS valves shall be furnished with O-ring stem se:lls using two O-rings loc:lled :lbove :lnd one
beJi)w'lli,,-jhrus(coll:lr. O-rings shall be sel in grooves in the stem, ilie O-ring groove sh:lll not he
less Ih:ln ihc f(j<lldbmeter of the stemllll't-Jds. OS&Y valves shall be furnished wilh convention:ll
Iype p:lcking.
The iJ1lern:l1 and extern:ll iron surfaces of the valve body and bonnet sh:lll be coated with fusion
bonded epoxy to AWWA C550 St:mdards. Gates for all valve sizes shall be completely enclpsulated
in rubber including stem hore, be field replaceable and provide a dual seal on the maling body
Se'Jt. Valve shall be cap:tble of inst:III:llion in :lny position with rated sealing in both directions.
Ruhber St:'Jts of speci:llly compounded SBR malerial sh:lll be utilized and be capable of sealing
under normal conditions. The V'Jh'e body shall have integrJl guides eng:tging integr:lllugs in the
g:lte in a tongue and groove m:mner, supporting Ihe g:tle throughout the entire open/close t,Jvel.
I DESIGN
COATING
~IARKING
The inside and outside of V'Jlw
body, bonnet :lnd seal plale shall he
coated, minimum 3-5 mils, wilh
fusion honded epoxy meeling
AWWA C;;O lalesl revision.
Marking shall he in accordance with
AWWA C-509 Standards, 10 include
Ihe name of manufaclurer, the year
of manufacture. maximum working
pressure: and size ()f v'Jlve:.
Ik'Silient se:lled !I'"e valvc'S sh:lll he
l'O\'ered hy :I ten ye:lr limited
warranty ;l~linst lkfc<..1ivl' materials
Of workmanship.
e
WARRANTY:
{'
, .
CLOW
Division of McW~ne. Inc.
MEDALLION <I> HYDRANT
. .
Claw Valve Division 't
( P.O. Box 350 ..~"~': ::.~ ':.~ '.' ':':\~\;., . I . .'
Oskaloosa,IA525n ''\. ". :::y. ,'. c " '" '~!;"'" . .,' I 11I11~IiIG . .
1-800-247.-CLOW .C"..'.. "'~" '!..:"', N. ~ '':',,: ",,' ~.',1.~'.,';i"""< . , :. , ..
Fax 515-673-8269 ',;'.'~; t" \ ';;:'" .. '.,,;.;:; _,.....~-;.. .~:i~~:.:l.}~ " : " ',~ "~'~.i/.\"" . .
, .,1"1", l' ('!",I <>'1ij;" p" ~f< ...-.",.I\!....:~-f~"~.l.,..'('.~. ~'}".~... !,~",~." .' ..',''':5I/~~.>., . _'
,', ,~.;~ ", .~;.;.~ ~."l-'~"!~",, ...< 'J1..~.{.' if! A.' ," .... 'I.'~'..... , ., .t ,-,,~,-_, .~.,. .
~', .....- '" ~ :Q(-(!' ""~/.:,' ~~~~'.ft'.~~';,-...'=~':'.'!f'o;t~.:"'::)r.,'~~r-. IH.,.~ '.$'" ~. ..I", ~:......:..:\ . '., r ;., ',r.t...' ...-_ "... '.. ..
,
.
.
I
....1
Forerunners in hydrant design,
Clow Valve has developed the
classic new "MEDAlllON"@ fire
hydrant. Clow Valve's
engineering department, .,
working with NASA, has II 1::1:1'1" ,'I
designed the MEDAlllON@ to '~ 11'1'111". II1II .
be the lowest pressure drop fire . I'I~IIU,I I.~;ii '.. I !'
hydrant on the market tOday! IIM~1 I~IIIUI\III~~_";I I' I
. . "IIII''''''hl~ 1111=:' III I
Deslgned..and bUIlt to exceed I ':.....'11,1 ". I ~ '1 .-
all current AWW AstaOQards .,~ 'illl' ~.~ I. ~ ,I..
-', and bearingthe.Ul/FMseal of ,I.' IIII ,I!I
approval, each MEDAlllON$ .,dlddl;~ ..!!"
will provide truly first class fire
protection and performance.
Available in both 5X" and 4X"
main valve openings.
For traditional Classic'
appearance and high
technology engineering . . . . .
The answer is the MEDAlllON$!
f':;
......
II
~....
(
FEATURES
A. Computer designed waterway
B. Every hydrant is AWWA, UL
and FM approved
C. Delrin. thrust bearings both above and
below thrust collars
D. Solid bronze operating nut with
weathershield
E. Solid bronze drain ring mates with a
urethane valve seat
_ F. Commercially available o-ring seals
at mating flanges
( _ G. Bronze to bronze main valve opening
H. All nozzles are solid bronze -
with o-ring seals
I. Bronze upper valve plate faced with
urethane to activate drain ports
J. All working parts removable through
top of hydrant
K. Bronze seat ring bolted to hydrant
bottom
L. Field tested break flange and coupling
M. Integrally cast thrust pads on rear and
bottom of hydrant shoe
(
BENEFITS
· Superb flow characteristics - more water
to fight fires - fast!
· Exceeds requirements set by AWWA
C502
· Easier operation means water faster
· Smooth, easy operation under field
conditions
· No corrosion, no leaks, positive shut off
· Eliminates need for flat gaskets - o-rings
readily available
---
· No corrosion .. .-easy to-remove parts--
after years"Of ~.ervt<:::e _
._ Easily replaced in case of damage -
no leaks U
· No loss of water through the drain while
hydrant is open. No corrosion
. Easy maintenance
· Extra protection if hydrant is hit
. No damage to hydrant if struck. Easily
replaced. Permits 3600 rotation of
nozzle section
. Hydrant is easily set and restrained
THE ANSWER IS
CLeW
,
I
(
..,. Ot.y
H_' I
H_' ,
H_'
H_'
H-5
H-6
H-7
H....
H_'
"..10
"-11
"..12
"_I)
1t-14
1t-15
"-16
"-'7
'"-HS
It-I,
1t-20
"-1'
"-12
"-1]
1t-l4
1t-21
"-26 I
1t-17 I
"-28 1
. "..29 .
It-]O I
K-1I Z
K-lZ I
It-'l I
It-). I
1t-)5 1
It-,.
K-lT
K-Ja ,
It-), 2
.....0 2
. "_.\1 2
.....2 2
.....) Z
...... 1
"_4' I
It-., .
1t-'7 I
...... .
It-.. 2
....50 1
....51 .
....5> I
".'5' Z
....54 I
.."-" .
....56 .
....57 1
..... 1
(
CLew
I
1
2
Duc=rtptlon
Operat1ns Vut O-I.ns
Op.rounc Nut
Ttu".t a..rlnse
Op.raU"C Nut
Upper .st...
J_ Ifut (Opt ..,,)
UpP4r 3t.. Sl...o
Upper St_
:U.... O-IIlne
Upper St...
Upper St.. 'In
:s.retr Coupl1n&
Cot.t... 'Ins
s.rat)' :n_ Coupllnc
$afet1 Coup11na
Pins
Low,. Ste.
Lowr .st._ 'In
U~r Valve 'lata
o..Unc
Drain Vah.
Fac1na,Screv
Drain Velve 'oclne
Upper Valv. '.ata
Seo" I1na Upper
o-Itln&
54." lUna
Sed IUnc
LowerG-Uns
Haln V.I.. S..t.
Lower Vahe Plat..
Lockwuher
t.ow.r ,.t.. ,t.te
INlere.
Lower Vat.. 'lata
V..tha,. Cap
Hold Down $c:NV
Veathe" Cap
Thnut. he.
l1\rusL II\It O...W1nc
&onn.t Bolta & Nuta
RiOftftet
St_ o.Unp
Bonnet O-IUnC
Mou:1e s.cUOl'I
"'-Pcr Mottle Lock
"'-Per Hottle
o-R1na
"-eMf" Noule
"-Per Maule
Caaht
ru.per HOta1. Cap
Noaa lou.le LocII'
Hoso Notlle O-l.ns
110M loa:r.h
~. .OS&l. Ca.k.t
Mo.. No&tl. Cap
C....ln
Trench Dept.h Tac
& S-HOOII:
Sarety rhnC.
Iolt.. & Nut..
sar.ty 'lance O-11ne
",.,..1 Upper F1MCe
Saraty ,bnS- .
.......1
$hoe.Dolt. , Nut..
e.ml Lower 'Ianp
D....... lift. o-I.np
Dra'n Ilns
I
Z
.
1
I
1
t.cu.. I,acer
-
"".."at ..t s.tacra';
,CLew
PRODUCT
.",
"_14 "
NDII M-l~... ~o....""c- ....1]
Ihoonu ~~1~
... ~-1.,_J17 ",
Urethane Rubber
Shlnless Steel "-\8 _
81"'Oftt.
Cast Iron !
M.lt_.
Sted
M-lO
.
Mderhl
...
Delrln
Bron..
Shlnlnl Sted
8ronte
...
C"
Stainless Sled
Sldnlus Sleel
Sled TublnS
Sldnlu,
ellS
.stdn1eu
Steel
Sted
...
.stainless SLed
U"t.hane lIubber
8t"On&e
ttnc Plaled
Cut Iron
llron&e
...
Une
Cu'
...
...
Cut. Iron
St.lnl en Sleel
Plated Sted
l~
...
Br'Ofne
lIubber
Cut Iron
St.lnlasa Sled
...
8M:lft&e
lIubOcr
Cut Iron
ZInc Plated .st."1
AI.....".... .. ZInc
. Platt4 Steel
tine Ptale Sleel
...
Cutlron
Cut Iron
Ductlla Iron Pipe
. Zinc: Plated .st...
Cut Iron
...
Bron..
ICed
Cut tron
Ita1ft'e.. St..t
v.tv. 0lvl.lon
CIow Corpor.l....
P.O. Bo. 350
Oskeloo... low. 525n
t"_:::
~_M"
0-M-'
~"-"(O,lloft)
"..5_
_H-6
H-I _,
'...
....,
H_,<.',
r" .......
'...
_"_10
'...
~M'll
M::1 -~
"-n~
H-2"~
DATA
SHEET
~
M..,
"-26
"-21
"-28
"-)I
"-0\7
"-0\1
H_'"
"-"6
M-5O
....5'
"-!l6-e
O~M'"
c=>- H_"
H...n
H-!ll_
MEDALLION HYDRANT
ASSEMnt.Y-"XPLOSlON
DAn
5-4-8~
2545_~
-:;:
...\
pressure of 150 psi. Valves shall be bubble tight at rated pressure and
shall be satisfactory for applications involving valve operations after long
periods of inactivity. Valve discs shall rotate 900 from the full open
position to the tight shut position. All internal ferrous metal surfaces
shall be protected with an, epoxy coating that is fully compliant with AWWA
C550-81. Valves shall be furnished with manual actuators unless otherwise
specified. Valves shall have flanged ends conforming to ANSI B16.1, Class
125 unless otherwise specified. Butterfly valves shall be as manufactured
by Henry Pratt Company, Clow, Kennedy, Mueller Company or approved equal.
!i
I
I
I
j
i:
',I
8. VALVE BOXES.
Valve boxes shall be cast iron, of the extension type, of suitable length
and diameter for the individual location, and equipped with removable cast
iron covers. Water valve boxes shall be marked "Water" and sanitary sewer
va 1 ve boxes shall be marked "Sewer."
l;
"
j:
9. FIRE HYDRANTS.
Fire hydrants shall be of the post style compression type, conforming to
AWWA Specification C502. Suitable for 150 pound working pressure; tested
and guaranteed for 300 pounds pressure. All hydrants shall have a 5" valve
opening with 6" inlet. All hydrant outlets shall be provided with nozzle
caps which will be'secured to hydrant barrel with non-kink chain. The nut
on each cap shall be identical in size and shape as the pentagonal shaped
hydrant operating nut. The nozzle thread shall be the National Standard Fire
Hose Coupling Screw Thread. The operating nut shall be open left and shall
be made of ductile iron. The hydrant drain system shall be sealed and will
automatically flush with each hydrant operation. Each hydrant shall have a
safety traffic flange and safety stem coupling which allow the hydrant
barrel to be rotated 3600, so that pumper nozzle will face the street. All
fire hydrants shall be equipped with a weather cap attached to the operating
nut. Each hydrant shall include an effective oil reservoir for lubrication
of the stem threads and bearing surfaces. The valve seat, drain ring or
shoe bushing, and drain channel shall be bronze. The internal surface of the
shoe shall be epoxy coated.
~'I
;:JI
,I'
"
:1)
,
"
I,
II
!II
I,
I
'I
: 'I
i r
i :~
1<;'
'/
" ~\
All
Mue 11 er
sta lled
depth.
fire hydrants shall be manufactured by either of the following firms:
("Centurion") or Clow ("Medallion"). All fire hydrants shall be in-
at the proper depth to ins ure the correct five foot (5') "bury"
Extens ions s ha 11 be used if necessary for correct "bury" depth.
!
,I
,
II
,'j
.'u
i:
~': :
'::!,
'i'
i
I
A gate valve or resilient seat/wedge valve is to be furnished with each
hydrant and installed as shown on the detailed drawings. The hydrant inlet
connection shall be a flanged fitting and the valve flange Shall be bolted
directly to the hydrant inlet flange.
All fire hydrants shall be furnished with two 2y, inch hose nozzles, and
one 4y, inch pumper nozzle unless otherwise noted in Section 41, entitled
"Basi s of Payment."
The barrels of all hydrants above the ground line shall be painted OSHA
High-Visibility Yellow. The caps and bonnets shall be painted an appropriate
color to indicate the amount of hydrant flow and available water. These
colors will be determined by the Salina Fire Department after the hydrants
have been flow tested.
8-2
':':":~'~-i-
EASE OF OPERATION
(-) The @ RSGV has only two moving internal
. parts - the gate and the stem.
The gate is fully supported throughout travel by
an integrally cast tongue and groove fit between it and
the valve body. Lugs on the gate fully engage the
coated guides cast into the valve body so the gate
closes smoothly, without "chatter", every time.
This positive gate alignment, plus
positioning and engagement of t/Ie stem nut,
virtually eliminate stem binding, and provide
balanced loads and low operating torques.
The @ RSGV is among the lowest in
operating torques of all available
competitive type valves.
The operating mechanism is triple
O-Ring sealed to completely seal
against leakage past the stem. Two 0-
Rings are provided above the thrust
collar and one below. Upper O-Rings
can be replaced without removing
the stem.
'a' Wedge design is one-piece
,. cast iron with integral lugs.
Vulcanized rubber coating
completely encapsulates wedg ,
lugs and stem bore.
Coated, internal body grooves
provide smooth travel path and assures
positive gate alignment.
FULL FLOW CAPACITY I DUAL SEATING
The e RSGV features an unobstructed, thru-
~ondUlt flow path for full flow capacity. Closed,
--'the @ RSGV provides bottle-tight, zero
leakage in either direction at full rated
differential pressure with dual body-gate seating.
.~
'" . Low ope..lting
torq ue
1
Dual seal between
gate and body
Body and Bonnet
Fully coated ID and OD to AWWA C-;;O
Available in 4" through 12" sizes; Non-rising Stem
(NRS) and Rising Stem (OS&Y) with standard end
configurations:
NRS: MechaniC"JI)oim, Asbestos Cemem, Push-On
(C900), PVC, Flanged, Flanged by Mechanical)oim,
Flanged by Asbestos Cemem, Flanged by Push-On
(C900).
OS&Y: Flanged is stmdard. Other ends above
aV'Jil;lblc.
lapping Valves: Flanged by Mechanical, Flanged by
Asbestos Cement.
e