1991-033-RES WHEREAS, the City Council of the City of Paris did heretofore, in Resolution No, 90-097, award the
RESOLUTION NO. 9I-033
WHEREAS, the City Council of the City of Paris did
heretofore, in Resolution No, 90-097, award the contract for
10th Street S.E. Sewer Line Replacement Project No.
88-WSRB-09-90 to Bill Hazelwood, Inc.; and,
WHEREAS, the City Engineer, Earl Smith, acting as
project engineer of said project recommends the amendment of
said contract by Change Order No. Two attached hereto as
Exhibit "A", which provides for a net increase in contract
price of $10,224.00 for a total of $422,292.00 for
replacement of a 2" water line with a 6" line before the new
HMAC overlay is initiated, and such form should be approved,
and the Mayor should be authorized to execute the same; NOW,
THEREFORE,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
PARIS, that the 10th Street S.E. Sewer Line Replacement
Project No. 88-WSRB-09-90, contract is hereby amended by
Change Order No, Two attached hereto as Exhibit "A",
providing for a net increase in contract price of $10,224.00
for a total of $422,292.00 for replacement of a 2" water line
with a 6" line before the new HMAC overlay is initiated,
which is in all things approved; and,
BE IT FURTHER RESOLVED, That the Mayor of the City of
Paris, Eric S. Clifford, be, and he is hereby authorized and
directed on behalf of the City of Paris to execute said
Change Order No. Two.
Passed and adopted this
ll'~""~'
Eric S. Clifford,
1991.
.7
Mayor
ATTEST:
\\\~,.~>~~~~
Mattle ~unningham, Cit erk
s, City Attorney
CHANGE ORDER
(Instructions on reverse side)
No.
Two
PROJECf:
DATE OF ISSUANCE:
10TH S.E. SEWER LINE REPLACEMENT
March 5, 1991
OWNER:
(Name, CITY OF PARIS
Address) P.O. BOX 9037
PARIS TEXAS 75461-9037
CONTRACfOR: '
BILL HAZELWOOD, INC.
OWNER's Project No.
88-WSRB-09-90
ENGINEER:
HAYTER ENGINEERING, INC.
CONTRACf FOR:
Installation of approximately 5214 linear
feet of 4" ,6",10", and 12" SDR 26 and SDR ENGINEER'sProjectNo.
~r:; pur Cl:Pt.1Pl'" nino. n"lnnn......l ","co -::inA .....+-,....,,...,.... ..,rr.'....+-.................,.,.........
You are directed to make the following changes in the Contract Documents.
Description:
See Attached Page
Purpose of Change Order:
The existing 2" water
re{>laced with the 6" line. This should
thlS cont~ct) is initiated.
AtlaCtunents: (LIst documents suppomng change)
line is a maintenance problem and should be
be done before the HMAC overlay (part of
CHANGE IN CONTRACf PRICE:
CHANGE IN CONTRACf TIME:
Original Contract Price
Original Contract Tune
$
$449,779.90
150
claysorda.t.e
Previons Change Orders No. 1
to No.
Net change from previous Change Orders
$
S412.068.00
o
"'"
Contract Price prior to this Change Order
Contract Time Prior to this Change Order
$
$412,068.00
150
claY5<<c!a1c
Net Increase (~ of this Change Order
Net Increase (decrease) of this Change Order
$
$10,224.00
o
"Y'
Contract Price with all approved Change Orders
Contract Time with all approved Change Orders
$
$[,,?? ?Q? nn
Pin
cla)'Sordate
RECOMMENDED:
APPROVED:
CITY OF PARIS. PARIS, TX
APPROVED:
by
~ncer
by by
Eric S. ctilford, Mayor
OWNER
Cont~toc'
ATTEST:
Mattie Cunningham, City Clerk
EXHIBIT A
No.
1.
2.
3.
4.
10.
Attachment to
Change Order 112
10th S.E. Sewer Line Replacement
city of Paris, Paris, Texas
March 5, 1991
Description
6" DR 18, Class 150, C900 PVC
water line, in-place, tested,
cleaned up
Furnish and install 6x6x6"
tapping sleeve, valve, & box
Furnish and install 6" MJ DIP
900 bend
3/4" customer service transfer
- Far Side
5.
3/4" customer service transfer
- Near Side
6.
Furnish and install 6" tee, gate
valve, pipe nipple for fire
hydrant
7.
Remove and replace existing curb
and gutter
8.
9.
Street repair
Remove existing fire hydrant
and plug line
Valley Gutter Repair
Total:
Estimated
Quantity
400 LF
2 EA
1 EA
2 EA
4 EA
lEA
54 LF
30 LF
1 EA
46 SY
Unit Total
Price Price
$12.00/FT $ 4,800.00
590.00/EA 1,180.00
l28.00/EA 128.00
175.00/EA 350.00
85.00/EA 340.00
675.00/EA
675.00
11. 50/FT
621. 00
15.00/FT
300.00/EA
450.00
300.00
30.00/SY
1,380.00
$10,224.00
-.....
, '
TRENCH WIDTH AND BURY
GRAVITY AND/OR,PRESSURE LINES
....-:.. .
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VARI~eLt..-/
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TRENCH WIDTH ~
~ _TOP OF" ~IPE 1
PI PE TRENCH WI DTH MINIMUM
USED FOR SIZE MINIMUM MAXIMUMO) BU RY (2)
Water Services 3/41t-1~" 6" 12" 3011
Water Services 1~"_2~" 6" 12 " 30"
Water Mains '" 6" /211 3D"
Water Mains 1~u 6" 12." 30"
Water Mains 11..11 6" 12 " 30"
-,
Water Mains 2" 6" 12 " 30"
Water Mains 2~ II 6" 12 It 3D"
Water Mains 3" a" 18 " 30"
Water and Sew=r Mains 4" 2.0 " 2.4 " 36"
Water and 5ew=r Mains 6" 22," 30 .. 36"
Water and Sew=r Mains 8" 2_4" ~O" 36"
Water and Sew=r Mains 10" 26" 30" 4211
Water and Sew=r Mains 1211 2B" 36" 42"
Water and Sev.er Mains 15" 3111 42." 4211
water and Sev.er Mains 18" 35" 42." -42"
(1) paverrent repair quantities fer pipeline constructim, '.vrere a bid
item, shall I:e canputed '~sing octual disturl:ed '"idth or this
C01UlTU1, ."hicrever is lesser.
(2) These J:u;:-ys are applicable to gravity pipeline ',.;r,f,,-e no deFth is
specifiej in the plan/prafi1e drawings, and to pressure pipeliI1es.
In crldit.:..on, nc' ;?ressure ::'i..'1e shall te less t!:an 36" ,~eep ._:r.cer-
xrr!)'..J c:itcr.es rJr cree:': ;':'C:::':::;01::-;. :'J;er-e .3L=€c:iic .?le\'.:ltic:ns ::r?
shO':/O '.:-lsF:Jr-:en? fer q:-,;'::,,-::'./ lir:e:::;, s~_:cb. ,~::: ~::. :.;~Ci['./:?r,~:i~e
-. , - - ,
xa':ll:-:.g~:, -::'::()s(' 'Jra:€::::-::.-...:=.- _ ~j' )'.-en,.
co'"'\R
BLOCKING OF GASKET FITTINGS
(PUSH-ON OR MECHANICAL JOINT)
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PROTECT BOLTS AND
MJ GLANDS OR FLANGES
FROM CONCRETE
~::;:l1IaIll311':::;/lIEII(_IU::'
II/
1/
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BLOCKING TO EXTEND VERTICAL FROM BOTTOW
OF TRENCH TO SPRINGLINE OF PIPE
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PROTECT BOLTS AND
MJ GLANDS OR fLANGES
FROM CONCRETE
O=INSIJE OIAMET~R OF PIPE
SO 1
CONCRETE THRUST BLOCKlNG SCHEDULE
.0.".. .
, . .
'.
PIPE .11'14. 22\<i 450 90. 0lA0 """
2 0.2 0.2 0.5 O.B 0.6
4 o.s O.B 1.7 2.7 2.8
6 0.9 1.5 3.0 6.0 4.0
B 1.4 2.9 6.0 IV.O 8.5
10 2.0 4,5 9:0 16.2 12.0
It 3.0 6.8 12.0 21.0 16.0
16 6..2 14.0 23.0 50.0 30.0
MINIMUM so. FT. BEARING AREA REQUIRED AT J50PSI.
I. AREA IS BASED ON 1000 PSF ALLOWABLE
BEARING PRESSURE.
2. WHEN SOFT CLAY IS ENCOUNTERED THE
BEARING AREAS SHALL BE DOUBLED.
3. USE CONCRETE FORMS TO KEEP CONCRETE
ClEAR OF ALL BOLTS a FLANGES.
4. TABLE IS BASEO ON AWWA NO.23, PVC
PIPE OESIGN MANUAL.
5. ALL FITTINGS liNCLUDING NUTS AND
BOL TS) TO BE DOUBLE WRAPPED
WITH M~'ljIMUM 3 MIL POL Y WRAP.
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CONNECTION OF NEW 3" AND
LARGER BRANCHES TO NEW MAINS
M. J, GATE VALVE
.& BOX
o 0
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BRANCH MAIN 3" I. D. '" LARGER
NIPPLE-LENGTH AS REQUIRED-
OR FLANGE VALVE DIRECTLY
TO TEE
<;n<;::>
'~r,:.::~\:.(..
-.
CONN'ECTION OF NEW 2'/2" AND SMALLER
BRANCHES TO NEW OR EXISTING
MAIN
TAPPED TEE OR
[ALL BRASS SERVICE
. SADDLE
MAIN
NEW MAIN EXTENSION-
21/2" I.D. & SMALLER
o
o
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2" BRASS NIPPLE TlCT
2" ORISEAL CURB VALVE WITH
CURB BOX.
2"BRASS NIPPLE T.T,
CL 200 THREADED PVC ADAPTOR
8. REDUCER (WHERE REO'D)
100% WATER SHUTOFF IN EXISTING MAIN
IS NOT GUARANTEED.
.
Sl)51
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TAPPING SLEEVE AND VALVE
CONNECTIONS
y*
A
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W...J
B
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A B C y*
TAPPINC VALVE NEW WATER LINE CONNECTION EXISTING WATER LINE
SLEEVE
MJXMJXf fXMJ CONTRACTOR TO PROVIDE COMPATI-
OR BLE CONNECTION fROM VALVE TO CONTRACTOR TO VERlf'l
fXG NEW MAIN, '!>IZE oS. TYPE.
BOTH '/AL'JE ,.l.ND SLEEVE (INCLU~'NG NUTS, 30L TS, AND FLANGES) SHALL
BE DOUBLE WRA?PED WITH MINIMUM 3 MIL FOL Y WRAP PRIOR TO THRUST
BLOCK PLACEMENT OR BACKFILL
PIPE WALL REMOVED FROM MAIN BY TAPPING SHALL BE PROVIDED
TO ENGINEER,
.,
..
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..-",.;'. ..' ..
-.WATE R. -.V ALVE<; I N STALLATI.QI~l.:"':-\":">;':...._
- . 2" --AND LARGER .. . -,.,'- .
II
uo
EXISTING GROUND
2'. 1~24.
ADJUSTABLE VALVE BOX
WI NECESSARY EXTENSION
ALL VALVES SHALt.' ttA':.-c:
A r.ONCRETE PAD OF THE .
DIMENSION SHOWN PLACED
AT FINAL GRADE.
UNDISTURBED
GROUND
TRENCH 'BACKFU
USE: EXCAVATED NATIVE
MATERIAL M STABlLIZf:D
AS APPROVED BY ENGINEER-
GATE VALVE
IIolECHANCAL ollllNTll
1iO.4 REBAR 80TH
SlOES OF VALVE
NOTE:
UJ VALVE BOX SHALL NOT
REST ON VALVE OR MAW
(2' INCLUDE VALVE MARKER
WATER
NOTE'
KEEP ~HRUST 'llCCK C~1lCRETE ct.EAR
OF ~LL BOlTS.
SEE ,'<RUST 3LOC< SClEOUL:: F"R
MI,'lltolUM SURF.lCZ AREA Cr' T-f>'}ST
BLOO<ING
USE MINIMUM 3 lolL POLY TO DOUBLE
WRAP VALVE. NUTS, BOL TS, FLANGES,
ETC. ? ~~OR TO CONCREiE PlACEMENT
A~JO e:'Ci<r!lL
/'r /':"
~
HYOfUNT SHALL NOT BE CL.OSER THAN
S' NOR FURTHER THAN 10' .FRON CURB OF
STREET TOWARD WMICt-l ~. PUMPER
CONNECTION IS TO BE' OIRECTEO.
MUEL.LER CENTURION NO. AWWA C-502
folCOEL NO. A.423 WITH
1-4~.CONHECTION AND
2 - ~. NOZZELS
2+"'-IIN.
2( X 2"
)(
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3i
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cz:
6"
VALVE BOX
ft' GATE VALVE
fAlELLER 2370
....INIMUM WASH~
PEA GRAVEL FILL
PaJREO CONe. 'l"I1RUS'I" BLO CK
P.R OTECT CRAIN OPEN..a
......~..
J~
BLOCK OR BRICK BASE SLAB
PaJRED CONCRErE
TMRUS'T Ill.OCl<
PIOTE'
CONNECTION TO PIPE. VALVE, AND HYDRANT SHALL
BE FLANGEO OR MECHAN'1CAl JOINT
KEEP CONCRETE CLEAR OF ALl. BOLTS
TYPICA L FIRE HYDR~NT
INSTALLATION
CITY OF PARIS
ENGINEE?lING DEPT.
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