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<<~ 77""
(CakTIFIBD COPY
' dENERAL POWER OF ATTORNEY
No............ y6.RRx
Know *0 Men by thm Prmftjot
That UNITED STATES FIDWTY AND GUARANTY COMPANY, s oorpontion orroalaW add es6tiot under •'1.e layr of the
State of Maryland, and ba►%r Its pfindpal ofoe at the City of Baltimore, In the State of Merylaad, duet heresy clw:itete and appoint
Dan Biggins
of the City of Fort North , State of Texas
its true sad lawful attorney Is and for the State of Texas '
for the following parposea, to Witt
To daa Its usage as surety to, and to encore, seal and ecksowledge say gad all bonds, and to respectively do as fo and
all sets and thlop met forth In the resolution of the Board of Directors of tits said UNITED STATES 11DE1.1" it 0)
COMPANY, a certified copy of which Is berets mused sttd made a part at tkI ow S1'`~ry~1k so~,ie d TED
FIDE! ITY AND t;UARAIiTY COMPANY, teroagh ace, its Bonn! of DlrectoeU~i ltd bOU6rntalB ` r id
Dan Biggins
MAY Iairfoly do in the promises 4 virtue of these presents,
In Witness Whetoo/, the staid UNITED STATES FIDELITY AND GUARANTY COMPANY hu awed this iatrumeat to be
sesied With its corporate ~ea1, dnliftled by the a<;aaturee of Im Vice•Preddest mad Aa6taat Seamaty, this oth day
Co7IFvidA N, vntln2r 3 Jt y S .
Iu ycruuauua jLy{µ4`' j trt.7"'~unu'a x1 ova ~~QQI~ f~ Kul c'l ON 11i1i1E11 2JYJF~ l.lirEl3,1A YxD Cf1Ylt~Uf.).' '
tswjnt ~u ►ug 11v MVcts tpcccyq n touotgcq Ie (ys w1untct of rrtq mA%! UNITED STATES FIDELITY AND GUARANTY COMPANY.
toll' Iy1D' r1. x 1.r rxtr{us v dnot m 011110 "9q oI DTlsclnur All Lcc.crl' ruq fpst Qt` tmttaiufl~ }r t visa F" 4uutf 4011) (114141"1
11011.9 41 Iata.l0tr Ill rVi9 4ot brvl' q.aI1 ct(jwj +tQ*fliled~pr c~tc 'Kfr~ P "gal i3urntc oil rY° slip 411. n;
ynq j go !mopes atgll rpvr "14 jtnnst ck ytrotpsl Al, 111"U in L.n+uroca c1 g i y~rlr linLt3 il'1'r.Yq~t'prtr,tet eI pc
► Ire-President.
' 4~~Icfp t rot t O S(01141 par as.c1. pc(a cacj.•ry erq p NMI to tajl jet% ruq stow tIl
ill .poi. OL + exirg lgi6~4}dfslut ruq a~bow~cl;'~r..f~.:Tl~.~l~.l.tth Rio fwpq« a« tprtclr ass
.ladsrant aee►rtory.
STATE OF MARYLAND, w: pv u B; grit f u t
BALTIMORE a "t
p1 151Qy i1tlt►yu o nth day of July 6S
t.fift:l/lrI11. C.t~iy1'~u~s rpvr Wutoluttibeyty(,Y"I}1 e it
f . Lrit1~ ~jy,u
COMPANY and E I)Xnp gt t 4 o as mpxany, wiidath std
rr pit ~e,b~a/ by me severally doh swore, UM that they added is 96 City W BaEitoaa M L~
1.t r1 oil Nu /pi ;tyuF"!W4 llvs- to rued':+FAY'uis'al jEltittf trtuu' .q nli;iou' . 1.t 1 t
a t "t apl f10,aadd'~tN17F.9+$7#!'tf~ ID$l1RltdtiVD`t717A `fye1111p' T` r
¢ ,14p¢ ~Avr F*w,q!A4 WItt* lbiyldiWkgvkI f't'elT h it
PAS 3 lrpbl te, .44it pas!'rA* *ddet'bF'I!i`dlfft ,d, s w c
1.l 1 tie{Ajr 1%jV1,* !AbNd4"A1fi''Af+1111&!% A 0if"l6v 0 n 9
agar INPt~ ~ , KfiitlKsf~t~rrd~ly~~'r'"llllfl6°t r#'~°`1D; nltf6'jlpc 1.r"'r;occ al pn
i ~wtvrstuccY oplltvgam' vllbnjrtjour' ne t tL~fA+ LLDtt] grYtplut ju tpr gvleut of cltpcr oI eJw wag' r.~rcp etc ut uivt 1..1 ivr'
jew IV Its stirs suq r, In sirotml o< rnbl~d*io'1 ,"rtsur of ryYrnl4.i IM'~1n9l 1r 11'7'4'jf'at ot,rua ruq rn
.3"dies' ruq t<rtt of Rnutautctlve 1w,1110 gill ougsutrilu6+' 1.a: MUq uL kt.W,Itcq 1u gh r,rru0t cat 10"C'inrr.' et
AI,7 Wf)RFr~1FYtm Bi1sI" 01 "ut puigtut l'ovy1vug 41 Lnppc c1. 6u«rtr »nu' enrt7ultc;ve tpc bulrtuaru sv r.l uertto dr oslwt
of ~n 1 19(: 1 Irv a Q 1'<o4
rr t toct J,~ ~t .v t~s' 1 r s1. h u rr y oI;rut
Oro], u1 s~ t1a its ''twLcMCt Ir! yr.ius, rut ref vl; u,u
Sd1i A Coen ed )3gltiafsrf'ft, lirmA fed{ y-i r«
A u , w t rTa t to u1. .,u~t~r,; s I ;rut
feetof6 Fria _ k bti to N nr, 4 the
whom 04111h t~~sHt ~r "mm he!I1% 16"
Stagtitpf )bferylttalcirfiMfffo!"rb♦ C,f1~6t tidddtW' iNOyt fil6d_oged ~I d at the time of so 's NotarS a e{ the
echo gtrldb'eg o;( Ada gtiblad'daWftd'!ip'•sWni~W*th6f6hagjf'N~tt~' q l Jan' ~r• 1 , dl~bla
Nsiaty, Ilttt'stjlyl'i Ildldtgtfdif 1o'biIl{6l tis of pans fir tyi« ( r t ~fStct
In Tallaw6y WA r#4jt I berets, ad my baed gad adl-tL~ !M~tal b/ 1 5uipmfor Copra of Hawmare (Irv, the tart bdy t Court
of Reoord, tide 9th ' day of t I1T,1 i1F. 7tli~yS't.EJ~Y . A D. 1961
, F, Wrist.
tb'A''Y"! (Signed} Jam** F
................n....t......~r.......................r
i't`s Is.atj c1Nk.f,A.arprt<arc.w.~t~iunor.cGy:
a,
4 a s pr y, sou , ,ay"A,~rr
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4148 tse:t Ct~j.ti[yt~aWt~~L'"dua~$ojnurxt~nl
t ZruYf)
c{ g<cotq'.ryi+ ll~~ qal of . COPY: OF 1~%Q~.11'`[ON' Y' 1), loin -
ttr ycau,lo,' got Mowed' [ jr;rta 4.,; til jl%z+j Crory [ru+t tyil *Gil uLiYs 2n ~t~s fartrt a! fian?wna rlw I'{snc pjtd r nt
a !1 sY Y prt,Yer
$T odd whev%v4 M t116dt wkr vA im uelxw4YiF woo of balfwafta that this COM
goad Sttlbasdtp to dd f* tt Uad fti°hl bli~e'tif ltd a` 1klt lsY r hd 4b~ ' 1 $1%0 .I ~ N
.1tb, Aoatlalatt "f Caaida°itid fa tti~ alafet~Z Nbirf' P1wi. P iP av r
..y t. , , r• !r a~ r 1 rct n r • su Al p v t'c•4o yrPw~rr.l,^u jrp YMwm' «cra rr t}u [S'w a; ro ~]rluR r j/.r.<arl }JnrN~ j tp:
r' i T f+~ r A ' idataa ~t a and emywra its .#*NJt or dthlDCo NL V(o S
` q Cary or o of to A t i+ l tlah op,appfat iiilibti Wl"parbna
as ahoraey i t~ey~Ut• Eat or steats cl said Company, I4 is ware and as its act, to sseeute sold deliver any and oU con.
Ba shtef the ids of QeWas hojdinff poajtjona of pnbtle of private tras4 tw.tiatatn# the per{Crmanea of Contracts other
U or SusranlWas bonds and oadet4licim requited or permitted in aU actions or proccedints, or
7~ .Jqa oco Ui and .111 g
fro, !a its same and as its attoreiey or alto?ggyq~~}~ f a, or steal or ateau to e,ep4K's44 V0l!lyijp'a'1eoadidoreni of sad sad sU
binds; recotolunces, oblltatio^a, supulationsl n=11 anything in the Data" of either of t6s same, whkb a or cloy by L.,
man tjtlusrarof al►f {ltaq'ai?•Tetrltrf~'bi't.te' U1Q1w' iktye~.Jcu/ ~w the (Pjroovino of the
M I' 1.~{ aQ~N R'DQrr Df`aDli (I~'
9.11„~Ir f,ittgp 4=bl:tlk ea~a, IM~td9a►I Oa1ilW,' olds;. ytiaad,
lsf~f~,[
~tnjr:a' q Owl p"I •Wbaa'I 0 406w .w wigsw
Scimecc,tIigo`~'M'k/~t~ayt~r>ipy pt~iy`It-'-~uekitd~o(l tl~of(~~o~Mi~l1[16 J ; Stp ft 'e
Wit
t 4f a gr tm, [ oft 'T
Ittt{~%1ok IJ}J{,A4.~~.~~1°I~ rI OR~tYYY7lRtNa~rOr {/ICpQP T K.. t". t
) t b ,day two * jar td Mot in any lneh[boa%% teaio]ttljWbtf 6f>!lt.tka, atini.tioa, dr de pr
~t N 1 l M {got 4u]~ r mu ra]y iyrs rj'ut 1c+l4lcei Iv vita 00 pt 1''ttrvirac VIVI. 1uftfs.
[
E*j P;w0Y- r W, ( CW1.+D)r 0)(0 Poly vt
4~~. •~MlCd~ Ian
GUARAN I Y C'QWP4NY, it be* jortifyrthat the folmdot 9 [11` /alf,' Ydd' oo t . #6 ~o'UtzF ~ „lS1PfAfy~d!E^
by aai±},Ceptpalif to 86V 4 f j )
dvI•.EIA01+j; Oari Biggins
7,11011. 01, YIyM'VNS)' ar~.t,x~b
of Fort UrthtTexaits ((g f of and "myowDlWt"AtIii1i f10rld rrlin booth so tIM.Ma set
ffl r41ch panes of attorw hu Dom been :rooked and is a to tali *.v sad effect.
t reel crt
And 1 do further oertlfy LUS eatd Power of Attora y was tiros la pmssuce of a rlwjvt tWpled.rFt.r st~t r. t ei the
Board of Directors of Paid Comp-Ay, duly ealled IN A * Daft d1't}ie 'Ce6iplyay 18 tbd;CJt~ 1;lhlmore, on dw 11th day of
1 *1 1910, at whkh meeting a gsarum of the Bata of DL acts s was ptewsk wind that 16 ioretoW G a true and eared copy' of said
resojatba, lad & xhob tharoof as roawtded is the ■domee of said a10° 0F'fllf]) 21V; h7 l,tUj"Cl,t i. YOU C"i]YtriY,1X
jR roolf"y A'Mre ] luri ago set my i~¢ M14I.~1sa1 Of the UNITID 9TATM FIDELITY AND GUARANTY
COMPANY ob Auq~ is 3rIJ1r~+!/V: r• tltPvlQtte nI 16v tal gent 1404 y";utnt ~<xnFsrl, ryn alp gel nt
[r] q Cup 119 t+wtr{ei., s] f.. b
qn`{(f'} j;q 111 It
t4 {tlsv+rt tl.Y►+a°~` gys +ttq (/ftt.lt {'.'4'11.'2 1.i14''l1iJl YY.it I`C:YtiY111F CU?1LYv!/. P71 0"" I]ri4;uz;sawaut t7 Pc
v'O isa'I"Ill q., to I]to, t. I'MIA40 111 elu{io q tyCft bca+tuty'
Dtru 111"1 uv
1 rani us Ili wit9 t o iltt.aua ' yac q t v I+e row 11 + ,q r r mil
ffpl:'I lS.~ Yll3 ('PtYHYi1.L1, (iJ}il,{d7. Y i l or. n o roll „!,LM r r :2
wytbV%7' v rc ts]y,•q aibl cI np)`p t+ Pow sourx{,q suq sago a brtr of a 114'
'IL') oI tyo vil9 tY. i ]F2 TIfSFTI2 4 r
.lj rt/ti Burl 1111144 W Imtp IV gyc t.~cieryuu 01 91 - .
So .;t+r Irt r141o. to antral sry' rtsy ;a c4wnly' 4orj euq rcFaoelc O eat sop III paurp' say In twhccl;rcj1 qa rill l Xl iq
Ir,t Iyo I6]1,slac ).Al.pxxe to 01.11:
114 talc Vol JIM101 ratrto-al IV ■aq tilt rp0 gtPrS oI yS)ttrg I
eI yo (,411 01 } qt, f )lot•iN agile of jolvil
DIU 11TURfult
~sv{u „l !11vtolinq' Purl ytlra>t 119 I'tlv,;bil 4VIA P1 tj'r (dr), o; ia'yiuvoW iu aye 2trir I,I ~Irti']xuq' rhKr pcuP). vnr.;1{n{u n1r] sbb+yvg
A.]rrt ti'/I.Ij'If 2S,'I]l? t,lill;lll.l. WD Cri'48f LA Loki :4f.' " ,rttsut.r,I 4uq cr;.;aG cnlst Iyd pro 0; c}
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31310,
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FORREST (AND COT,,TON, tNa.
G~a:14~1tis10 ~,ftngt>uier
eoa MCKCLWILC CONTINCNTAL SUILOINe
SUPPLEMENTAL AGREEMENT FOR
EXTRA WORK
' Jul 20 1970 City of Denton t
.Dote y r Owner Agreement No. 1
Shut No. 1 of 1 Sheets proJscl Carroll Street Contract No.
Conlrecter) tees
J, L, Bertram Construction 300 Blue Smoke Court, West
and Engineering, Incorporated Fort Worth, Texas 76105
Authorization Is ere requests rte performance o Extra or under the o b" contract escr as
followst (Attach drawings or sketches where applicable.)
Jack or bore 132 linear feet of Class IV 48-inch Reinforced Concrete
Pipe under S. He 24 in accordance with the drawings furnished which
are made a part of this Supplemental Agreement No/ 1.
(6xplanetions *(above if neeessay)
(A) Agreed Unit Prices . W2 .k, E A. A 1139.&0. ~Ik 2,... _ . ~ = 1A e 35't _ 28
i
(8) Fair and Equitable' Sum,-' Lump Sum S -
(Attach analysis of Lump Sum Prise Ine. Labor and Material Costs)
(Wol hereby air as that the work UsW in Ihs
forooolog oppttsollon Is "Estro work"ee the sane
Recommanded for APyrovol I FORREST AND COTTON , Ins, Ilorlfltof Iho 6~puifielli~Onef enhe 0 d thatI (WO) will
pGrforea sold work In eonstderattonfor payment
end comperes fl e s o Ifiod a e.`
C
-A~ 7, 7& ems oe a rem uonatructio
Contra----
l,
.O0107
AOp i!; DSfATESfIALMAHD0111RAII)yrOUPANY
Dy A N Dote turetr
WMA V.- By ClU ATIORgi a1 wle &Lotf
r '
CITY OF DENTON, TEXAS
Pawing and Drainage Improvements on
Carroll Street, Parkway, Henry Street
SUPPLEMENTAL AGREEMENT NO. 1
1. The below described modifications to the contract, specifications and
drawings for the construction of Paving and Drainage Improvements on
Carroll Street, Parkway and Henry Street constitute Supplemental Agree-
ment No. 1,
I
2. Sheet No. 40, Drainage Plan and Profile, is deleted.
3a .The below listed revised sheets and added sheets are made a part of the
drawing for this project-
Sheet Number Description
2 Summary Sheet
_ 3 Summary Sheet
4 Summary Sheet
20 Plan and Profile - Carroll Street
21 Plan and Profile - Carroll Street
22 Plan of Intersection - Carroll Sto i Safi. 24
23 Plau and Profile - Carroll Street
29 Plan and Profile - Henry Street
35 Drainage Area Map
36 Drainage Area Map
37 Stores Sewer Profile - Line "B," "Co" 6 11$10
39 Storm 'Sewer Profile - Henry Street
40A Storm Sewer Profile - Line "J"
57A Junction Structure Details
57B Junction Structure Details
57C Junction Structure Details
4a The attached Unit Price Agreement and Supplemental Agreement forms dated
July 20, 1970 are hereby made a part of ,Supplemental Agreement No, L
So The time of completion of this project is not effected by this
Supplemental Agreement.
6. TExas Highway Department Standard Specification 476 is added to the list
of specifications for this project. 1
I '
I
1
I 1 -1 11
i
7. The above listed revisions and additions are subject to all contract
stipulations and requirements and no other provisions of the contract
are amended or changed.
Be By the signatures below of duly authorized agents, the parties to the
contract agree to and append this Supplemental Agreement No. 1 to the
original contract dated June 9, 1970.
• I
Recommend *Frort 2a1 • '1 c~
Fort ' Cotto , 1n Data
J,' L. BERTRAN CONSTRUCTION
AND ENOINEERINO,t INCORPORATED ;CITY OF DENTON. TEXAS
Contractor Owner
1
e
By Byt
i y 7n ~ /y~r~
Datal r 4 Datat Aw~1 -1!' 19y0
j
I,
j
APPROVED
1
ACK Q, BARTON
MY ATTORNEY
1 r
I
1yyy~ . 'I v.l
ORREST N
J cljott,tnltfttg ~n4 tre
+ 600 MLnCANIT.Le CONTINON! L Oy14.0IN
UPPL£MENTAL AGREEMENT
FOR
ALTERED QUANTITY AND/OR ADJUSTED UNIT PRICES
p,,e July 20, 1970
Owner City of Denton Agreement No. 11,,,E
ShootNo...1_of _2-Sheets Project Carroll Street Contract No.
{Cenheclor)
J. L, Bertram Construction 300 Slue Smoke Court west
and 8n in- 76105
i Z 3 L 5 6 7 1 q
141 CW Location Deaerloouon of loom Quenlilr Unit Unit Allltlone Non-Per.
Prise formaAcoa
421 060 Carroll St. Class A Concrete ! 7,5 C.Y. 65,00 10237.50
(Junction Str.) 27,3 C.X.L65,00 4,504.50
440 001 Carroll St. Reinforcing Steel 000349 Lb, 0416 16,05544
03,513 Lbo 0,16 16,562,08
460 076 Carroll St. 73" x 55" CGM (Bit. 890 L.P, 77.44 689921.60
Coat) (Fully Paved) 0 L,F,
Pipe Arch
465 003 Carroll St. 18" Pipe Sewer J 20437 L,F. 9#02 229162,14
(Class III) 2,442 L.F. 9,02 2,026.84
465 004 Carroll St, 21" Pipe Sewer { 685 L.F. 16,23 79007055
(Class iii) 703 L.P, 10.23 71191.69
465 007 Carroll St. 30" Pips Sewer 752 L.F, 14.52 109919:04
(Class 111) 753 L.F. 14.52 0,933,56
463 013 Carroll St. 48" Pipe Sever 295 L,F, 28.93 8,530,5
(Class 111) 2,431 L.F. 28,93 4,774,27
465 014 Carroll St, 54" Pipe Sewer ! 320 L.Po 35.20 110264,00
(Class 111) 291 LoF, 35,20 0,243.20
470 004 Carroll St,' Manhole (Type I--~0) 3 Each 525.0 19575000
0 SAWA
470 010 Carroll St. Curb Inlets (10 Foo 24 Each 500.00 12,000,00
26 >ruh 500,00 130000,0
~ i
v r Y"~F ti' M1 ~1 1 i[ f 14. xi r rT u, 1 + ;5
: ORR~S'Y`I~NG',5 Cb7TaIV IHO~.
attstdang 164wtt
600 MCOMANTILC C0MTINCN#t4 eu1,DIN
UPPLEMENTAL AGREEMENT 111
ALTERED QUANTITY AND/OR ADJUSTED UNIT PRICES
Date July 20t 1970 Owner City nE hAr►tnn Agreemont No. 1
Shat No._2..of _2-Shes's project Carroll Street Contract No.
(ContratieO
J. L, Bertram Construction 300 Blue Smoke Court, West
and Engineering, inc. Fort Worth, Texas 76105
I
1 7 ! / S i 7 6 9
110
No. 0. 01 CAJ Location Description of Item Quantity Unit ' Plite~ Additions (Non10o-pfteder.s
471 011 Carroll Ste Frame and Cover 65 Each 27.50 1,787.50
(inlet) 67 Each 27.50 1,842150
476 002 Carroll Ste Jack or Bore 4811 0 Lope
RCP (Class IV) f 151 LoF, 139.04 18,353.2
Tuiots 69,431.92 161,464.;
41 1,014.534.05 Kol Tolots 79967,40+
Original Contract Amount
Net effect of Previoue agreements 11
Revited contract Amount w above agreements 1 ,1,014,534,05
Net effect of this agreement # .7467.40
Rtvtsed Contract Amount by this agreement 1,022,501.45
I (we) hereby agree to perform the work Indkoled
above under eotumn(Gland/or loth$ nonpsrform-
Recommended Ap rouse I IF REST AND COTTON, Inc, once of The work Indicated above under coiumnIM
In contiderol[on for payment and Cen►peAl 0A el
E indieoled ebft and as IoNvlded for In ction
2.12 and 3.0 of IN 6e ero Onditlone YIho
Specification.
No r@ ate 1. fe RRTRAM
COINMUCTION A E00ernloln v,,,
Ce~lroclor
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48 0 a 10 7- 3 r,
Approved' wner cell
UKI(taSCAYESFiUfIIiYAN00',lARA!l1Y(AMPA?IY,
Surely
gy
ACK , BARTON Dole
By 4 QrY ATT'ORNEY, Ln/ -
Data i 8y Ito e ~ Oel•
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AF'_P_R~Vpn
CITY OF DENTON, TEXAS
Paving and Drainage Improvements qAC'{ 4• Ott
[~~{`I AI~JPiE1i
on Carroll Street, Parkway, Henry Street
FIELD CHANGE NO. 3
Noveinbp.r 6, 1970
1. INTENT OF FIELD CHANGE
The intent of this Field Change is to revise the profile on Carroll Street at thr, intersection
with Pearl Street and to revise the stonn sewer system on Carroll Street at Hickory Street and
at Pearl Strcet.
2. UNIT' PRICES NOT PREVIOUSLY ESTABLISHED
The Installation of 12 inch storm sewer pine Is specified in this Field Change. The price
per Unear foot for 12 Inch storm sewer pipe is hereby established as $8.80.
3. EFFECT OF FIELD CHANGE,
The net effect of this Field Change is the addition of 55,138.21 as follows.
CARROLL STREET AT HICKORY STKEF.T
Item Unit Change
No. Description Unit Price Quantity Decreaso Increase
465-001 12" R.C.P. L.F. $ 8.80 51 $ $ 448.80
465-003 18" R.C.P. L.P. 9.02 13 117.26
465-006 27" R.C.P. L.F. 13.31 6 79.86
465-009 36" R.C.P. L.F. 17.49 21 367.29
470001 4 Ft. Manhole Fla. 330.00 4 1,320.00
4700 4 I't. Inlet Pa. 330.00 3 990.00
470-008 6 Ft. Inlet Ea. 385.00 5 _11)25.00
Sub Totals $1,187.12 $4,061.09
Net Effect (At Hkkory Street) $2,873.97
a +
F . t a n.T I " l
777
CARROLL STREET AT PEARL STREET
Item Unit Change
No, Description Unit Price Quantity Decrease Increase
104-022 Remove C&G L.F. $ 0.20 148 $ $ 29.60
248-019 Flex. Base C.Y. 8.00 33 264.00
260-001 Lime Ton 27.50 0.68 18.70
260-012 Lime Subgrade S.Y. 0,28 68 19.04
340-044 2 Inch Asph. Pvt. S.Y. 1.75 234 409.50
360-003 8 Inch Con:. Pvt. S.Y. 4.79 58 277.82
360-032 Conc. Curb L.F. 0.70 42 29.40
465-003 18" R.C.P. L.F. 9.02 64 577,28
'470-0 10 10 Ft. Inlet Ea. 500.00 1 S00.00
$22-001 Cone. C&G L.F. 3.00 180 540.00
524-001 Conc. Swlk. S.Y. 4.81 42 202.02 -
524-003 Conc. Driveway S.Y. 6.20 14 86.80
Sub Totals $344.96 $2,609,20
Net Effect (At Pearl S(rect) $29264.24
Net Effect (Field Clunge No, 3) $5,138,21
4. CONTRACT TIME
The contract time for this project is not altered by this Field Change.
S. DRAWINGS
Plan sheets numbered 9, 11, 37, and 57 are revised by this Field Change.
6. AGREEMENT
By the signatures below of authorized agents, the parties to the contract arse to and append
this Field Change No. 3 to the onglna, contract date June
Pori st and C tton, In Datc
J. L. Bertram Construction and
En neerin Ir•oor orated - City of Denton, Texas
Contractor owner
By: ray:
Z' zjkr~t
1Qd t
Date: Date:
' APP Y VEU
fiEg7~ - e'i 1AGF Q. 9VION
re. Cr CIIT h1f0AiIEY
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W x` rte } 1 lYb 0 R ~Y.?! . 11 D "=i't'~iA 5 7 . r r f $ n, 77
777, yY; 4y4+fi ?1L~.r.: t F o-
4
FORRE 5F AND CCFMN, INC./CONSULTING ENGINEERS
600 A4IRC4,Il1l7 CONTINENTAL 9U1LEANG / DALLAS, TEXAS 75191 7 1711! 718.7121 • 7607 MANOR ROAD I AUSTIN, ILW 79721 (5171 9267706
t;hNrln.r C4114 dari
CIGRU U /AUfA 11
1
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6. CH.41tO OOCRY
Mr. Stan Ifauptmann t~I
Director of Community Development
City of Denton
Itilunicipal r3uilding
Denton, Texas 76201
Dear Mr. Ifauptmann:
Subject, City of Denton
Paving and Drainage Improvements
Carroll Street, Pazkway, and hl,nry Street
Transmitted herewith are three (3) copies each of Change Order No. 2 for the subject
project. The change order describes the work to be performed for the signalization of
the CTesCont•Carroll Street intersection and is in the amount of 516,310.25, Please have
the change order executed on belialf cf this city and returii two signed copies to this
office for fuElher distribution.
Please feet free to call us If you have any questions or desire ony additional information.
Very truly yours,
C
J Reynolds, Jr., P.E.
Enclosures
cc: J. L. Bertram Construction
and F:ngJnecrln5, [tic.
19!02
.
f
!r ..i .k !i.!
! f.o' '-r7777'7
Juno 18, 1971
R
w. J. A. Reynolds, Jr., P.L.
lorrost and CAtton, Inc.
600 tSoreantilo Continental Building .
Dallas, Texas 75201
SUll,1EM City of Denton
Paving and Drainage Irprovemonts
Carroll Stroot, ParkwAy, and Henry Street
War Mr. Roynolds :
Transmitted horewith arc two oxecuted copies of Change Order
No. 2 for tho subject project.
Please fool free to call if additional information is required.
Sincerely,
DEPAMI W OF MINI1Y 1)MI'EI.CP' 7
S Ilauptmann, PX. +
Director
SHAlr
Mclosures .
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, e F~ • nF,''I r'y i,%+e - ~ Kx h r~• n tit . ~dt. r
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C'.TY OF IjENTON, TEXAS
PAVING AND DRAINAGE IMPROVEMENTS ON
CARROLL STREET, PARKWAY AND IlLNRY STREET
CHANGE ORDER -NO. 2
June 14. 1971
1. INTENT OF CHANGE ORDER
The intent of this Change Order is to increase the scope of the work now In progress
to include the signalization of the intersection of Carroll Street with Crescent Street.
2. EFFECT OF CHANGE ORDER
The net effect of this Change Order is the addition of 516,310.25 to the current
contract amount. This sum is the lump sum price for the Increased work.
3. DRAWINGS
Plan Sheet No. 68 as originally issued is deleted and replaced 'cry Revised Plan Sheet
Ne. 68.
4. CONTRACT TIME
Time will be suspended upon completion of the original proposed work and previously
Issued changes. Upon receiving from the manufacturer the materials required for the
shgnalization at Crescent Street, the Contractor shall diligently complete the installation.'
5. PAWIENT FOR COMPLETED WORT:
It is agreed that a find inspection will bo made,on all work under construction or
contemplated prior to the issuance of this Change Order, The retainage of 10 percent
will be reduced to $5,000.00 upon the acceptance of such work.
V SPECIFICATION'S
1. On Page 131.9, Section D: ,
a) After the rust sentence of the first paragraph Insert the following:
"A three (3) phase fully actuated controller shall be.uutalled on the
northwest comer of the intersection of Crescent and Carroll Streets as Indicated on the
plans."
b) Tho second sentence of the first paragraph Is deleted and replaced by the
followings
"The controller cabinets shall be pole mounted."
sne) The third sentence is deleted and replaced by the following:
"The controller at Congress shalt receive signals from loop detector s cabinet
a se at the into sectionl~of Parkwaynand Carrdctcctor oll Street as1indicated o Ithe pins." cabinet
d) The fourth sentence of the first paragraph is amended to include the words, '
"at Congress" after the word "controller" in the first line.
e) The first paragraph is amended as follows:
"The controller at Crascent Street shall receive signals from loop detector
amplifiers within the cabinet and shall be electronically and operationally Identical to the
controller at Congress Street."
2. The phase diagram shall be as Indicated on Revised Sheet No. 68.
7. AUTHORIZATION
This Change Order is recornntcnded. by the Engineer and approved by the Owner
and Contractor as evidenced by the signatures below.
K . '
col mended: horr st and Co on, Inc. Date
Hale
I,proved: . L. hertram
Construction and Engineering, Inc.
GtiGwy G 1817/
Date
Approved: City of Dcnt6n
r
x ]i
CITY OF DENTON. TEXAS
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR THE CONSTRUCTION OF
r
r PAVING AND DRAINAGE IMPROVEMENTS
ON
CARROLL STREET
PARKWAY
r HENRY STREET
r
r .
PREPARED BY
FORREST AND COTTON, INC. CONSULTING ENOINEERS
DALLAS, TEXAS MARCH 1970
I
.i', <cri°. j r T'S Y' "r r' •d f1 t • tti
o~j
,
TABLE OF CONTENTS
ADDENDA
NOTICE TO BIDDERS
PROPOSAL AND BID SCHEDULE
STANDARD FORM OF AGREEMENT
PERFORMANCE BOND
PAYMENT BOND
GENERAL CONDITIONS OF AGREEMENT
SPECIAL CONDITIONS
TECHNICAL SPECIFICATIONS
t
III
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I
CITY OF DENTON, TEXAS
MAY 5, 1970
PAVING AND DRAINAGE IMPROVEMENTS
CARROLL STREET-PARKWAY-HENRY STREET
ADDENDUM NO. 3
Plans, specifications and forms of proposal and bid schedule for
Paving and Drainage Improvements on Carroll Street, Parkway and Henry Street
for the City of Denton, Texas are hereby modified and clarified as follows:
1. PLANS
a. Delete Item 262-005 on Plan Sheet No. 2.
b. Plan sheets No. 21, 22, 31, 62, 71 and 73 are voided and
replaced by the same numbered sheets as modified by Revision No. 1.
2. TECHNICAL SPECIFICATIONS
a. Reference is made to sub-section E1.14 N of Section E1•SIGNATiZATION
of the Specifications, Page E1-36. The third sentence is deleted in its entirety
and replaced by the following "Third coat - yellow enamel; shall be traffic
signal standard yellow exterior baking enamel".
b. Reference is made to sub-section E1.16b of Section E1-SIGNALIZATION
of the Specifications, Page E1-39. The last paragraph on the page shall be
deleted in Its entirety and replaced by the following: "The finish of standard
shaft, mast arm and transformer base shall consist of sand blasting to 'White Metal'
removing all mill scale, then coating each with a rust resistant epoxy primer.
Each item shall receive one finish coat of two mills thickness, first quality
Pittsburgh #6-230 Aluminum paint at the factory. The Contractor shall furnish any
and all touch up painting required in the field to cover scratches or breaks in the
painted surface with the same type paint as the finish coat provided at the factory.
All anchor bolts, nipples or miscellaneous hardware shall be hot-dip galvanized.
c. Delete Item 262 on Sheet No. TS-l*
d. Item 248 is supplemented by the 'following: "The material shall be
crushed stone and shall meet the requirements specified for Type A. Grade 1
material.
3. PROPOSAL AND BID. SCHEDULE
Delete Item 262-005 on Sheets No. PUS-5 and P&BS-19 of Addendum
No. 1, dated April 24, 1970.
4. ACKNOWLEDGEMENT
Bidders are instructed to acknowledge receipt of this Addendum by writing
the date and signing or initialing in the spaces provided for Addendum No. 3 on
Sheet No. PdBS-33 of Addendum No.l.
Addendum No. 3
Sheet 1 of 1 sheet
-'77 77
CITY OF DENTON, TEXAS
April 29, 1910
PAVING AND DRAINAGE IMPROVEMENTS
CAkROLL STREET-PARKWAY-HENRY STREET
ADDENDUM NO. 2
Specifications and forms of proposal for Paving and Drainage
Improvements on Carroll Street, Parkway and Henry Street for the City of
Denton, Texas are hereby modified and clarified as follows:
1. PROPOSAL AND BID SCHEDULE
In the Proposal and Bid Schedule, sheets P&BS-31 and P&BS-32 are
deleted and replaced by the attached sheets, P&BS-31 and P&BS-32, which are
designated Addendum No. 2 and dated April 29, 1970.
2. TECHNICAL SPECIFICATIONS
a, Reference is made to sub-section E1,13 D(15) of Section
E1-S'IGNALIZATION of the Specifications, Page E1-13, The second sentence to
deleted 3its entirety and replaced by the following; "The controller shall
be manufactured by either Automatic Signal, a division of Laboratoryfor
Electronics, inc. (model number T-8285R)= Crouse Hinds (Series 8FT2); or
Econolite (Series D-4000)".
b. Reference is made to sub-section E1.13 E(4) of Section
E1-SIGNALIZAT10N of the Specifications, Page E1-16. The second senten;e is
deleted in its entirety and replaced by tho following: "The contt;►llt^r shall
be manufactured by either Automatic Signal, a division of Laboratory for
Electronics, Inc. ("Traff-O-Matic" modular solid state multi-phete traffic
signal controller, Series PC with SCR-4 assemblies); Crouse-Hinds (modular
solid state, Series SLT2 combination assembly); Econolite (modular solid
state Series D-4000); or Gammatronix (modular solid state type TC-820
modified to accommodate required operations)".
Addendum No, 2
Sheet 1 of 2 sheets
MES~`
F : n
r
c. Reference is made to sub-section E1.13 F (2) (g) of section
El-SIGNALIZATION of the Specifications, Page E1-29. The second sentence of
the fourth paragraph shall be deleted in its entirety and replaced by the
following: "The controller shall be manufactured by either Automatic Signal,
a division of Laboratory for Electronics, Inc. ("Traff-O-Matic" modular solid
state eight-phase traffic signal controller series PC with SCR-4 Assemblies);
Gammatronix (modular solid state eight-phase traffic signal conttoller, model
Number TC-820 for quad-left-turn applications); or Econolite (modular solid
state eight-phase traffic signal controller, Series D-8000)".
d. Reference is made to sub-section E1.13 F(3) of Section
E1-SIGNALIZATION of the Specifications, Page E1-30. The ninth paragraph
shall be deleted in its entirety and replaced by the following: "The detectors
shall be either Decatur Electronics, Inc. (Decatur Loop Detector Model #LEMK);
Automatic Signal, a division of Laboratory for Electronics, Inc. (Model #LD-2);
or Econolite (Model #ED-2)".
e. Reference is made to sub-section E1.13 H - Pedestrian Push
Buttons of Section E1-SIGNALIZATION of the Specifications, Page EI-32. The
paragraph shall be deleted in its entirety and replaced by the followings
Two pedestrian push buttons shall be provided at each corner of the
interoection of University Drive and Carroll Street. Thij push buttons shall
he mounted on the pedestrian signal pcles and.shall be elthir Crouse-Hinds
#PPB-7; Automatic Signal 938004; or Econolite f G1, and each shall be
furnished with instructional sign".
f. Reference is made to sub-section E1.14 g - Recommended
Manufacturers of Section El-SIGNALIZATION of the Specifications, Page El-36.
The paragraph shall be deleted in its entirety and replaced by tho following:
"The traffic signals shall be either Crouse-Hinds "Traflo"; Automatic Signal
combination traffic signals; or Econolite traffic signals".
g. Reference is made to sub-section E1.15 C - Recommedded
Manufacturers of Section El-StafALIZATIOK of the Specificationa, Page E1-38.
The paragraph' shall be deleted in its entirety and replaced by the following,
"The units shall be either Automatic Signal #53005 (8" Size); Crouse-Hinds
"Tratlo" (9" Size); or Econolite #54365G1 (12" Size)".
3. ACKNOWLEDGEMENT
Bidders are instru.:ted to acknowledge receipt by writing April
29, 1910, and by writing signature or initials in the appropriate spaces
provided by Addendum No. 2, on Page PUBS-33 (Addendum No. 1, April 241 1910)0
' in the Proposal and Sid Schedule, The Proposal is to be submitted on the
forms attached to Addendum No. 1 and are made a part of Addendum No. 2. The
Proposal and Bid Schedule need not be bound with the Specifications and
Contract Documents, but may be submitted separately as a proposal.
r Addendum No. 2
Sheet 2 of 2 sheets
r
CITY OF DENTON, TEXAS
April 24, 1970
PAVING AND DRAINAGE IMPROVEMENTS
CARROLL STREET-PARKWAY-HENRY STREET
ADDENDUM NO. 1
Specifications, drawings and forms of proposal for Paving and
Drainage Improvements on Carroll Street, Parkway and Henry Street, for
the City of Denton, Texas are hereby modified and clarified as follows:
1. PLANS
a. Plan Sheet No. 2: The 30-inch Pipe Sewer quantity for
Henry Street is revised from 0 to 56 feet for both alternates and the
totals from 696 feet to 752 feet.
b. Plan Sheet No. 3t The 30-inch Pipe Sewer quantity in
the summary of storm sewers is revised to indicate 56 feet ca Henry
Street from Station 6+60 to 12+00 and a sub-total of 56 feet.- The
total is revised from 696 feet to 752 feet. The Item "Remove Old
Structure (Pipe)"is deleted from the quantity summary. The 8-inch
concrete pavement quaati!y for the concrete alternate on Carroll Street
is revised from 60,959 SY to 60,276 ;Y and the total from 80,016 SY
to 79,316 SY.
c. Plan Sheet No 61 The dovel bars in the expansion joint
are revised from 3 4-inch to 1-inch round bars.
' d. Plan Sheet No. 7 is voided and replaced with Sheet No. 7,
Revision No. 1.
e. Plan Sheet No. 54: The dowels in the expansion joints
for the concrete channel lining are to be spaced at 24 itches.
f. Plan Sheet No. 55: The Type II Grate Inlet detail with
reference to Parkway Station 4+25 is revised to reference Parkway
Station 4+92.
1
r
Addendum No. 1
Sheet l of 4 sheets
2. PROPOSAL AND BID SCHEDULE
The Proposal and Bid Schedule, Sheets P&BS-1 through PHS-33,
is deleted in its entirety and replaced by the attachod sheets, P6BS-1
through P&BS-33, which are designated Addendum No. 1 and dated April
24, 1970.
3. TECHNICAL SPECIFICATIONS
a. Item 132 is supplemented by the following: The "Density
Control" method of compaction is specified for this project. The
required density is 95%.
b. Item 248 is supplemented by the following: The "Density
Control" method of compaction is specified for this project. The
required density is 98%.
1 c. Item 260 is supplemented by the followings The "Density
Control" method of compaction is specified for this project. The
required density is 982.
' d. Item 340 is supplemented by the followings The
Contractor shall provide a minimum of one test boring per 700 square
yards for measurement of the thickness actually placed. Additional
borings shall be made, as directed by the Engineer, to detdimine the
extent of any placement less than that specified in the plans.
In the event that the actual measured depth is less than
2 inches (2-pinch asphalt pavement) but more than 1-1/2 inches, the
Contractor may elect to leave the substandard pavement in place and
receive a 302 reduction in payment for that portion of the pavement.
Pavement of 1-1/2 inches or less shall be removed and replaced.
In the event that the actual measured depth is leas than
4 inches, (4-inch asphalt pavement) but more than 3-1/2 inches, the
Contractor may elect to leave the substandard pavement in place and
receive a 20% reduction in payment for that portion of the pavement.
Pavement of 3-1/2 inches or less shall be removed and replaced.
Two-inch asphalt pavement shall be Type D. Four-inch
asphalt pavement shall be placed in two courses. The first course
shall be 2-1/2 inches in depth and shall be Type A. The second course
shall be 1-1/2 inches in depth and shall be Type D. Tack coat shall
be applied to the first course at a rate determined by the Engineer. No
direct payment will be made for tack coat as it will be considered
subsidiary to this Item.
Addendum No. 1
Sheet 2 of 4 sheets
e. Item 360 is amended by the following:
The first sentence under Item 360 on Sheet No. TS-2 is voided and
the following is added: "Ready-Mix Plants in accordance with Item 502 will
be permitted".
If the Contractor elects to place the curbs separately, he mty
t' do so provided his method of placement is approved by the Engineer pri.or
to commencing the paving operation.
f. Item 461 is supplemented by the following: The construc-
tion of the connection of the proposed 73" x 55" metal pipe arch and
the existing headwall, rs shown on Sheet No. 40 of the plans, shall
be done in a manner sL:h that the portion of the headwall to remain
will be protected from damage. Line drilling will be required for
the removal of the portion to receive the pipe arch and shall be arranged
so that not more than a four-inch space betwee. pipe and wall is left.
The pipe shall be grouted in with a non-shrinking grout.
The construction of the 73" x 55" metal pipe arch is
through an existing parking lot which is provided for a shopping center.
The Owner will provide an easement for this construction, but it shall
be the responsibility of the Contractor to perform the work in such a
manner that the tennants and customers of the shopping center are
inconvenienced as little as possible. No more than fifty feet of j
trench shall be open during business hours. The repair of the parking
' lot shall be made such that the base and surfacing is equal to or bett.3r
than the pavement removed. Base material shall be salvaged and replaced
at the Contracior'u entire expense. Additional base, b,1 ordered by the.
Engineer, will be paid for at the contract unit price for flexible base.
Prime and a minimum of 2 inches of asphalt pavement will be required
for surfacing and payment will be made in accordance with item 340. l
Other improvements as may be damaged or removed during construction shall
be repaired or replaced to the entire satisfaction of the Engineer.
g. Item 496, is amended by the following; No direct payment
will be made for the removal of existing pipe as this work will be
considered subsidiary to the item of Preparing Right-of-Way.
h. Reference is made to sub-section E1.17 - SPARE PARTS of
Section El - SIGNALIZATION of the Specifications, Page E1-40. The first
paragraph is deleted in its entirety and replaced by the following:
i
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Addendum No. 1
Sheet 3 of 4 sheets
'ken
n 'r I'.
,fir r i r i,. ,•+,tiy> 77-
"The Contractor shall include in his lump sum bid a suit
of money to provide the owner with one complete unit of each type of
(1) solid state controller module, (2) complete loop detector
amplifier and power supply, (3) controller power supply, (4) solid
state flasher, (S) solid state signal load relay, as spares.
4. ACKNOWLEDGEMENT
Bidders are instructed to acknowledge receipt , by signature
or initials, of Addendum No. 1, dated April 24, 1970, in the space
provided in the Proposal and Bid Schedule attached. The Proposal
is to be submitted on the forms attached to this Addendum and are
made a part of Addendum No. 1. The attached Proposal and Bid Schedule
need not be bound with the Specifications and Contract Documents,
but may be submitted separately as a proposal.
1
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Addendum No. 1
Sheet 4 of 4 sheets
N, r
err,
NOTICE TO BIDDERS
Sealed bids addressed to the Honorable Mayor and City
Council of the City of Denton, Denton County, Texas, will be re-
ceived at the office of the City Purchasing Agent, City Hall, until
2:00 P.M. on U S and then publicly opened and read for fur-
nishing all labor, materials and equipment and performing all work
for the construction of paving and drainage improvements on Carroll
Street, Parkway, and Henry Street.
Each bid must be accompanied by a cashier's check, certi-
fied check or acceptable bidder's bond payable without recourse to
the City of Denton, Texas in an amount not less than five percent of
the bid submitted as a guarantee that the bidder will enter into a
contract and execute a performance bond and a payment bond within ten
days after the notification of the award of the contract to his,
Each bidder may submit a bid for either asphalt pavement or
concrete pavement or both. The City reserves the right to accept a
bid for either the asphalt pavement alternate or the concrete pavement
alternate regardless of which is the lower total bid.
' The right is reserved, as the interest of the owner may re-
quire, to reject any and all bids, and to waive any informality in bids
received.
Plans and specifications may be secured from the office of
Forrest and Cottcq, Inc., Consulting Engineers, 600 Mercantile Continental
Building, Dallas,'Texas, on deposit of twenty-five ($25.00) dollars per
set, which sum so deposited will be refunded, provided the provisions of
the specifications regarding the return of such documents are complied
with.
CITY OF DENTONs TEXAS
By ls/ John Marshall
JOHN MARSHALL
Purchasing Agent
-ansrsesssss~
J. L. Bertram
Construction & Engineering, Inc.
Parlay and Concnl* WaF ,
300 Blu* Smote Court West a 63!•3131
FORT WORTH, TEXAS 76105
The following listed spare equipment r
specificatins requirement, City of Deenton,
% Texas
Bid Opening 5/8/70
1 1 PC 50 Module
1 PC 80 Module
1 MF 40/10 Power Supply
1 MF 80 Power Supply + l
1 SCR 4 Relay
1 TF 2 2 Circuit Solid State Flasher
1 LD 2 Loop Detector
The following listed test equipment pe'r'
speoifice,tions requirement, City of Fenton,
, .
Texas
Bid Opening 5/8/10
1 VOM Simpson Meter
1 Electronic Soldering Iron
4L . Bertramo President +
JLB,ie •
1
,
I a
~nV s.
r
PROPOSAo
to
THE CITY OF DENTON, TEXAS (OWNER)
For the Construction of
PAVING AND DRAINAGE ".'`ROVEMENTS
on
CARROLL STREET, PARKWAY,
air) 11E1,qRY STREET
' in
DENTON, DENTON COUNTY, TEXAS
The undersigned, as bidder, declares that the only person
or parties interested in this proposal as principals are those named
herela, that this proposal is made without collusion with any other
person, firm or corporation; that he has carefully examined the form
of contract, Notice to Bidders, specifications and the plans there-
in referred to, and Eas carefully examined the locations, conditions,
and classes of materials of the proposed work; and agrees that he Will
provide all the necessary labor, machinery, tools, apparatus, and other
items incidental to construction, and will do all the work and furnish
all the materiale called for in the contract and specifications in the
manner prescribed`cherein and according to the requirements of the
Engineer as theret6 set forth.
It is understood that the following quantities of work to be
1 done at unit prices are approximate only, and are intended principally
to serve as a guide in evaluating bids.
It i, rgreed that the quantities of work to be done at unit
prices and material to be furnished may be increased or diminished as
may be considered necessary, in the opinion of the Engineer, to complete
the wort, fully as planned and contemplated, and that all quantities of
1 work whether increased or decreased are to be performed at the unit prices
set forth beloo+ except as provided for in the specifications.
It is further agreed that lump sum prices may be increased to
cover additional work ordered by the Engineer, but not shown on the plans
to provisiondeles
or required by the specifications, iChaccordance dwith the
the Ceneral Conditions. Similarly, Y or cover
of work so ordered.
Addendum No. i
P68S-l April 240 1970
r _
It is understood and agreed that the work is to be completed
in full within 225 w,,rking days.
N
Accompanying this proposal is a certified or cashier's check
or Bid Bond, payable to the Owner, in the amount of five percent of the
' total bid.
It is understood that the bid security accompanying this
proposal shall be returned to the bidder, unless in case of the acceptance
of the proposal, the bidder shall fail to execute a contract and file a
performance bond and a payment bond within ten days after its acceptance,
in which case the bid security shall become the property of the Owner,
' and shall be considered as payment for damages due to delay and other
inconveniences suffered by the Owner on account of such failure of the
bidder. It is understood that the Owner reserves the right to reject
any and all bids.
The undersigned hereby proposes and agrees to perform all wor"
of whatever nature required, in strict accordance with the plans and
specifications, for the following sum or prices, to wit:
r
1
1
r
' Addendum No, 1
April 24, 1970
1
r
r
r
PBS-2
PAVING AND DRAINAGE IMPROVEMENTS ON
CARROLL STREET
PARKWAY
HENRY STREET
CONCRETE PAVEMENT ALTERNATE
-
Item Approx. Description v/Unit Prices Unit
No. Quan. Written in Words Price Amount
-
100-002 102.03 Stations of Preparing Right-of-
Way for
' Three Hundred Fifty Dollars and
No Cents 350.00 35,710050
Per Station.
104-010 1,542 Square Yards Removing Concrete
Pavement for
No Dollars and
Imnq Fire Cents 0.75 1,156050
Per Square Yard.
104-022 13,017 Linear'Ftet of Removing Concrete
1 Curb and Gutter for
No Dollars and
Twenty Cents 0,20 2,60300
Per Linear Foot.
104-026 40749 Square Yards of Removing Concrete
Channel Lining for
r Ko Dollars and
3ewnty Fiw Cents 0075 3,561075
Per Square Yard.
P&BS-17 Addendum No. 1
April 24, 1970
l _
r r r w r r
Item Approx. Description u/Unit Prices Unit
No. Quan. Written in Words Price Amount
' 104-027 616 Linear Feet of Removing Concrete
Curb for
r No Dollars and
Teo Cents 0.10 61460
Per Linear Foot.
110-002 25x940 Cubic Yards of Unclassified
Excavation (Dens Cont) for
One Dollars and Jet $r
Twenty Cents 1.20 319128.00
1 Per Cubic Yard.
204-003 50 MG of Sprinkling (Dust Control)
for
Two_ Dollars and
fifty Cents 2430 125.00
Per MG.
248-019 242 Cubic Yards of Flexible Base (Dens Cont)
for
' Might Dollars and
Nb --Cents 8100 10936.00
' Per Cubic Yard.
260-001 880 Tons of Type A Lime (Subgrade)
for
!Meaty Is Dollars and
' Yiity Cents 27,50 240200,00
Per Ton.
1
POS-18 Addend~rn No. l
April 2AO 1970
_ x In 21 s,.m • ; ' tR~'+i ,S`
.f r
Item Approx. Descriptfon w/Unit Prices Unit
No. Quan, Written in Words Price Amount
260-012 879944 Square Yards of 6-Inch Lime
Treated Subgrade (Dens Cont) for
Dollars and
Cents 0,28 24*624,32
Per Square Yar .
262-005 15 Tons of Type A Lime (Base) for
' Dollars and
Cents
DELITID Per Ton.
1
310-012 257 Gallons of Asphalt Material
(MC-1) for
V. Dollars and
-1-sT viva Cents 0035 89.95
Per Gallon.
340-044 11025 Square Yards 2-Inch Asphalt Pavement
for
a Dollars and
Havant" Vii" onta 105 1 793.75
Per Square Yard. a
1
r P6ES-19 Addendum No, ,1
April 24, 1970
e
P ,f-. - 1 P
r
'
Item Approx. Aeocripcion W/Unit Prices unit
Price Amount
No. Quan, Written in Words
e 340-045 19155 Linear Feet of Asphalt Curb
for
Tro Dollars and
No - Cents 2.00 2,310.00
Per Linear Foot. ^
360-003 79,316 Square Yards of 8-Inch Concrete
Pavement for
Your Dollars and
8eventr Hine Cents 4079 379,923.64
Per S.,•jare Yard.
360432 35,324 Linear Feet of Concrete Curb
r for
No Dollars and
Seventy Cents 0.70 240726.80
Per Linear Foot-
421-001 505 Cubic Yards of Class A Concrete
(Culvert) for
' 8i`htr Bewa Dollars and
M r Cents 87.50 440287:30
' Per Cubic Yard.
1 421-OUS 58 Cubic Yards of Class A Concrete
(Ret. Wall) for
Ninety eisht Dollars and
No Cents 98000 50684.00
Ter Cubic Yaxd.
r
r
P865-20 Addendum No. 1
April 24, 1970
r
r
Item Approx. Description_ w/Unit Prices _ UnSt
Written in Words Price -------Amount
No. Quan.
1
421-058 599 Cubic Yards of Class A Concrete
(Chan. Lining) for
Forty light Dollars and
Tvanty Five Cents 48,25 26,901.75
Per Cubic Yard
' 421-060 7.5 Cubic Yards of Class A Concrete
(Jct. Str.) for
One Hundred
Six h Fins Dollars and
No Cents 165,00 10237,50
Per Cubic Yard.
430-001 191 Cubic Yards of Class A Concrete
(Culvert Ext.) for
_ Ninety .ja t Dollars and
No Cents 98,00 18,718,00
per Cubic Yard.
1
432-001 6 Cubic Yards of Class B Concrete
Riprap for
8i:ty Fiva Dollars and
No Cents 65.00 390,00
Per Cubic Yard.
' 440-001 1000349 Pounds of Reinforcing Steel for
Np Dollars and
8ixtses Cents 0016 16,03:'-34
Per Pound.
1
1
PSBS-21 Addendum No, I
April 241 1970
yxt.
t
Item Approx. Descripti,)n w/Unit Prices Unit
No. Quan. Written in Words Price Amount
450-001 426 Linear Feet of Rail for
lourteen Dollars and
No Cents 14.00 5,964.00
Per Linear Foot.
452-001 111 Linear Feet of Removing Rail
for
One Dollars and
' BawAty Fiw Cents 103 194.45
Per Linear Foot.
460-075 320 Linear Feet of 50" x 31" CGM
(Bit Coat) (Fully Paved) Pipe
Arch for
Forty Throe _Dollars and
Sawaty 91&ht Cents 45.78 14,009.60
Per Linear Foot.
460-076 890 Linear Feet of 73' x 55" CGM
(Bit Coat) (Fully Paved) Pipe
t Arch for
Bewnty sewn Dollars and
' Forty Four Cents 77.44 68,941.60
Per Linear Foot.
' 465-003 2,457 Linear Feet of 18-Inch Pipe Sewer
(Class 111) for
Nine Dollars and
TO Cents 9002 22,18!.14
' Per Linear Foot.
PH S-22 Addendum Nos 1
April 24, 1970
t Item Approx. Description w/Unit Prices Unit
No, uan. Written in Words Price Amount
465-004 6B5 Linear Feet of 21-Inch Pipe Sewer
(Class III) for
Fen Dollars and
Wear Three Cents 10,13 70007,55
Per Linear Foot.
465-005 580 Linear Feet of 24-Inch Pipe Sewer
' (Class III) for
Eleven Dollars and
Forty Your Cents 11.44 69635,20
Per Linear root.
465-006 474 Linear Feet of 27-Inch Pipe Sewer
(Class 111) fbY
' Thirteen Dollars and
Thirty One Cents 13,51 6x375.49
Per Linear Foot.
' 465-007 752 Linear Feet of 30-Inch Pipe Sewer
(Class III) for
t Fourteen -Dollars and
Fifty Two Cents
Per Linear root. 14,52 10,919,04
, -
4654 140 Linear Feet of 36-7nch Pipe Sewer
(Class 111) for
seventeen Dollars and
Forte Nine _ Cents 17649 2448060
Per Linear foot.
MS-23 Addendum No. I
' April 24, 1970
11 77
r
Item Approx. Description w/Unit Prices Unit
No. Quan. Written in Words Price Amount
465-009 812 Linear Feet of 39-Inch Pipe Sewer
' (Class 111) for
Wenty Two Dollars and
' Blevea Cents 22.11 180174.42
Per Linear Foot.
465-010 106 Linear Feet of 42-Inch Pipe Sewer
(Class III) for
Twenty Ti" Dollars and
light „Cents 25.09 2j658.48
Per Linear Foot,
465-013 295 Linear Feet of 48-Inch Pipe Sewer
(Class III) for
T"Oty Bight Dollars and
H11k4ty Tb1t*e Cents 28893 81534.35
Per Linear boot.
465-014 320 Linear Feet of 54-Inch Pipe Sewer
(Class III) for
Thirty hiw Dollars and
Tenty Cents 35620 11,264600
r Per Linear Foot.
r
' P&BS-24 Addendum No. 1
April 24, 1970
1
1
Item Approx. D^scriptlon w/Unit Prices Unit
-No~ Quan. Written in Words Price Amount
470-001 9 hanholes (Type 1-4 Foot) for
Dollars and
Each, No Cents 330,00 2,910.00
,
470-002 1 Manholes (Type I - 5 Foot) for
Throe Hundred
Siyhty Five _ Dollars and
Each. NO, Cents 38Sa00 185.00
470-003 1 Manholes (Type I 6 Foot) for
_Four Hw rad Yerty--Dollars and
Each. His Cents 44000 44000
.
470-004 3 Manholes (Type I - 1 Foot) for woo
.
I
ft" Hundred
TVlRLY-liw Dollars and
Each. No Cents $25.00 1~`57Sa00
.
I
410-Ci05 5 Manholes (Type II) for
hiya Hundred Dollars and
Each No _Cents 500100 20SOOaOO
'
470-006 26 Curb Inlets 0 moot) for
Three _Hundred Thirty Dollars and
Each. No Cents 130,00 61580600
.
P6o3-25 Addendum No. 1
April 24, 1970
x- x.l. za
Unit
Item Approx. Descriptiun w/Unit Prices Price Amount
' No------ Quan---written-In +Words
470-007 5 Curb Inlets ( 5 Foot) for
Three Hundred Tifty Dollars and
1 No Cents 350,00 1,750.00
Each.
470-008 4 Curb Inlets ( 6 Foot) for
Three hundred
iw Dollars and
Eight, T
' No Cents 365.00 1,540.00
Each.
a
470-009 6 Curb Inlets (8 Foot) for
Your Hundred Tort, Dollars and
No Cents 440,00 20640.00
1 Each.
470-010 24 Curb Inlets (10 Foot) for
' Tiva 1undrad Dollars and
v 1 o Cents 500.00 12,000.00
Each.
470-011 1 Type I Grate Inlets for
One Hundred
Sixty Five Dollars and
r No Cents 165.00 165.00
Each.
470-012 1 Type II Crate Inlets for
. (Me Hundred Dollars and
AtYt~..` "-.--1►ina
"o Cents 165.00 165840
Each. ~
-26 Addendum No. 1
PbBS
April 240 1970
Item Approx. Description w/Unit Prices Unit
t No. Quan. Written in Words Price Amount
' 470-013 5 Curb Drains (Triple) for
Two Hundred Zen Dollars and
No Cents 210.00 19050.00
Each.
471-011 65 Frames and Covers (Inlet.) for
' twenty Sewn DUllares and
rifty Cents 27.50 10787.50
Each.
1
471-012 20 Frames and Covers (Manhole) for
' 8ixty__ Dollars and
No Cents 60.00 11200,00
' Each.
' 471-013 1 Frames and Gr-ttes (Type I) for
SewAty Two Dollars and
go Cents 12.00 72600
Each.
' 471-014 1 Frame and Crate (Type II) for
Sew my Two Dollars and
NO Cents 72.00 72.00
r Each,
496-001 2 Large Structures (Removed) for
r One Thousand
Tvo Hundred J1fly _ Dollars and
so Cents 11250.00 2 p SOO 000 t.
Each.
r
r P&BS-27 Addendum No. 1
April 240 1970
NMI"
- - r r r -
item Approx. Description w/Unit Prices Untt
No. quan_- ---Written in Words
----Pr1re Amount
' 496-002 25 Small Structures (Removed) for
Seventy Dollare and
No Cents 70000 19750.00
Each.
522-001 1:7 Linear Feet of Concrete Curb and
Gutter for
Thra• Dollars and
' No cents 3000 411.00
Per Linear Foot.
524-001 366 Square Yards of 4-Inch Concrete
Sidewalk for
Your Dollars and
Eighty ono Cents 4481 1,760.46
' Per Square Yard.
524-002 16 Concrete Steps for
Thirty Oae Dollars and
Each Fifty _ Cents 31.50 504.00
Each.
r
' P&BS-2$ Addendum No. 1
April 24, 1970
r
r
Item Approx. Description w/Unit Prices Unit
No. --Quan_ --_---Written in Words --------[,rice---------Amount
524-003 1,500 Square Yards of Concrete Drive-
way for
r Six Dollars and
Twenty Cents 6,20 9000.00
Per Square Yard.
r-
560-001 967 Linear Feet of PaLited Steel
Ream Guard Fence (Class B) for
Your Dollars and
Thirty One Cents 4.31 4,167,77
Per Linear Foot.
568-001 95 Linear Feet of 4-Foot Chain Link
Fence for
r three Dollars and
No Cents 3,00 265,00
r Per Linear Foot.
r 590-001 1,305 Square Yards of 4-Inch Concrete
Median Pavement for
- Six Dollars and
No Cents 6.00 7,830,00
Per Square Yard.
r
700-001 228 Traffic Buttons for
sewn Dollars and
Eighty rive Cents 7165 10769180
r Each.
r
r P OS-29 Addendum No. 1
April 24, 1970
r
Item Approx. Description w/Uni: Prices Unit
No. uan. Written in Words Price Amount
701-001 189 Cubic Yards of Filter Material
for
Ten `-Dollars and
No Cents 10,00 10890.00
Per Cubic Yard.
' E1 1 Electrical Conduit and Signal-
ization System for
One Hvadred
r Nine Thousand Dollars and
(Lump Sum) No Cents 1090000.00 1090000.00
TOTAL $ 100140534,05
1
r
i
r
1
P&BS-30 Addendum No. 1
' April 24, 1970
, 7,0
1
SIGNALIZATION EQUIPMENT
The undersigned hereby proposes to furnisli and install the
Manufacturer's equipment marked with an 'T' in the square adjacent
to the Manufacturer's name for each of the major categories listed,
' I. Controllers and Cabinets (Complete)
A. Three Phase - Traffic - Full - Actuated
' Automatic Signal•a Division of Laboratory
For Electronics
' F] Crouse-Hinds
Econolite
B. Four Phase - Traffic - !ull Actuated
Iry z Automatic Signal, a )ivision of Laboratory
For Electronics
1 Crouse-Hinds
IJ
t Q Gammatronix Econolite
C. Eight Phase - Full-Actuated
Automatic Signal, a Division of Laboratory
For Electronics
El Gammatronix D Econolite
II Loop Detectors (Complete with Cabinets as Required )
Automatic Signal, a Division of Laboratory
For Electronics
Decatur Electronics, Inc. Q Econolite
III Pedestrian Push Buttons
t 1~JJ Automatic Signal, a Division of Laboratory
V_N For Electronics
' El Crouse-Hinds Econolite
IV Adjustable 8-Inch and 12-inch Traffic Signals
' r'\/l Automatic Signal, a Division of Laboratory
For Electronics
' Addendum No.2
Crouse-Hinds Econolite April 29 , 1970
Pals-31
V. Kdular Pedestrian Signals
' Automatic Signal, a Division of Laboratory
lL For Electronics
El Crouse-Minds ~ I
' Econolite
L~
VI. Traffic Signal Standards and Mast Arms
' t---t Pacific Union Metal Pole Company (PUMPCO)
Union Metal Manufacturing Company.
The undersigned attaches hereto a list of special tools, meters
or other devices required for permanent maintenance which in the event
if the award of the contract to the undersigned, the undersigned will
' furnish to the owner.
Also attached is a list of spare parts and spare solid stare modules
defined within the specifications which, it is agreed, will be furnished
to the owner in the event of the award of the contract to the and%rsigned.
Also attached is a list, as required by the specifications, of any
and all deviations of controller equipment from the stated characteristics
set forth in the specifications, if the controller equipment proposed does
not meet the specific requirements stated within the specifications. The
list is specific and includea catalog information from the manufacturers
which fully describes the equipment.
1
Addendum No. 2
April 299 1970
i P38S-32
r
r In the event of the award of a contract to the undersigned,
the undersigned will furnish a performance bond and n payment bond for
the full amount of the contract, to secure proper compliance with the
terms and provisions of the contract, to insure and guarantee the work
until final completion and acceptance, and to guarantee payment of all
' lr.wful claims !or labor performed and materials furnished in the fulfill-
ment of the contract.
It is understood that the work proposed to be done shall be
accepted, when fully completed and finished in accordance with the plans
and specifications, to the satisfaction of the Engineer.
r The undersigned certifies that the bid prices contained in
this proposal have been carefully checked and are submitted as correct
and final.
r Unit and lump-sum prices are shown in words and figures for
each item listed in this proposal, and in the event of a discrepancy, it is
understood that the words shall control,
Receipt is hereby acknowledged of the following addenda to the
contract documents, It is understood that failure to acknowledge any
addenda issued in accordance with the Special Conditions may, at the option
of the Owner, void this proposal. w~
Addendum No. 1 dated April 24' . 122j Received
' Addendum No, 2 dated i..,jj 29 197n Received
Addendum No. 3 dated7mi,, 5, 1910 Received
Addendum No. 4 dated Received
r Addendum No, 5 dated Received
' J, L. gsrtru Construction
&nA
ontra
1
B ant
r Tte
Seal and Authorization
' (if a Corporation)
300 bible
ia•<-s./~~ treat dreea
r Addendum No. 1 ty and State
April 240 1910 1
1
(Telep one um er
' Pas- 33
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(CERt1F1W COPY)
GENERAL POWER OF ATTORNEY
l1nnM all Aim by three Preunrst
TIM UNITED STATES F10FTITY AND GUARANTY COMPANY, a corporation organised and existing under the Tarrq id the
~t;itr of Aaryland, and baring Its principal r,~ce at the f7ty of Raltimere, In the State of Maryland, dries hereby constitute a9l apl,,i,it
Dan Biggins
1 of the City of Fort Worth , Sure of Texas
ifs true and 14%ful attorney in and for tike Slate of Texas '
for the lollutting purposes, to will
'!'n .lgn I4 name as surety to, and to execute, Dal and acknowledge arty and ■ll bonds, and to respectively do and pKrI y and
all acts and things act forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AI~O.t,iL NTY
COMPANY, a certified copy of which b hereto annexed and made n part of Iyie U6 rnera sat in d UMtFD TES
1'IDEI.ITY AND GUARANTY COMPANY, through rte, its Board of DGecton~bere ti 'ijod6 ~)~pu pd
Dan Biggins
i
may lawlgily do In the pretnlw by virtue uI these premole,
In Witness fi'Aeical, the said UNITeir` STATES FIDELITY AND GUARANTY COMPANY has armed this insuument to be
sealed with its corporate Beal, drrtlyl lefVAW III the signatures of Its Yioe-Preddeat and Aadatant Secretary, this 9th day of
t rl:ttrvial, ti' Ifluo a 2 ()l , A. D. 19 65
Iw ILoIuwi.ui. 11 tr:.r,vy' I pvv ytatntt,t Kr w1 yvucl suq rpv Kit If rjw p 1:9 2LYJI:%l jlR1'fi.i1. VW) t;,'CkYf(J~.E?.
it.,lr.r?„ r,'tu'1 rpe rpnp: tp4t..+t a, tticotl;,I in tp.c vrrmcv PI 1,911 vACPIfT. ~ ST,1m FIDELITY AND GUARANTY COMPANY..
lrtli" 1,71 el AI,!rf t,6[IaR a drotran PI t)a 1164 ji ~Itf, 40 Art ~iC,R;at' Dug rjr,Ly ty t4n, l~ j v JLAns -Ivq Cum:,I 1(10 t,l rq!r~
l"t"•n 449 Na a(k;ce ity', ..;,rc47ij,.a sy~ 'F,11t17`'1l ,if aY4'iis'. f¢3 /7..yY w. lft4 hi
Yat 1 9'> intiyFt watt?It rylr ey,1 1ort,s o1 {;twtu i r.ts Bl,ta {u Lntrn9crx of s toxEtrl{,+u pgatsµq ar a 101VINpp4ofodes,I IF,
i 4' 1, 1Mrct 01 auoutca p,lr pi,at Fccu ir:,.oyt6r to 1"il Eat,.c vog ciocr t I r7 1.
LO1rf µOLj1J s,I,CYtlB ` e~~atJtJ~rrgtre ecr{cN~#ra+4ta!t.~r..~. yrY.Tf't.4~.v.4
Ltn.i,~Yits.~.gwtiv. t~,r
. Axis ar SrcrNary.
STATE OF MARYLAND,
BALTIMORE CITY, a: {wiu [lt~f Ug
p., ,3lQp :r 9th day of July , A. D. 1985, before roe personally ua+e
' t:'llYifli~ii l.1wh7'll''A slay:"rtL>. iyw IPA; t<" e,VkgP#&Idnt'BOW N'fITEDSTATES YIDR[.'1'Y'AND CUARANTY'
cOMPANY and . A Cut
l' fl u ' au Yaslatsvt iNAasbtaot SKr W41 std f/bll"11 kkb bWN dlt
w,4V pFr l~,{~c t t1 kfng by me severally dull sworn, said dust they redd`ed in the City of Beldame, Maryland:
t ,dri c ~u•RS?' i ~i . ~St~ a . t •a. 1~ F
{h, .f 1 /~111yyy,,, ~ ~ I ~ '`rA i 'I~"Ya rc~t r ~ ait~ruMrs, lyelYt.
Tt~`, S tr ,x t: t
Pt jt~Y 4P A~ A s 0 ~hr < G t a} ~1°fXe§ ~pSCfls,4f_}1;6 ~AP Ay.'
~~ggp~1 - Fgy{ q°
-T Pr
I o- if-Y t :i a!y I~~R4sf,ACI 't .14
($F,AL ' r tip;,.,,. ri;~,.;i,. , .tRn,i.t-i oo;{(BCtS+I~I'} M,7,!l:~ti t., qt t3 nta .7~ <r t If ~vl
I i
7 r, to to uviu4 9aq its t.. ap,aou 74 7tP~U ti; toIvr; 4,k $ft.ut ..t vLctrta'(J L~~1Qb76.~j'~ri4L~1l1l~~t~~~~M1G trt-'~t •,,r• ,1....
5"1'AYIt i1` MUW AND Noury Pahtu
1 -q•. i ,t, ~f„1~it r tr. r. i i 1 t..,. { (
I , Sec 1 t , era
Jl aTl~iO s. r!t:.q n I r:, ,l r t't' 17 -I I'
Yy. P i'.lry .,I I"(- k.e 1 .i ~rui, I • .,I Rr- . I I Gt 1 rlr.Ute 71 rt. t' Y e 1c': 'i( f t,r I~li t ui1P , 1 ,t t
It:., '!'fltllft ll' ltii` sa'lt' 11'Y'. k J, ci, 1 ,,•1 !;a . 4'"Cierk•{{l~lb estl
e Sd , ..~trri bf'~ to ~ r t~ , :filch Conrt'ie A
~b6'ri"bt'tte E3"~tda'6 7'r"d~$''t3d 4A ;
t"cihsf ' ' A~nYib- nvil°1it'i'~0,4;i„ ' ~ ,.o~ tit"
hum Itld'Ah'A14~`ti" ad~`N`41"1Bu1Rtai' 117f'ShpYet~"Vu6it4~01,hpi`Aimilla'. 'i11e`Yi~ib"dj W deYd~II''Nofijry,IV* lle`t f 4
,Agtsi of Mary m44I1 .@94,fer y1w rUpI.o}'Aa1e(ap¢ %d*,es pmlukEted and swore and atithoriaed by law to administer Bello and aka
aoktlowdeopn/nhv'ei Pioof vsIjd 4v by WmApd tip 4.1 kp16er'orrll *1 I'vot u9alye¢'.t¢14144.bttrdtMd°L of %W ofd-
Notary, 144 s**,bdWa tlya dPntaa/ ty b0)►Qu>dM dpaleM•t 4i Pc An,rs, 4 l<9r IFt. t A; taut 1W q:rl ee - ,t, °+.1 rif •r rr.A r H.I l.... t
In railepwi IVIserev/0 I beteta set my band and Dix the seal of the Superior Court of Baltbttora city, the aauw bring a Court
of Record, this 9 t h day of Julyy , A. D. 19 65
1 4411 4t. NF`0CsiYt3l~tarmes F. Carn*t/
(SEAL) {Signed) ................Y,.,,..'...:::.................
Cle►k
I e 3 (V 67 y tAa Sspenw Coarl of adhirnorr laity.
' t
r
+ sf~-...;' f• F r V o-.? r.. en , k.4k"~ f~ r.- ~ ' ! i . ,irk !x~ t a-.~
~Sa Y of tya ,.ut>s~l ~ I lr s aI S 1f ~ aIC r etl
1.2Y:'1 r~1enpryi a. } .~.,s a s
COPY OF HFS01~Ui1lo C•` ~tssN
grtl v tt' lap?
t r I, .,Io,;,n. yie..., i t s 1 ~,1 r,! 1;1 •i r. rwirs a-tw0 -,4 Orr-yI!: n It lls...) 1n I.+p~,.
That WAgrewa,-it le noteenary,rur tha C&,Ctut traapetino of business that this (;Mpuy oppolat ageots and atturneys ♦ith power
apd authority to Ad fsar it sea is Its heats Is Stattri ether thap marylasd, and is the Torritnriea of tye UOW Sutasl and in the Provinces
of the pomiow st Casada and In the Cobay of Nawfov ldtand. , I !
rherrI04, be to Raiolvd. that tbls"Cotn~aoy do; and it "17 doei, authorise and etnpo"t its President or either of its Vice.
1'reii4enls In tbn{uncfton'w(th its Secretary or nnc'ol its Aslatant Seeretaties,litndci Os corporate seal, to appoint any plr"m or. p ts<me
as allorncy QV 'enorneysrln-fact;`dr akcht or agents of "Ed Company, In its haffte'and as its`ai•t, in thcltilc sad de$scr kny, a`nd all cou-
tracts iiuarsa4"Ins the fidellts of persons holding position of public of private trust, guaranteeing the performances of conflicts other
than Insurance golletea and efecut!ng'or guaranteeing bonds and ttn&rukinga, required or permitted In all actions or prnoredings, or
by life Viewed, aid
' .ifao,' In its name and as its attorney or attorneys-In-fact,, of agent or agents to eaecuto gad usuotce the, conditions of any and all
Iraada,'feeogniunees, obligations, atipektions, underukln b or anything in the nature of either a ilk lbtoe; which are or may by law,
municipal or otherwise, or by anr,.§tatwo 9( tbq Vni itey! Stale pr, of tins State or.Terrtfory pf the Un)tsd $iatea or of, the Provinces of the
Uomialon of Gnllda or, of thl Cpkaf •of 1VlwfOY(tdland, of ar }bq { ~e;sffatiotta, orders, custom, ptad kf,
oq dGeretjoq of ay board.
body, oig~rtlratlQu, 4j, coq o ar, but, mualclpal bf ntl nlse, • oTodr jS4 tx permited io by e~Irl4yued, mddF, to es, gim.
fed d, apge . I of rdyd fort y cgrtfr 4r Afo r pr ~9S a r . h.. ptrJtobs~ f~rlllg0.6,kpdys,o~oet (ateteat,
mu clpalyy othetAat a iQ4 ortiQn __,tt(r~ly`~ oi1 ~a ➢fl 1QOd1 .e~4 {qr f ii ~f ' 4~t doing
of,dpjtl
og~n~ o y ytlQds f 1 ~l f it Frbvlded l iii aayr,;s~tc~s j^ its r~ a~i ~ V04 21111 dr inpoielIon, o;t' dikipg,.or
Ipytbliif4rA!u;1o,{,4filfkff[~~iu3PfRfR'°t.-tr`i:i I'{ o!I r"•i1 dRiif7 c;NI Iiirt i!:',} Srr ,•i :,r i!- 1.7tt t tiltr.J,!,.` U7~),r.f'
I1, 1,
t. 1 E, S Do~1a ~d~,_ P00rr , an Airletaut Seed wry of tlw UNiTtD STATES F1DFJ.lTY AND
v
GUARANTY COFhiP1~I~f~, ~y~l~¢y, fortify that the foregoing le it fall, tens and oottRet ;copy:`ot;tba ottenal %kirer.td attorudy glvbn
by said,Caapoor to sl4 If l,1, ek ) rt i h t' if IA C4r, kak;t•; t e t„ r-. .,I. 4,,,„
4;rr.Jiittrel` I fI I" 1 Dab Higgins
of Fort WOtth fiTexas 1 r ag and eatpowertn4, kit4ry, dgo boods As thertin"alt
11h I power of attorney her never been revoked Lln Iola tome aid es at.
And I do further cearifr that said Power of Attorney was given In punosnoo of a resoluttoa adopted at a regalu welfallfw of the
!instal of Directors of raid Coinpgny, duly called apd~ J~e oEisb 4, the Cempltf0 Ay }~?f p{ . kh"N'. an the 11th 'dar'ui
Ito, 1910, at which meeting a quorum of 14 Hood o ec~bn was present, and thA ebb f g !1 a true and cared copy of said
resolat;oa, and the whole thereof u recorded in the minutes of said
iAIIF11 •1191 a 1,IMAII) 011 CIFf`Tri11I. ItIA14yt,
In rsatfesoer riltertoJ, I ha hereunto set my hand and site seal of the ITED STATFf,9 F7DEI.'Y' AND GUARANTY
COMPANY on a)une 9e 19YUk ' Y W IA 0~
11.,i 111 t!!' 1,.1 ~tt•tr;c n.vl• gnl7(Difl)"i C1 ll sal fI. f_r;"nf loon yar--yavl „It .tali's11„ OfN Q%$
i'1 dit"`"4 tt p4a4.'j1 if,,. 313,1 1''/1.I1:1) 1Wl, iII YVII r1k 7kfra f I1J%1!.YVJ p%r cn+wq U-!, ?;,•;tt' , r s• ;
? i 1111. tt 11 u, fu-, kc,i rttrlc 4i liia<a kit.-'Nv
Iy'i lp 11s5:~147g
I fh}) f1 J 7.!tI t't-'VlUV„C7 E fk71l,l1J' fl~donPir tt. lfo ll,',~'I °I linS t t=tfr rltq,, n It , d .q y
'tJ:l',r/J tit .1 ~..G., r, pl.,.!t i lctri :vI , ruq „t:1c r bula:irird'-Ncra,c_ ~ ,I,.a!.NAq. e.saEQ i:/i.l.l:ir.i 1,t.t8
'W1 It,i Ipnrti; •51 ('-Uk 111 IpS c,rn; 1.,G c;k tt.i l,• .i) ''l i,1n,! a. ei ,Iv `";'1 ilfltl'ft ~Lf.IF'1 k3i'FiLiPs4i 7PI'~ / Syr l:
11 L 1 ifo. 1 a °i to I1,W lil'i fit "i I. 'I J1 ti;q e PSG"~'uy Y, 110 '1) - fi~t 1x11,1!' s'dq III If'-} <.I!,k t 1; 91' 1 !-.1'1 rl,
,I tit x441,
1 .i i•h!_t IU1 ri7 t~•'• c'i f. ~'f'!'r•
I'+r,lt. It Ale , I 'IIItJ _1'41,1v1 1 v_~ _ 17.
l t,.'111u ~,i. r.ll? }!ur!:lr v~.u I. t1'r i+r~A If
' Y.1,~k, °5t 7fau pk ipaac. k,a. ,;utst
140' at'%;;i.s'
1X161.3
777 `1-
_MW
i
UNITED STATES FIDELITY AND GUARANTY COMPANY
~ FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC, f .t
BALTIMORE, MARYLAND
Name and Address To Whom Issued
CERTIFICATE The City of %"ton This is to testily +hal the
pnbaes
OF listed below, sublett to their terms, I
i
cunditionr and exclusions, hnva 1
y INSURANCE Denton s Texas been issued by the Company des y
lymded below to the Inaursni named
below.
..Nameel Insured and Address L. 8sp!►"" Canstluctid~i A En 1
1 _ ner~ir?,o:
lo Qs ir~-._
1. Blue .brig
mote Court tWest
fort 1lotthis Texas 76105 , .I
` Type ci Insurance Policy P"IfcT Llm,L of Llab iltiy
Numbet Term
Bodily Injury Properly mirage L;Y
OOTPJ 21
Wr•;kmoo's compensation -
r- Statutory]
Employers Lability S Orfi'lnch Peron
inolflldad S ,6ry, Each Accident
S rdlcol•Ench Parson
Comprehensive Automobile $ No VX
Each Petwn
' !lability f now
OTC 2M S~
Lack Occ_urrence
I aIX064sive deneral i Each Person i
VC $
OC Lack Occurrence S 000 ! I
®Including blanket A9?!Wnt.OPSrafloos i 000 'Il
Coalraciuai Liability Aggregat0 Prohcflve S
at S Mgiegate Complsted $
000 1
_ LI
opera Icons -Products -
! Manufacturers' and '
❑Controcioti Lability $ _ h Perron ra h
tDClYdad S PwXoch -currenc. S
Owners , Landlords and 1
❑1000
recants, Lability 1trigiogate S Ord r l
Completed Operations and f OOr}Each P• son i
Products Liability S OOV Each Occurrence S 000
$
V AOOd ggregafs S 000
Contractual Lability $ .GOO lack Pen on 3
q jI r
lnel{I~d s ,OOO Each Occurrence f`W ~p
Aggrogale $
..,000 I3r~
Ccmpreheaslve Excess S .Orfi Each Occu rrence Combnod Pe d rsonal
lndemniry Injury an
S ~XA {gyreyale Properly Damage "i
_i L4 t
I
Description and location Of operations and outernobilss covered.
r J
' Stab of Texans
Cantroetioo of Streets and Andse $
hdomobtle Fleet - Private Foss r Cats & Tridcse
HIM Cars S Nat-0mrsblp Ltabt ty Inclodsl.
The Company designated below will make every effort to notify the holder of this Certificate of any material
change in or cancellation of theme policies, but assumes no responsibility for failure to do so.a~
❑UNITED STATES FIDELITY AND GUARANTY COMPANY
EFIDELITY AND GUARANTY INSURANCE UNDEPeWRITERS, INC. '
i
Date_ +IIMN 9~ 19709 By d~ Jt_aL t
w
t ..hl A. It. So sy 1
010100 9,21
4~.
r .L S rJ
1 r r i ,y; I} FY^ t ? + ~:.'v r C++` ~.'G i f +n, r }-a` .n e,q r '
f f ~ F j-r" ~ ks G'' , , n
,r r i Ti' , n~. Y ~ ~ F• 3 S 4., e ?+a ur
•t v~' y 'L' , +,it-ti ~a 1 1 P T. aL; r ,S r rY
{ 'T y h.G f Y h, ~ +
THE 'CRX4P•(T10N O''1O Hit" AitlEtEAN`OC:II;"lY 017 (~IYN' EItiGINEERS `
Revised November 17,.1928
Revised AuNI.15. 19:1
Revised October 21, 1914
evised OciohO 19. 19 IS
Revised Apol K 1951
Revised.April 21. 190
Approved as to l.ettal Form by
Legal Counsel
1 STATE OF TEXAS
COUNTY OF Denton
THIS AGREEMENT: made and en(ered into this = 9 day of dune
F
A D.19-20,. by $M betwOP The City. of Denton
s
'throu
Of, the bounty at' Denton " . as, n>r gh
na Statb`ot' ox s%
,
a
r .thtreunto duly 40thorl'" ~d to dbs
Piirlq a>t° ~ E#rit Pasrt, hpret>la~~ F ~ 6W tER, ana
~ngil r naa the
LETO
r
,
. L
44
I P it o#<. 0 lion f i .ISlv~t ,QY 'far5raf~, _ . --.r : r
00 '
14 .-';4 , ► party, o' thacond ~Xi ~:n#riXter t
WYTN .4E'~ i 1`h t [o: e>~d Ifi conplderAtiQr1' 4~ t 1q pa+yd►e~t► 1104, ~ee►rRrits hereln•
rsfter (pen I P*o to be made e,sd ps~`ormed by tho P~'rty of the jri i~ 'at • (Ot~VI > 1t}~ U4 1+A er
tFie. t:0 # t+a' 4 it► the bond boar it " Yep 000fi pert. ho tho' $414 p~~t~r:
?h e eA# )?'art'y o 'tlie'ir#it'arE '(61N` ) °0 L 1
p!►i`t ( ~'~'i~Atxt'o ereby It~irtcu t!rlth t~
c`oYrinlance compkt8 t1p t~n4trilctlob of cef+tii~h4 i~provet~enw deecrlhed eo~lAtis;
t` glttnet~
r+. Pdvtng two uzb#a$ea solart$V 116Ad xoa'1;~~mrtco~,l treat, 'Ead 5'
sits alN extt`a vrbrk'in '@ositiectiot~t, he wi(t undo t'he elirrls art'at+4teQ its {hgGoneA cot ItlOnar
pe expense to turgisft all the materia,f;
of the A~reeraentt and at, h13 (or tbt`ir qav» prdtier coat and
supplies, machitery, equipment, tools,' surinte#Aenee, labor, Insurance, oral `other accessories
and services neowary to complete the said constmetion, in accordance with The conditions and
prices stated in the Proposal attached hereto; and , In accordant ,
General and Special Conditions of 'Agreement, Plans end other g with the Nance, to C :written,
drawings and printed o or r written,
explanatory matter thereof, and the specifications and addenda therefor, As prepared by.-_-
L1~t>lp$.F.R A$e
903:CA 001 Inc,
' iV 10 1SettCantl~d Codr iihenk,~l~ 8 i afa Uaiisa, `C_e_xaa 7530
herein entitled the it 01 1R1?R, euclh Of'µh ch°t+:iaa been identified by'the COZ~iTRACTOR and
the 9Z 01JNE Tit, tog4ther with, tfie- CONTRA&R'S written. Proposal,, the General Conditiopps,
of;the kgiroment.,aAd the, Perfornjiance said Payment Ro'"os hetetq Attached i hN or which ate made
a"' ill heirerit and tolfectlve y` cuts"Ancdu#6d t?nrtil late f~tl,enttr~ `contrast,
C~►Ya1~M'~ IH~,i►et'sY,Ali~ er►RIIIftO'MntM,lFliMittt011 0► YI A~C„~ r'r ~'t''~" ,
1 sr ~1. 7
4 (r S-
l' ~ Y
f ~ n ''A ~ R w y_ ak L Y,,, ,te .Y 't Y.
. S4 5`0~ ~ ,t r~ri t r 1 r,4 ~r f SPY 'r ~i t 1 ~ r 1 Y`yls ~ `f~ p'~ P r ,
dr ~ / .,a r i ~ , r i Y r r r J ! r,~.'{~' px ~6 r•i ~;iZ y wT,~ •2 Y. P t"sa f, r ~ h~
1 .1: iN ~i1 ~ .Rd ~ •?IV ~ rv J .Rl q~ •j~ fl~l.'~Lpp Y. FAn 1 i \~J~ ~ 'C. 5.Y1 5
v'~ w e. r } + ra, ~E'ru-w + a ~ yi ~ft ij1 ' .r?1'+ ,ark t ~ ~ rPY T^ ~ ;
/~)r 'LyLy~ r r ~ ~i~. r ~ ~ r•s p t ~ ~I `T ~ fp, w.r s~° kl, ha
f r tfi -0
{7 .~T f y
{,+Y" 4 4 "t ],'M1•~!~ .4 i~~;.a t ~ r}~~,f~, 1".T~ ~ 1 b~ i ~ ~~i. E; f~Y
Y'G r~ < • F u r~ y4' v k- a ~y'P n f'~~ ^ Y` '}E+e X°:: r i r a x Y r~ r
I ka ♦ ~ ~ r . ~a a L C r 1
~b "#htl"~s~! of the wriitelS no,~ t~ ~1work,~anbfect
w. to iud *ii#eneio}#a; tlIro a 1►rs j ride~'by the Geisera} b:td ~Z. t#On'd, }
T#1E Ot' ipreee to ply tho_OTO'FOR 1tt curieQ~ Suudi tfib price §e`priCee ahowa 9n
R'. thb'proli~, which form a pAFt 4t,'thli sonttilet, 'such pymeab'to b+b #ubfect to tbiP Gei~'rr!
aril 3peclil l;onditlone 6f the. `Contzvt,
Tit 'WITTdF„5S WHgRWP, t the partids to the4, prwnta hove execuw this Agreement in
the year And day' first above written
~e Ciiv o~ pentaa. Ted t, aer~gm ,
rty of the Fink ! (OW 1 Pant ! t ~ 9eodb „ 'lr P• Inc.
'$Y= Rr3 ~ . Y
t
AYQk' dekH~' 1 y, Miyb~t A,
ATP3T~ Cit~► o on, , Texas
crooks H it', City occrret ty
Cit `of oentooU)iA
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1~1 f r f ;ti Fr .r
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y rv'~ x} 5;~ +~i a }"~.r rt2 r" + IGi r,7,1 ri,, l.lfi! '+1 st yr. r!• .y}n~ Las s AE, G_ / s Ff.
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p .I p 'tom ytrt~ f ai.
OP TjLW '
' RNOW AM %WN BY TM8 PRESPIN": 'Y'h~lt~- L~-~ll ire+»' C +9tr~ction ,end
j~iaperinQ~ xHn of the City of Pott ilort'h
NOV t t the iiste or--" 2=0as
a4thorised pAdgr the 1aW1 of the State of TO"* Watt as surety on bonds for princiv4 ~e 6ei6 '
add fir 'Ay bound piltb K 9 ne9Son." Texss -(4eaer)~,'
fn t~f'pezyt'audn o ona,adlliaa f irte thous!leil five 14i q.14 ~ z
far' the pNmens A 3r9 do .t~e r[aC a S~req ~In~emeei~! Od their
eerythally; 'b7 thead `
~I,if>WLi7MW'~, ~~~rCU~t4iy1 ~T^Zf^a~4 T Y'^'^'{dr "rI,(
4,1
oartain sarltten oobtret With the Owner,
,a the`',1+rlnclp~! has ebtered 11016
+ 5"• ~S.a 4 t~~► of lnnn_,, „ _.,~'1Yg.•~."'.i.~Q' ~y
Coaetruct,l'as►ing and Draida$a jvgroy$wente ,on Carroll Straat, Parks,+a~ sad. Heas'y.8t~caet~
is herebP ref to and hnade pnkt he* M "W# to *4 e~cteat
if ~ 1111011 i r 1 r 1
t
t te, 4 the
r R~ z ~w+~w ~Gt tri ~C OF'.„ 4~ S A' 10 .1 6. f
r'`,"s ~~y s ~jj~klpy Cl+Msih ';+,4 rr
eedd p#iodpal ~Sall'faitlffy~ilP pa~fo~na, ld'Contrlict *M ahalf in IIII to duly,
d%tlonM aIp semenr Id r by acid ,
~7 9-}4 ebva ^/a'.'0'.!!''. ! iiW TQ r 4~rr~ r a.,, 4 r'
~ Zonlract Mdtitla ~►ese aiul 'F~+teift~►ii¢C~
r " ! r r rt d l.s 'il~ ~~s it r" [F C,.~Y Y~4~1
r ~
+ t` t~Ss ObliljttlOn eha~ be VOI i Qt et~►1e0 tos.
t: r rr `i 1 + I t IF rI' r "1 ,V ..t .a',
y pl n, gW>sv ie, that Wit bond io'eX0.4 e¢,~q s" t the provielornti~ot l~ttlci0 b~0(Ifl'`
ut f I ' ~w tee of Oe ,#tne~t Js>,o a of the, ae h ~
a1 , r z
~,rio~'1`1i4~tit l~;l~ Its ~ft~ee d~ that ~o~ at~libe det0lreained ip eceo~detfe~+~i,~'~#~~"er,~
w,id' As'kltla tb" th 0 "
gd ►A ^o tit, no c#tenefgp
01~L Awn lj~ t114 "tow Of th0 eontract'tn tfia tMD' gerfoifii~i ,at
;t+ e 4t'~.''
y ,~M or;drAMtnetil'1►ccttkap!~ry!tat thi eumie, ehs>I:tn tri1*4 itteci."obllg*t a on,tblf
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t .:yl II L ,x .k1` ra ry n v a r w k~ Yxx v y J" s.
dSeJ
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4y y 1!
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0t the dob coYte 1wOtk to ba p~rtor~a .x . 1 r.
Jf.r~
u)'.1~Vi'~'N& 8 W ERFAP`,'the uid PrincJy ~ ,u1a surety h4v it ned and eoaied th e
~,e. 9th of June
m
r Y'
d~ L.,herkram copet uctibn' Otis
and Sngineering, inc. United Statee hdelitjr
Pr%c °
r ~ .r rr~
8extram Dap Sig
J.
Peeident tor" -ia=Fact.
r
7.17 16. North ~at'1, Bank 8idg.
Addrob~ Blue Smoke Court West Addresa
r ' '.16105 .~'drE Vo#t1i~ ~exna :76103 Ito
~~Pvr~ ~to,'iethr•..Te~e
r
i 1 + 94 Era 1 fey i
3'he name a~~ sddreae o~ the Reridegt Atteat Of *WY ies
r
,
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,
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i
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`Y , t y 5r ~a
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t 4'y F
C'A'I E OP *XAS 1 ti
J L, Bar twam Construction a
KNOW ALL MEN 'DY TIMSE PRESENTS:
r ltngineeriast poi the city ot~ ion wQr'~
and Stag of Texas ILtl
Ci900Of.. ~lt1~[ast ~_-rr ti_ T
prtrictpal,',and~._,-_ W -t ItX.A CuASesatY CQmpanY r~ 1-1
11 1
authorized ender thb 14wa of 11.a State of Texas to act as aureky on bonds for prtnclpala, are #ield Y
d flrtnl b~und,unto a1 Ut o. DDentopj Tex _ ( ►er),
' ain y but+xh1u41sbl~+irs l~✓ YS34+W
in 4h 1lSth at d r
1f
rte pPrnc pa eh'~ uFet~y bI~c tnkmjlva and they ~kifs; ac#Minls~.
for the paytnenk whereo ,
nd1 i otnt and $everelly, by thte4 presenEa:,
~zesutori, successor a tis 8n . f , .
trop
Written, co trot with ` the drRle#~
Nnt tl 9 y'
WH REA$,. the Prttfettial hay enk red: into certa!n
'n f1 'to
taaafrteVi ethd paipage Yrfittdmenta on t;a#to1 BtrNStt 1'ts#v+ky and R4niry 5tr1i+ltt
F"~ ' } v f it dP tri b4 ~i ferrla ,t0 m~ e d 'W't# t►et f ae ju~j aril t thb' W!x►td # .
4 .1
F 1 f Al
.~a 5/ 4` s ' `r q l~ r ~ ~}'Ff Ya 1 r r.. v " FZ 1
~ ~ y f ~ 1 f r Ij1
that kt t}N
NOWO T A R ,fir, t 1x oN 4.~' ~rxt;3
ubtb
a all~Ialrna~ ellhp ,
r asid">Mnct¢i1 eha>Y:'p Y or and mqteral tom,! Oft
on the aQr>117rat~ for ill gatd`cotirricE, i1►ea;.thsAhatl 1be'w,tdl
1) 4,
y t;
itebt ✓ i) Y I f r
` GthmrN~~~ razdr.Y.~l full 6rO a
d is executed uNuank torts p~"P~~lu 41Ajtk 6100 j p'g4Y.1AE1rQWE'VE, that t W,pn p he th ~s 1a1a13to
a~ tqM 1 .0Nd F tptu of As ame 3d~d. DY io;t ct~ ~ r t 6 ' ,
a 1!a 'likieit' o'ft'isd`"a h1! 4+~nd rdinlr, th the pt'OIf~~ k,fi
5 woe, 1969,: '6
cbpted at l~tfixtli, hdrefdy :
bf da#d Artkie k0 tfie ra>ate extbh~ , #f, t Were
"~u trl'`fG~` ~~>tA r ilrodo ~Vpulatiol ~ thlt 110 l a , _ t ,o.l
ri~fl ot~dd +l~i%"e4A
or'Idlti9n to tlme-'ot thoont~a,`dr to the
da~~~ ~r ~f4~"p1+►pr~ . ;~:epIflCattonr or drarrintta acCOmp!rrv thr same, sha #n at+1
`wise e1Cc Ib P1>,atlo on tAla
1 1i {
,
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Imp
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" m Y ' " .Oi U►e eotrskk" to +orTe i„b ,~i Deo
Ix WI4 as WH> MIrm the as d F'rlnclDtl usd 8nratY ite_..
east tl.+--~~►; of J tiri6
•
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Serttaaa',Consttuctinn l?nittd States lrid-Iitq at Guarai►ty, PO
atld 0n91t laXin8, Inc
Bi on 4 4,
Be trap Attorney-in-pct E_
1`' ;P~casl~4ettC ntkA-~-f
Addre~_T_-_ - :e
' S Post Went ?eX~s :';76105 Fort, °
e Y ~ r
ee at the Raf3es~t' fit bf Bdfety @I a
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wd edbr
Fork Warty :xee 710' y k
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`o~rIBRA~.` c~bxpn~{bx~ ,dt► ~tal~e~f!~ gr 1 ~
t}_r~ c , r ~y~~,t Ellduf~i ~ll~k 1p ~Fft.!ty{EA I~ ,~t
1. Deflaitlo►s"otT~ettu~. n .p~~~
r Y' Y..c~~X.. B BSc+{t s
1.01 Owner, Contractor and rlr1 e t''
lam' Contract D6rumenta
fop 8ub•contract6r .;,r . r ..btu
1U Written Notice ....rYl r..
1;q6 Work Iw xi~~f;'t7iti~i'D'eear~i3sif b•1
lfi Extra work t 11 at~~.~ ~
f }+7yfa,3+ ~ Ut7~ Y)lT~ff7lSP,~~~
1Vprk~ng"TS►y r,s~lasnut'l #,9le,rsil s~ki
1 966ataritla!!y' completed 3rs s,nv, la,;i s` 1, r.
rr cl SS . 2. Control of [f 01a r r P}'Srrti~.A 11~i~~r~IC711,1
y
Lines and Grader , ~l,~,.ttni t ,E„rrA k t .().I
,Englnder's J1u{2wrlty
p F 4 /U~)r.r~n~ add inspe` ettoi n.w,.r.YLW„r... N•n~.~~.f~1...Wlw,..sl Nrl". Jl f• Yr :3i+{J~l1,~i~~py~T,`ji.("~9/~(yu W~+y,Yp 4~8~~~ (+{.~/V~{'~Ajjr,
/y~ `i )
+ • Contractor's' j)uty' it-ad ;YT J*Mntendeks,Y FY~4~."Ni h1•YNrI'. rA rM1.w^i.ISI"M ✓{~CI,Nrr rY~IC `r _ )
$'o Coutri►ctoe!gytln~leretanding ,t. :rt.. 4
e ik{~Y~na, ~0'3~ eaY& f 't , ,1,
2. character of Workmen . L • r ` t !U f R~17c t 1
r r
R COntraeWi BOWL k$
1 r. R I1 tl'iS{a!~~•vRuj IL2o 9MIT
r , 11- , dltlllAlt ~l V. ry1.
• " ~ spb •t7x'8illlfat~~n ' ~ ,
Dii
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°'PrelimhAq A000LOv0, t
00,
` ~'y ~ ~ ~ I, n1rCFl f,bn/(IiMA 4Nr,.},,,,.etRft~•,•t -,Y ~IS`OIF~~•~V i; wYSY, \ r I
a.+~hd1►~"tlll",,~`' }404 ,r ,.i Rr,lw, i(,f • tifrN llr,*,,, ,tr•t »411 w r9'tT Rtj°M a'7R1mR'~ 1 Nw r y
8.1>t . ' ttl bt of znltli* to 40041fy.')rtetpodti "Anp lqufpmept , 5, a : t
. ~ r ° r , C~ptrtl'(~bll~tlo~ M►d 1'tespoe►t~lbllltia R r " ,:1
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d ~7 XqultSShes1E1 144i14 x04 4611$(roet14h Plaht
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protection A,1talMf AcclQeM to 1~pD>oY an the PFAM o, _ . , 5 QA
7 ) f~~ y `/io 1y.1!pynci andl1~~yme+.nt 80640. Nr r. w w rrl r 'r r R~ M' r ,7 ♦ .w
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`8.~l~ protec►{on'`~A1tal~ie~ CIaIrMi o~ $ut/•~7o~tt11~Ct01'a, ~ltC. • ,
a. f r ~J le v ray n , h + I+ r
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R'0r+.vy
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6 ~r'at .a t L' ~ , y`I r + r%~ raV % ~ x.! 'r.'9 N l r`t ~ r + ~ r Iya
r r r""C 'Ile
nnt~: `1,, n' ~ r }~i e ~ yya y r ~r, + r y ¢i fly r ~ti~y~ ray ~ r'';' i~`
',$1 r[ ~F •wJ!UN4O~~n,M~4
~tQh. rY+ r~K[~~+i~r~riErl+,r. r .Y'S wI .y'V~9~ rr . hf
S 16 ' Y.aw#i'~i 0l~taa»cee' A . a%,17r Wv
316,' Aae[~ameat kid Sublettta .;w rrr.
exrt ,ara *'k 14hM)fft)IA t- sf , y
# 1. PrOWvi!on Ind Pro ilre,4 b5se tul~~ ilr,5>' ,131Y'~ 4 , to l`
AN) '3'1me and Order of Co etton:.. ..r. K-H~rrwlin{} G.•M~~,s)A•d ..Q!~t
T
. 4•Q~) p.{~teablgn q# T#mp ..nr 1(P •+i•rF~l~~/`Lt^r1}Je,Y :.Qtl
4.10) Htdrr+►aSee and Delays t iotf4'✓••tRY►i1<, i~, •~fQi
t .
40 ~#Yq J ~ Lq,i'
nr~Mme>rt af+d Paymeht ~ ~ r r
6.4X) aaA M`euummenti ' ~f.. i
6. Estimated Quantities tall xisAtE,V7
603 Paitlil Payment . t'33"1t3'i''t3rilns~r~u 1
• .r.
y~y 664, Use of Completed POr'tllo~nns A xa.tf.la1wAa41. e /44 yy
-.~~~!}hlr'.`,F~hCaalpletigp,a~l .~r4Cd~tenCe . %wwRll Rlyn %rrrr l/M Ml,r t~ I .f•1•r. .l har;d~.r`~•k4t+~~•~~'~.i ' ~ i.
~!lat)+WRPi
~RRh.d ~7t SI,NU ,I .rrw.rir„e11.{rr:.iw ...141,.r.r)rri,r~a3f1i F~'•~~lYM ~l1 ~N.~•bW~4yt:.Mv}Pi
~y r
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• , 604 0101 shall make tlaeleu any work already done or ~mate~!'i1"'iti?ed01 ittffn
~,wok'1c,~ then tth~.,AWN~R;~1u~11_recoi~tt~sna~~~~; ~b~~^,~A
a for u,.c~.1p~r: aoc+►ebaed:bl~s;ata' du0;'V,k;~r,-t~41 orF ltd ao
tWlor.4tho,,wrk,a o l4. Rom al,axp l ~lrr~ l~lP PMt►~r~! a
~~~►Y~Dl~~i3lgd,:~;~ '+7~1 ~:4~~ !1:+!r,3
2.1$ ' RIGHT OF Ebrf~~lt~rl'b. Nonr~t' M~M10D3'AND EgIJ1PMgIi'1',y; If it aHjl t~e~a'R,` % !
q*t
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sast'1rt1'14 Nt~flf SPUfit_ 6ae7; {lyp • ' W p Rfj'..
fi•il:p*r eftsl?9~ u, o'a ^l^ t flediti'Y f cf! f°~ik + t,t~t' d<is7~I±` 5~ti'1 ` Y 9r
° ~f?3411'k V Fki,1~'IPlks'71~7!!R.I1`.R R~113,?K :-C' , 131 G.!j~'i a7igr!~tI; F@tY tgi'~+y~
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a t ►t Awl ~d fiBq ~ r~y~, tlie~ Lb 3 I oNidln , yin b o{„'1 '
rd a`1#t6tlf Ibl4HktiAs khl4t¢}m►Vi
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a z~,r btud~~ tir;~ {ia#~~:hng oaf>v~ ;4hr.t~!'{ Afatsrt~lc~t ;S~l:~~i9 „
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` Ti 90 ~yy,~ a rk~y
p;i t d~'d rfa? " r, ' yY 8m+ av r r:' .j,~1a
the event Oat there Is `still xiy+ dagbt. as ;to: the raeanin~ and Intsrlt 'of `idy 00 rtf0 ~8t fhd ~ba•
sitta I?tCl1t1911s! oratls~rf~, r9t~, 40
±!!~cot1frl.Kr" ~"Fpfy to
f~t .
~:llil ' ' Lt#L'!<P gYV `,t, Itl~1'~~' tYA'~ "'AyND `CONST#tUC'!`IOIV ` P1;011 1,0 W C014TI( O! tit
'tjL~~'~ t`~ppoo~ib~"1'br thb ~,i~d Rt~6di~~~iod';'cGnne4CVitI'ot{, 71'hdpt~otl~c'ttdn~at-:11'~lteri:la;,iuP•
K' i~'IibhlHEr gt~~pl eri#; I,-eLi q~ 'Wits, It oc"oWaScUetliwk! 'r11'misnibf c! bfi`swetiobo'and r
an r71'.~3 a~*td'of the i!!tW thb Ct3NTA'1Ct>fio~'h[ti 6t`~i1'.~d11d, ~rttally~psiA,~'br nok
if b' d i~fcTpi'''?IdOrk; 4 lilt ;E Ent[f16IIvlSfl+~Fid"4iri¢1~~w an`d .,`~~tr t, '
~'4 a t F ~ S 1 Y
[ 131 : r 7s 6'1'
, !r 3,~ .Y5+ri 7.A f 1 t'• ar, n4 lTZ~-,r ry fi.[: Y:~: ~9 F tlilf''
i~,-i , fIPi ,
i~ (~i i to
m ;it ~,~r
PWIPIttion Qx,the!WOrk ~~'A4 *te,40919,94 MW49,,PJs .Cprtde : t~ , q~ o he
1~.>N(lu`1F+,' A1; oti,1U~Y> .Q4et .~`+QZ't A
~ efiPPJoY,eQ,,~Yn` t tt1rgn . ti' ,tab, by
MR,
C? ;4#4AlAfS :~o6t. tP. kh4, i,.t c 4e
;t . _ ur 4 ,
;{ct,
niTO ,Ior a4chilm? ; itbA~lYerit,'#h4: #ls e 4 Pelt ~hg r tt
} irvtt air Imr:mi#tA4jgr,~e #qjj#,P~t# 4r b n
tfu fr i~o1'
Itf!~' ~'..tlM'.~t. At'A4 & t Rg r
` which. the 0WNtr13 be otne$ liable, t} 4ae F 'Ft~C° 'bFl ai(' rctn:bur lei
btw1f~CtYat►ih'd'~fnb~lt~n• Y ~ n
.fltYni~i rs'' lfceAetdYirCrAtT~d¢t bUelt lt'thi`umto oa*T x tir3ttkh, UCy 4
a >f c p1 t}rt1td Wvt~kt dii+iSentGtlirtslrroJahs;tate,tlliexp~„ C It @aAA, `
g1,y + ~Q 'r pr
ea`!sbaiff s(111(A1tbea ilxvr*eF kM►04hmble~i e t Ti 1100 t E91 'tCc
ustnpbC,;tb4 >lYQltt; i ~w # _ 1 e r ! .
` e I Ow%yf >ttt a I ~b ,!$e dny~ ot°, Ar 1 t'+`P~e~,t'loel~trl?'t~an ?.'l. 9, eg NO
c f h t3i041 cCdnttkctO1vikff0k iAf1cw•ex,~ t'imWo bxdrup#tibll -Kith
b
r, YC+ 4 fi
a i a ip ti lldwei0k, rkS~ntlstioNa 'he.: MO RA r e,WA%v, h• , . i
' l1 i a
hit
v-I~
r Tr
nn' account o u t 1ny I r8 vod r au iE} radnrmlt, '
M rpny injuries pi' dam gs<m s q~ ~V stt<
` 'rnv : 6tid aMi'ra t bsF iiie dNE } i alu ' d hit 1 nta or em loyeei1 In t
~s$ e
.m rthr o?Vldc 'necea
OMAArtScAM. k Xn1otttthts&o~t kiptio .~F,ib'fU twNZbt
~,y 'ry~w+tt~'b~nt9('il~tbbta t ~*K
erft ~~.~ItS~Bt'pI1;M hl u1AFP,jL*Y1M>? 9 !,;n I. bstY►t if
tfftr 6 Hfee ryyA` 'T
r~, ' '4 bft9l t Ii h 1 T
brlb)tbk0%, eeh
e$ ry r d e~dPii k pfd fs ! qt : ,u~`
xlr all , e i , "91 11 h SSt ZgT t8~a11 tlOftii•s I iLbdrr nd
'r ,e i a o~ {Hg tidf It ~Itt E virtitheie tan a ~h r~sl~#a I~~dr' :,t nt
net tt~b# ti' V atrafi~edt i1n~►rth; ,
N P Er 0 7 ~~t~ ln• JH1? i,4a p'~ ~u~IQ~ Li r ~th~ 'r .~y;
4
c p o r~S[ rytt e i 0 # as '413
fig
rj' t~ a aiu 9T 4/rI1lR .
•i}yn~ r 0 Uri IAt 71 lA 7Ai'rf,fif .r,~~
rllis h fie bnlv'opI)WOrc Wum Cori tt{41 AMr,rincdAW lsynim, 00
ahail be Inc udWA V41 ►►S~I~` ICS; tl+k5yp ip+ l , .ads ni',~,a~tr~r,a` ktdx ,~3 to i LY:~bf,i ~
U3 1 mu di f ~d alji~~q` Q ;f.
ge
off, h to !d d~~ifefM?ea a!"Q6#4 as of thm~
~~r{ie~ Ir+9dttd'
S
n"'e n ~fW I nt AAret,ad~wt INrimitanct Initboiyr dtior►'oftkhe Iwsme.(Of jS tD7 uel
EE~~ , tan.-bMtt ' of udiff`lcyl ~R_~M~ i ~ 4.lflQo~-,,ttk'+d,`#~►,,~~° f ~ ~41d[l{i411Maf,~iZtMn~!'4j'~a I~
l ♦.ik~a ;QIYR11'ka!lYfvi +iPfltlr~ni~~, I
*a►1 NAB.~~~ Pit(Y#'~Q1101~t,(tlr' ,At3~{{llI IWX f' _ TYt'aThftd#t,51i~,p ,tg~ l,fa µka `
ne property. Qr pro pet~itc'e ►r]y-wsy'~ftckI nt•
Rro r 'n,eat►d to ~rofec4 the 4djacsnt.ar ra X p
Bred, Ohl h nlf~bt be inlured,gr tariaual ted . any focess bt cohstructioo' }t¢ be U „ e!r•
r tnkett''uf hie'~►yrEemeat "from shy tte ar in~ury'6y=rerlaory`f'aald ptacrlas otrotiac
t
~'~.Y✓ "•j'Ib i' t. ti a , pro, ,K.: r~r r" t',: Y t • % e"t ,'S ' p~Y1;se
. ~ 'i r ° A~ , fi ~ rl i, f . C i ` ^'~a ~ y', Lf 2. ~ i W ' Z ".o a 'r r
f /
M v1 lyU4x i~J ~t Yy L. •ri L rv } r fr l ir~l 4 y~W.yry
MW
} rl ,{M'f'r {{N Y '.4 r . ( la' Y' S r1~V'Y.t ; 1 l a Y ~L < t h''^ Y'y,441 lti,
tf F z2.5,r,{. ? Tt „ #a ds x r 4'1 ; 'fir Z, 1;^1{ 1 .
2222 b V 65:; J°~° 3 ;X, n 4.. F 1. ji Y y,~ 1
r(,'[ .,.`.'e the 'A k 4G
At d t .d'*~~~ ~}y( % c .~:+.1 1 fty t ! M SS F5y~r F N:4n ,4+(Yq
4 p Y
1'fh v„t tI(5!'~1,:
~4'1
t.~y{ V I~T~Y a .7T r a a~ f?,lr 11 t5'gn , rt, x t ~Jdi 1 ~ ~ta~' F~ ~x ~ytf ~Y~1:~r r ~~adt~r ~~1~~'~al~ 1~,~) e
I • 1 rV
~nt1 ~ ,b ,r~►, ! ,iii 34~. cr"~A~~~i '1te _
e 9 I l
t11A -i . f$tt Js g x.t+~ ..i c r` t
•t~~~ t~''~r 1t~s~ y`rta tra ~ni+»i ¢~h~ ~rril7ry~nz +,~tt' ~+i Pa..~+111rrstf {~~A [~i#~s ~'k'.YtSrl~,klxdtr,%ri9yK t;~( ±-1 ~ ~ tAiLM£ Xt~ iJR3~TISHERS
0l7~DI
F r►~ACHINM Wo Z010 MEW ID 91UPPLI •
~rcrtAC~[A aerct ttaitit:,e.z~eill~,i~~sm,~lfxr~~d;~a 4 :~YY.. c
.€Itn cx~t,of,xhe:Jkwt de e X ~ ;}a4 emw y
ul,. . »¢4.4~ ,4ul~ gsitrt►ctP F~4!ote xgrf~MIMI 1"~~ ~gea r ' t
1,r,4hd:ItttIrniaheia'~9~~mAphitte,!: P,~r,44 s,b~FlPir, f9l4ip4An,; poweF.s~4Q1# nr4 IaF~ n~ ' wE
rotludip J,gb~,ipl~3~lry~blA~uKT!?df iq.rt~!►i<uct fl4s tai F!S!'~o ~°t~~ £~st en ~ t~t1
so dgaired by the OWN:A~.,:th4 NTR." a to a€y t heyl ej 11. { , ,
fir' r~
~'€:gatio a eof the naptpjre. htirEr`n[abyove..d! to ave been' id diefhar or wzved.o I- Fq
' l fl 'thy !booip '1Ct tJl x," , 1 JAC I
~ >t~ " I[I~~3at~'t~1~QY~~6'
vd a bPr ~ ,i fd txl "df 'DVh c}i the 4 ER r{iM'^v MUM 66t[de; 8['iMithftofd t, 'the
r~ "i~ rbth rfds1i tt!`sIirid' { o M ]Wul- .
~s ry, i lfihadlf eithti18a4e%tfeNfIReA q hd'hktidls`4
eft ~~/x~~~ ~11 r t sett r s „ x
~gC~
r~~t;'b~'~ Irl ~o"nVefsi ~'l~;Ill1►8 io~i bit
A tb r~,~tlhi{n mrir~'3 ri,#CS +f rtn:ft ~t y t)s#t ~f1,1
` ►s 1 ~'k jfcXptN fAWA Wl~ p 11 ~f~M;13141-P.r~W"+Y;}'jai t
r ' ltd! Y x ►~1lYtrN,l Jfef COIN " OM,44,'4 )1117 Qti t k P"
~tl r ~ /~s Pa't ~ ~t'rf W"In+it 4"Uy'' lfilr, . S c
J t~ ~Q~~►r~~n ,Q{~~ ~ ~ jib , ~ r (~r ~[,p~~
1
r"~
r rim !lptedtkl Ot~rp~ttl¢~t+ ~F~CMf4~+f1}fi4"~ji~ F
RJigNL r~:o►tr5 jtbe.~led i~Vl4ikf ~y
'S~f~ :y , f e a rC+lri
'Nt i1}iilS4t71M /,~'1 ~i'7 If r!"~'(i,'1 i5'f -f9 iJ f1de
v, vl 91~ (7('Zt>i('1Y Al f!f . ) ~k cl lq "(r { ~71SI~j~ I tai) 3~tV'C,)i4 tTY r k r
Meet the `3 'E!~ 'pYJI►si' +F'k"e'iwtty ` r.
Lti`~,~ .7~`,1iit i 7 tfo'-'•a`a n~:~ friDi,1' i►4ili by
'fir e~'' -,JF?* ti ' +Y• V~'1 AJ r{ 5 1 ~~y'; ;v►. ~K °'v
` xix.~ t4l
"f .7Gf~'1►.1QN}~. ,lha,;~ ~fll~.'~ff1~.'t l`+~x 9r+ . `r~+rr,~.~
p~lru'~#ri9''1I~OIMI~.!~'dblr~e'~"zi~E~4~r~y1'•' ' f441~~~ iRl~k,
~'!T1Rll.
t't' EPA
+~+f1 n ~'f~ r r1 a 1 „
OM ~nwt va ngakt~I ;'Qr~`p~f+orli'A `,"+f h ' r,
s; smiAmiwjy ~ irblob be}QWN ~ iwc +fptlhrr to' t N! '~fp'r€ cat °
! rld ►4r oh N+WO 000.E..ttlitl ~frgir`'sattlM~wf~+t H!~~r!wi^'(t~ Sol llYltlh r ''ardS~ r
i
:o Aftfaa, -1 vp( ~►pp 3' ,k ^ 1{s -v `'1 ,y t',~,~ ,r+' y'*.I
~ ~ ' : t}S, nibs#i~ 'patvl~ofl►r eddti~or {s~'u i vd ~ hu ~et~r~'AttM►,~;`T'u, g ~ 1
ItIt R51 "'T!lf 11N e `ii± > ' ha' lrcrt
r , ~~tdt'x~►~~~+ i~~~O'tf~i`wi~ ~ t~fi0p►pi~Rr'.~ ' w~~C~~i ~~yy r
n a~i~D (B'N ~ R ~R r '1~l', Cf7 u,)"f9(C(!, Mali! 1 rtK' f " ~'~q~i'RVJfr is
tv T~~rfP1S ~t# (ilfh tir"}i "'~1ft"lJiJ ~fil►$J~ry~ / 11l y~ ~+l+i S"f4llf,l r " r r y,;'''
^ ` ~ ~ } { 7 . itA4 • "1~~1 "+~'1e+f~{1 F~~A4# ~11 ~ft~, IY`~i('7HM 'AYY t7 r 1: ~ v K
Si tl,~x h
j`
7.7--77777--7,`_ 4 ¢ 1,~. ..r. ^ l
f
1 thti kxtebe that the subletting' bf ais'y'portioh `o0eature'df the woiic, ~,r Yni6kiali'reghired in
Out Oerformaeee 4 this contract, shall'n6t relie~•r'tl'.a tONTRACTO'c from his full obligations
to the OWNER, as provided by this Agrtement.
4. PROSEMION AND PROGRESS '
4rOl, TI-M AND ORDER OF COMPLETION. It is the mrgning , and intent of this co-
1-tract, onleas otherwise herein specifically provided, that the C014RAC '11 ,shall be allowed
1 to proeeeuto file pork `at such times and seasons, in such order precedence,",and in such man-
ner M shall be most conducive to economy of construction: provided, however, that the order
and the time of prosecution shall be such that the work shall be subatan,tia;iy completed as a
whole and in part, in a.xordance with this contract, the plans and apecifications, and within the
. ttmo of mpletion designated in the Proposal; provided, also, that when the OWNER Is having
bthet'work done, either by contract or by his own force, the ENQINEER may direct the time
''send MineAr of,con.tructing the work Aone under this contract, so that conflict will be avoided
sad the eons"tt;on 'oi the 'various 'works' being done' for the OWNER shall be harm onlaed.
Irop CONTRACTOR shall submit, at such times as may reasonably be requested by the EN-
G;N~0, seheduleq which shall above the order in which the CONTRACTOR 'proposes to ,tarry
ort the; wor*f with dates at which the ,CONTRACTOR will start the several, party of the w6rk,
4M esticna`ed dates of completion of, the several parts.
44.02- EXTENSION OF TIME, Should the CONTRACTOR be dela)ed ;ins the, completion
of the work by any act or neglect of the OWNER or ENGINEER; or of any employee, of either,
or, by other- contractors employed. by the OWNER, or by;changes, ordtrca3,in the work, or by
;trues, lockouts, fires, and unusual delays by common carriers, or unav9i4a~1e µuse or causes
Wend the CONTRACTOR'S controi, or, by any c4u8o which the,F~liG(Nk:> I~ shsl~ decirte justi-
114po the. delay,, then an extenslon of time $,hall be allowed for cox0eting t?te', work, suftickni to
eompenaate,for the. deity, the amount. of,the,eXtpnalon to be detertntn; by the )ri'NGINI;F11
provided, however, that the CONTRAI.'TOR e4+a11 give tr q : 'C1NfR1C prempt P.K5 in' nrit•
ins of the cause of such delay. ,
4A8 , HINVRAYCES.,AND DELAW,:Na;elalms rMil I$, W4q.by, tbe;q0kTRAO7OR for
drrttwges rEqultfne from hlndmnem Ar, delays from. my, cAm (except xifjery Of work jatjtop-
rped bbd order. of -,ths OWNER) i during ,the progress p( apy portion of t d ,woth, a 1b'a4 r ~!~„this
the,O r~Ilrxt gn:puc~ giKpen as
t0tktMt.1 In csae,aaid aork,ahall be stopped,,hy the act of
iM >'N tlt:of-the ~UNGINRRR,is cased by, Ruch tQ ge #1W ,sa A wgrlf a~rlr~l lQe p}l ?,,the
.
I~OVMVRA6thrsCONTRAC'I'OR
99AAU?t'9M9Nt AND'PAYONT:. :,,r r r
l)2';`4I1.04TI'Iftfl"Akb"MRXSOREMEN'f`S., N:) iitra'of 46ithMary' theisuternents of
s, nY.kin `'vpfh'bd'a116-+ed, but' the'eicfu'al rata'sutedanVor'"&nputodlength,+arAa,4olidcontents,
~Omber app', eighi oily shall be 4ohrl&rea,I un'les's othervvlso cpeeifitAlly provided.
6,09 k 'i'INAT 01OU,Aj 1'J' lip h ' erpipT includ(ng the 'ecific® ~q!!s,'Tlans;ahd
r, e10m4tet WIA~ S10d,to ~~!Qw -C}e8s<1y, 01l %Ngrk X66. i1P iAterfat to e"'t~f}rt~sl}~~c~i hOre Cider.
Where ,tly a;timatRd guggtities afe; pfiow,p foro e yet ous c Lie of %or#c; to 1 "'Ncft act atsr•
fat tc be furnish~^d under, this contract, they aro ap~roliirn ie any! ire t6 be'died o ly A44,M basis
t t for 0841motin6 the-probfhie,cost of the, work, And iqr cyrnparing the prolvan, 4 Ofe'red'.for'the
rwork.r. It ,ip undoretood`,Qnd alrVed, that; the pic,tgel amount of wor~l tq "do'n~ `acid ftfa ~ris1 to
be furnished under this contract may differ somewhat from these; estimates;, Atut'thi where
the basis for paynpent under this contrast, ii the unit price method, pay'ment'ahs11 be for the
dttdal ardount pf Mich +vbrkdone. sad t~1e rrjlteridi~'furhleh6dl"'~`~'~
*'here( payment is based on 66''uhft }it3Ce' method, the CONTRACTOft i0eces that he will
make no ela!m for damages, anticipated profits dr''b'thlr/vis¢ bn lascot,nt'of-A'ny differentes~which
may be found between the quantitlee of work actually,. d9ne, ; the , mattrial; actually furnlshed
under thh contHct' and the estimated quantities, cogtarnplated, enay,Copta,lned ;(n the proposal;
lpi o kiss,' however, that in case the aettial quantity of An? Major, item, should ,t?ecome as much
0~k mr,r4 than, n: 20% leas than the estimated or eontemplatbd quantity for such items,
then either party to this Agreement, upon defr,06),s?tali bd entltled;,ta,a revised considers-
tic,r, ulwis ',lie iwrtlur► of the work abuve or below 20;5 of thn estimated qu'mtity.
r
G•?
TWI 777-7777
1
A "8 OR:Item" shall be construed i.to -be any lndivl04al k ittM ;0eyrred In the propq►,Al
that has a total cost equal to or, greater than, five (6) per cent Of the l,t teal contract coat', rpm-
pated on the basis of the proposal quantities and the contract unit price.' )
Any revised consideration is to be determined by agreement betwe,tn the parties, oth--rwise
by the terms of this Agreement, as pruvided under," Extra Work."
,6.03 PARTIAL PAYMENTS. On. or'befcire, the 1'00 day of each month thWENCINF,ER
shall prepare a atatement showing as completely As pract:cAble the total value pf the work done
by the. CONTRACTOR up to and including the last day of the preceding month; said statement
shall also include the value of all sound rnatertati delivered on the Alto of the work that are to
be fabricated into the work.
The OWNER shall then pay the CONTRACTOR or before the 16th day of the current
month the total amount of the ENGINEER'S statement, less 10 per cent of the amount thereof,
wbich,10 per cent shall be `,alned until final payment, and further lesk all previous pa)itents
and all further eyrms that, mnhy be retained by the OWNER under the ter -ia of this 'Agree eylt.
It is,undewstood, however, that in case the whole work be near to completion and some u ;xpect-
ed and unusual delay occurs due to no fault or neglect on the part of t_he CONTRACTORt the
OWNr,R, may-Upon written recommendation of the ENGINEER--pay a reasonable 0'nd eqult-
r1;ie Mrtion of the 'retained percentage to , the CONTRACTOR Di the 60NTRACMU of the
OWNERS option, may be relieved of the oblipt.'on to fully co-trplete the work and, thereupoa,
-'che' CONTRACTOR shall receive payment of the balance due him under the contract subject only
to the Conditions, statod under "Final Payment:" r 41
6,04 (1S'E, 00 COMPLETRU PORTIOI S. ' The OWNER shall have the right'to'tak5 poi.
seasion ct and usP'any 'completed or'pArtially corn pleted portions of the Wdrk, tnoi%IthAt9M1ng
the t(rpe for cgmp)eUng' th3 • entire work' or such portions may not have ekpfred; but ehth 1:4-
pogspssio 'and usA Ault not be deemed an'a'fte'1404e of any work not cuhipleted.In sc4wM-
anee with the C`ontract' bNulnaAts,', If puch' pri6r'Uie increases the cost of'br delays 'the work,
04: C6.►lN4T`nC1°V= eliall'be enittled to' such' extr`'cor' OW Atlbn, or k enslon sf tint or~both,
as the ENGINE?.R may determine.
"5,05'iPI AT, COINOLkTION AND ACCRP'I'ANCR Within ten (10) dii i''otfer thd ON-
;tRACTOA ~ '00eh Oho' ENGINEER written` notI60~th'at the work has Wen oefnpkte4!,0rLV4b-
Btahilifiy COrnpli ed,f Os" EN6 VEER ahd'thv; OWNER lahAll l6ij4it ~tU t~drk'aad,'wltb1nP sOd
U It the,wor; be foun'd' io be 0mpleted or` eubstantlallyi ooinpletod UO'gonerdAAce. tvithfAhd
kd ~bc'utriei~td; t~l6'F'KGily.$Ett'bhAll?,666'to the OWNEIG'ahd the t'AN'!' itf"TORthJa
Certificate of Completion,''and thereupon it shall be the duty `bf :thE ONME114ilhin':tt'}t.(I0)
days to issue a CJertificatp;otrA,cepta(q o(t,ft~ CLNTRACIY)R.
6.06 FINAL PAYMENT,, Vpon;.thq.J"uurK4„o(. th4;lertjticato ;Qf Cfgpplq Ions#e EN-
GI,NHER shall proteed,to make tins] xnRagaT4mtnts an.dArepare,final sf~~gmgrlt p tai vpl prof
tdr,work'performvd,and; mfterlalq furnished under hQ terms o t$e Agree ti
! ,,;RAgte to Ehe 01i!N1YR,,wlta shall day to the CON 4RAC j)S qn fir after t e`?Oth day;llan A-
,,y, v t6 341h d$Y, tirtgr` t1i~;dattr of tNd'heit tektp of ` n;'thil bli>rafift~'dlte !fia CON-
Nn~1Er tt t~rrns ot t?~ts'AQ'rcer#j tnf,' ~tbvlded n'e 6i f0y')ieM'ornzed~hl6 eb"n'tt~e~tual
ob fg$ (orm , ~>lder t<he, tefir "d thfS' cohtilcl; grid sa(d `1,3y'rir`nt ahali 'Ikconie -Ado 1 in ihrly -hint
upon, let,performance by' the r"ON RAt;rOR.' _'Neithpr` the Cerfificatd'o4'Aeeel,tante hbr'the
i f i,gal payment. nor sny provisiph In the Contract DkdhHktA, shall Mfeve the ~ COYTItACTOR
pt :11r, o6ligatton,'tor to#lfilfrrl'rnt o! an}~"wherattty ° whItk n6ay ° ba pequlred of `the 9*131 (;oAdi-
tuns of tii>3' Bpecj,(f~6ti'onn: , , . t. 1 t , , ~ , . ,.•r 1,?
6,07 PAYMENTS WITHHELD. The OWNER may) on mmcq?y tit of aurl ,~ny4nt~y ~i1py tied
evidence, withhold gr,pgllfly;the,whole or part pf any certlticate to such 0 Ant art may bq neces-
Aary,to pro*t him,iel(f;nm,toss on a;count of;t
'(s) Defettlve'work not remed`led! ;
(b) VlAlmd fed br' r0ae table evidence inditsting probable filing of ciaims,+r ,
ti (cy 4ailGre -oil th'd'i CONTRACTOR to. Make poymenta properly to sub-contractot's,or
foe mateilgl 'or labor,
(d) Damage to'another contractor,
f3$ry
e
i. When the aboVe,trroudds' i!le tembved 4r the CONTRAOTOR provider a Surety Bond satts-i
factory to the'OWNER, rrMeh "w@ll protect the OWNER In` the amount withheld, payment shall
be made for amounts withheld be; ause'of them.'
'5.68 DELAVIRD PAYMENTS. 'Should the OWNER fail to make payment to the CON-
TRACTOR of the sum named inr any partial or final staterrment, when payment is due, or should
the ENGINEER fail to Issue Airy statement on or before the date above provided, then the
OWNER shall pay !o the CONTRACTOR, in addition to the sum shown as due by such state-
ment,, interest thereon at thr, r,:te of six (6) tier cent per andulrt, unless otherwise specified, ftom
date due as provided under "Part'ial' Payments' and "F'iwit Payments", until fully paid, which
shall fully liquidate any injury to the CONTRACTOR growing out of such delay to payment, but
the right is expressly revFn•ed to the CONTRACTOR in the event payments be not promptly
made, as provided under "Partial IAyments". to at any time thereafter treat the contract to
abandoned by the OWNER and recover corn penRAtion, as provided under "Abandonment of Con-t
tract unless such pAymrhtU are xithhcld in accordance with the provlrions of "Psymerits With-
held. "
6; EXTRA WORK AND CI,Al1is
6.01 EXTihA I1'ORf;. 't is agreed that the CONTRACTOR shall i+erforrn all Extra Work
under the direction of the ENGINFER wheq presented with a Written Work Order signed, b%,
the RNOINE911. subject, however, to the right of the CONTRACTOR t,b r'e'qu(re ai-written'ton.
firmation of Bach Extra Work Order by the OW!dRR. ' it is also agreed that the conrr,ensstton
tit be paid theg CONTRACTOR foi• performin' paid 1'xtra' Worh shall to' determined 'by ont 0
more of the following' methods! .
Method (A1-13y agreed,unit prices; pr
Method (B).,-$y agreed lump sum; or
,Method (C)," If neither Method (A) nor Method (L'),bs agreed 'pen before the Extra,
lgqr>fi in ~ommenred, then tie, CQNT>ti C7 0 , 8 ~ be, paid the; "a4ctyN)
f(el c,of , of tie, work. c.;
, S rlus, fifteen, (lti per eri
In the avenl said Extra Work be performed and paid for under. Mtilk►•ad.(Ca,rthlen the pro,,,
v~¢fags Q.*. ,th4q psr#grAph i,Agll.spply and the "actual field cos(" iq.hjreby Wlnedjo l*ludl the
4(i,P.0M4,~wRr1~m4P, +Illeh,;fVr41n1!el(rtske@DRi~,;,mecfit±i elid,~~){ok'xa, i~ap,r"alt@t, PU>r,.
p,fsr, tealm9, frycks, :at)t~+►a.onjachlnery,}n egglpmgnt, for.t,0 tflr►+l
+sllyveplayed`~r'q'~~
on such t~xtra Work, plus . ct,4}>, }runs ortati4n Pht<{'$S3 P" ri ft jy if:x n d. yp er .,i I. t
!p"e j af_ +el lylbfic~► r w t ~ n~ irytf~o rfyti~ gxpensee, }~4p 'a I~ neCeasa i I?ncf ~e~pti
Bkli I a b d~o Kea v o~. cFgyy~q1 of u*c ins 6d(nsj 8!aatje~ S 'a~1 ~i'flfd e
t i r` t~ ytQtl t xpr' aAcl4 rY1fe' ~rtfdli ~f RrKf~riu1`pr! Per'~brtsrbnkb
mh >brle,a!Ird'tenr44~f~'u~ 1~!yStidfoisbit(11~r 1l'roir'rty tit,r.'1~e'4nd!brknief~'d ryi;iy 11,
gen11tfon" stld Ili of a{InsUr '49 as ay bt•' egUit~d y; n into or ar f1
. f ~ pp Y' itainc'a}; ok' titrected by tha#
E~ 6114991f di bVVNER. b'r try'tih lrt''a({r$ed tb.' h'h ENCEN>+,CA Mtn cS: rcpt tfs~ tc"tm n ulifch `i `
counts of the "actual OIL
fd'colt,t', "ehitil be, kIt 8na t ie ikco~edi'tit iheae accodntit' ah~ 1tmlde"
' available to the ENGINEER. '!',7%11ENGINSEWrhWeldb'oyitlif;4 In writing, before the work
fns,e. pti,t ;~?e ~hq' i~f3Sl9~rl ~he ork. apd, t1i ipd. f 104 ~ ;Y Apt equip ent
to,. , .,4t ,RT~Y aq,theep. , ft~gr?I 4ht1t f , eternt 4ed bV., t N'C'R '5 A, 4>`n~e~a'b'Igr.
wij~e r , ttpc►n,. the pr4efa of thq usC of machinery, q60 .e4Nipn5oFl filet( 6e detgrtningd' it
us((►} bV,
11,7 per, N~It^r srR~her~r~fe d(jed, ci lot4ft srhebiukt of 1*Ijirfe.nt.'6) vAetahf~
Ex q ( p
~91'ibyi the .!1*rlR Sd t'n~sl, (;ontrMetas .01," ~4erlf~;. . . ,I?ere'"pircfi~able the'
4~ ~1 fu'k ~t¢ti t , us+3 9f: t f►intry And eqpfpment , eh all ~,e l 5l lwffCbd , lr# ills '4yr(tl 6'1
Ex4~ 0,r1( br er. file (I tree (l r ~ r? cult of the; "4c4usl field ci~~f+ to be paid the L~0
TA,
,4c a '~0 r '0A cam, 0"a1te firm l~or ,hls ' pros`#t, oVe he,rQ,' grfleral' app rintcndencc
an fl' id e4 be ek ' rile' d';,! l' the 1e 0nts' co` and eatIvIse' bt c, c~
, I. ¢ to 0 b' Mora ed within the
a l'ui) tjfetd Coat d!s',~etet'n 6E~ hey, sAV,e that `w ore' site CQIe1'~'ItAt~ O F Ca p'af rilq+
aaa 64 k, , it In tlrla¢f priktlr#I~ pn"r+ctb' I h 'bf, b~rfh' i ' W; tfieh tt t) cost, „ td rnAIritair('
y h , e
~jtiefyr~td In el ; tu` ~l r{fid tp'rt ~
i (Y 11~n~ t +~tF+); ' {k ol'ia~y i d "wlSr bo; alloWO' , yp~~s rd 04 In wr1(i by the E$
ai : ni, Y.or era 1n~truc4{pn e(('cr oral gr IvrIt~en A~pe
~
0 ~ix••to.t~+s
to ~nvolve Extra Work for which To shoultreceive coms'' Atfon or ~'n adjuatMe~t fA ~
p
~'oMtneclion ,ti1pe,, he, shall .-nOe s svOle A teQuest to tho' eNGINEER for Wrfttel. order atlthor-
I:,rifffauelt Extra.Work...Should a differeaca'of opinlon arfse as to what SoeJs ojedoea not cdn.~
stitute Extra Work, cr as to tho payment therefor, and, the ENGINEER Insists upon:~iIU Per:.;
fornIA"'ce, the, CON RAC 04 ghail, proceed , v lth the work after malting Wrl4tpn, Mueat; for
writteq o;der and shall keep an Accurate account, of the "actual field ' ►.I
under l~fethod, (C). The CONTAACTOit will thereby tfigreot, to provided;
o! Preserve the right to sybrail lhf Matter.
Payment Ito',frbitrgtion, as he'relnbelgw provided.
6.02 TIME • , OF CM' !•'ILiNO CLAIMS. It Is further agreed by both parties hereto thAt all
questions of dispute or adjustment presented by the CONTRACTOR shall be in writing and filed
with the ENGINEER within thirty (80) days after the ENGINEER has given any directions,
order or instruction to which the CONTRACTOR dtsires to take exception.' The ENGINEER
shall reply to such written exceptions by the CONTRACTOR and render his final decision in
writing: - In rA.%@ the CONTRACTOR should appeal from the ENGINEER'S declalon,'any de•
mahd for arbitration shall, be filed with the ENGINEER and the OWNER In writing. within'
ten (10) days after the date of delivery to CONTRACTOR of the ENGINEER'S final decision;
It Is further agreed that final accenta,,ce of %.he work by the OWNER and the acceptai,ce 5y
the CONTRACTOR of the final payment she1l be''r bar to any claims by either party, exceot
w;ierW noted ?otherwlm iK the Contract focumenta.
6.4al. 001t]RAl'16N. , , All questkns of dlsp* under, this Agreement, s}iell bo submit ie4
to nrbit0tion ,at; the rtquest of either, party to,ihe dispute. The part lei :may .agree upon one ,
arplterp,''4therwl e, ►hcte shall c three, one named in writing by,-Bach party, and the thlr4,
chosen by the twrl arbiters so aelecied; or It the arbiters' fall.to select a third w;thin tan
(10) days, he shall be chosen by a District Judge, serving the County fro 'whlch the major por-
tion of the proj.,,l is located, unless otherwise spccftied.' Should the pArfy demandfn arbifra-
tlon fap to name an arbiter within ten (10) days 'of the' dern'aind, his' ligWta' aiVtrate shall
lapse; 'hrf'8''~h tleciefoh o the ENGINEER all be •final dad' binding on' h16 Shdu18'the other
party fail tdc ekio ia 1it titpr'wit#,i i'leit" 1 d" b` tha Ea!fGINEER h' ll a int such arbiter
,
Should ether " - ""n~,r 1' ~ , 4 ppo
partyy refuse `oV' jlect'to `e 10ply t ie '~r5l(era with shy papers or information
demiild4d in rirrltti;g, thi 'arbfter8 are +aq,pdwerid by both plrtlei'to tek'd ix-patte proe'eedli gs,
7ha ir`bi►trd shall itt a{th' piorMptfli3ds` e decision of ady t* mall be' bfitdlitg'o 'bol
rllea'tio'!ha",i!batlO , The dG lbjdn'~l the arbiteFd upbtl siKy"gireitidn.'altbtnitt¢d'td'hrhlt~litt6l~'' il~
i 11 -r
u ;',elf, i1ii~i"` cgptFd~t ix
'be conditi6n tine -,60hf (o my righ!'df legtl, iwon' d e n I
tljif'at fie 6k 'e~rbHers i riay rryl t' fnlb btfect, s ~,~„y rya
Ar ,,~r •h p 'flied tB eot~i'tf"u 1~)o bf
ar ;~rt1 a 9".yl~ , !.,t b~'t21; ~~}nt dst'ik~~ ilb;~a~t burl d tiWA P ~ Y, 1h~ o
con ?et p?( U141'14R, eo~h 0,R, ro aA, 41'7 e ,:R >-or,.t a,1j , A ' . rs4 ,d
;fr ~,~.h~,~,P,A~~~r,+~ ~Y~~? t ~'e~Jbj3°4~:~4x~'4+~Y~r+~d,~'., It
o i,4,141ok'ceyer ,,r~
.,f R~',4.1aXP,4~ ~~.ly, :71) ~~i a 11'x; i,'~efr.uw c a Pon ~ee1
fgg
11A 't
othgwial p~4ylc a GY; emgtlt, ,a~pc~ ah ~ .p~f!9ds lte , FPaF tb ttr t~o upon i
elt gF, °r { ~eas , e Awar'~ pf 16 ir~ kfcrbI mu i m ~a. !n, tiRp 9.fr r
'01 , il 11 tp/~~y 1' . ' l~r,..~s!
hi 1 4f~~ i•y 't,j ,j~I1l~A1'!7 ii /,,~~ANDOXP RNTiOPIOONTRACT }j .f''i✓{l 1/~~f !,fO C.) 'f~i'13 ,4'JFi
.dY ¢'.A t+Qp)VT> Ccii~' tiTbR'"lit a't C(SN'!'RI~C,;1`tD14 bfibdl iba'~rdort A'~
fail o' Tr `twee, p r e p ;Watk wifhtb'te ((~b)"'dsy)i efte~r~lritaeditllfeatl6fill"t 1`thl'i6~'V Eh:''br
6111 >r~1' }t,;o'r it te'Cb`i~(#ACbh: fal~i td iagrnply with, 64 ofders PNC1 ,E1t0" 11 w, n B ch 4 e a kid, nsisteht'W th tke Codttact nion
ea"h `i Ef~`at c a 1, 614
3
{ d j
fgrr~'3(1~~'P yIht bonds'e~ teiiretik~"bn tlrcb6bdq~d'iihllbe ff~+lifle{O'ib`,oi~'id' aH9t
Y f1 K
.,t
drrP g,1 J9,complo(br Osg twot , #►rr tgrlj eY ep(a`rat(ce'ehill1 i deiverod'tb'thkyCC1N'f~tA
w ' Artier n0! Q~,abAPdVOme!~t,l~+tie GtA><iTlt~tit ~ s ~f{ Sul "re pY0 tPI I "s.i~
fk anY- ,m!"rhtr4ArY,. RqufP,n1F, k ,aooh, IriAtefibN or f6pplfW th.~ on h4' Ra ig' '
get~taF ?Yilh OP Y, ma g ~a~4, >}r~ quiq erlt u 'der c trAq fo t e' work , -;4,a beh d
t ,,rt Ir I~ ~,Ii •Mf )i r~1OUi
thm,,!Y~4F~SrbY, 1hq 0,V1~,or~thau ety on, ha pgrf4 nCe nd, Or a rt eonfr to t,
>t l car ' )
pletion of the work; and theQRhe(I x,e rce~gjny ►'p~t~~ o ejeil a or
(e n,
ce t, w en aed in gonac tlo with .xt a WV .r , w bra cf t e a1i ~ n!l,~w ae r vN ed t r'
I e 10c ctr3i` WbFlt'' d~~Gft,4 ~6 k'' 'I hb ire i
!t~ M j~ j'l, a tood that k{ r d't~e of belch 0.e
to iiiat' it,
"tlbe th`t 6sl totdlole(e The lvbrl f411d ~'tsEf( t2d t~ b'~ir< '
se ~ ripiet0~v~> ulf(
y f
e eitf.. II~.1 r ,K ,I F,r4 ' 1 ,f 1: j q.:r _i.~!'
0.'10
:.r.p ~'Y t'~~1( J•, 1j ii li ',i: li' t;.t .;1.. . 1,i4 ':•i~i ~ ,';i1➢ ii'.'~.
1w4vro therm la no prrformalree, bond provided or in case,lhe Surety 4hould fair to comer ence
eomp?liattce with the notice for completion hereinbefore provided,for, within 0'p (10) days sifter
grvlce,,ot such notice, then the OWNER may provide, for completion of the work in either o: the
fo)!owiny elective manners:
7.011 The OWNER may thereupon employ such force of men and use such, machinery,
- equipment, tools, materials and supplies As said OWNER may deem neeed•sry to complete the
w.%rk~and charge the expense' of such labor, machinery, equipment, tools, materials and supplies
,to sold CONTRACTOR., and exlwnre so charged 'shall be deducted and paid by the OWNER
out of such moneys as may bo due, or that may thereafter at any time 1.cnme due to the CON-
1 TRACTOR under and by virtue of this Agreement, In case such expense is less than the sum
which would have been payable under this contract, If the same irad been completed by the
CONTRACTOR, then said CONTRACTOR shall receive the difference. In caye such expense
N is greater than the sum which would have been payable under this contract, it the name had
betn completed by said CONTRACTOR, then the CONTRACTOR and/or his Surety shall pay
thii amount of such excess to the OWNER; or
I 7,012 The OWNER under sealed bids, after five (5) days notice published one or more
times in a newspaper having general circulation ip the county of the location of the work, may
let the contract for the completion of the work under substantially the some terms and conditions
which are provided in this contract. In case any Incr~:.!n in cost to the OWNER under the
new contract as compared to what wuuld have been the cost under this contract, such increase
shall be charged to the CONTRACTOR and the Surety shall be and remain bound therefor.
However, should the cost to complete any such new contract prove to be less than what would
have bmr the cost to complete under this contract, the CONTRACTOR a.•sd/or his Surety shall
be credited therewith.
When the work shall have been substantially completed the CONTRACTOR and his Surety
shall be so notified and Certificates of Completion and Acce,,.tance, as provided In Paragraph
5.06 hereinabove, shall be Issued. A complete Itemized statement of the contract accounts, cer-
tified to by the ENGINEER as being correct, shall then be prepared and delivered to the CON-
TRACTOR and his Surety, whereupon the CONTRACTOR and/a, his Surety, or the OWNER
as the case may be, shall pay the balance due as reflected by taut statement, within fifteen
(15) days after the date of such Certificate of Completion.
In the event the statement of accounts shows that the cost to complete the' work Is less
than that which would have been the coat to the OWNER had the work been completed by the
CONTRACTOR under the terms of thin contract; or when the CONTRACTOR and/or his Surety
shall pay the balance shown to oe due by them to the OWNER, then all machinery, equipment,
tools, materials or supplies left or, the site of the work shall be turned over to the CONTRAG
TOR and/or his Surety. Should the coot to complete the work exceed the contract price, and
the CONTRACTOR and/or his Surety fat! to pay the amount due the OWNER within the time
designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies
on the site of the work, notice thereof, together with an itemized list of such 5rylpmen, and n-ater-
lals, shall be mailed to ti a CONTRACTOR and his Surety at the respective addresses designated In
this contract, provided, 1 owever, that actual written notlea given in any manner will satisfy
this condition. Alter ;sailing, or other giving of such notice, such property shall be held at the
risk of the CONTRACTOR and his Surety subject only to the deity of the OWNER to exercise
ordinary care to protect such property. After fiiteen (15) days from the date of said notice the
OWNE3 may sell such machinery, equipment, tools, materials or supplies and apply the net sum
derived from such sale to the credit of the CONTRACTOR and his Surety. Such sale may be
made at either public or rrivattc sale, with or without notice, as the OWNER may elect. The
OWNER shall release any machinery, equipment, tools, materials, or supplies, which remain
on the work, and belong to perrons other than the CONTRACTOR or his Surety, to their proper
owners. The books on oil operations provided herein shall be open to the CONTRACTOR and his
Surety.
7.02 ABANDONMENT BY OWNER. In case' the OWNER shall fall to cjrnply with the
terms of this contract, and should fall or refuse to comply with said terms within ten (10) days
after written notificatign by the CONTRACTOR, then the CONTRACTOR may suspend or
"w: r nrJ .G ~ k ' -NT7 t Y u!
wholly abandon the work, and may remove therefrom all . %Achinery, tools and eQulpmeni, and
1iltrt aterlrils bb the 91141 of WMe that have not been included in ~"'ments'to'{the,C`ON:itt'XCTOR
a~id'hade dct been *rought into'`I;N'work.' And thereupon the MOINEER sb~ll m"ake`'+Cd'eati.
Mite Of 'the total amount earned by the CONTRACTOR, 'whi4h intimate shall include the`value
of all work actually completed by said CONTRACTOR (at the prices stated in the attitched p'4o-
poaal where unit prices are used), the value of aN partially completed work, at a ,fair and
eQuitable price, and the amount of all Extra Work performed , at the prices :agreed upon,
,oe. provided for by the time of this contract,' and a veasonsble sum to cover' the cost of
shy provlslons made by the CONTRACTOR to carry the whole work to completion' and which can.
rjU be utilized. The ENGINEER shall then make a final statement of the balance due the
CONTRACTOR by deducting from the above estimate all previous payments by, the OWNER
and all other sums that may be retained by the OWNER unde}C, the terms of this Agreement
and shall certify same to the OWNER who shall pay to the CONTRACTOR on or befort thirty
(30) days after the date of the taotificatiun by the CONTRACTOR the balance shown byr said
final- statement as due the CONTRACTOR, under the terms of this Agreement:
r r
i
" 1. i .i I F S}
L ,rt Ir~E n ttt'~f,tll
i , ~~t !'r r~: 's • f~ t y , ,'r 1' r!. ~ 1 ..a f ~ { .T f . r hC(1 il:;
1 y.. ..E. r f Jt 1111 r ~l•"' ("tl -
J 1',1 r_r %j ,`P .I I i ti it t{yae •lfi} RI
,a~ I f , F✓3)"~~ 17 I~..~Y } , i. a' 1 ! Vy#i ,i V ~ f'~r! 11 (i~ i V' °
{ ~l itn I1 i„ 1r.~~J fffi
u" nYril 1i ~~idi tr 1!,. r S
li. iY iX, 1~! al % r } f i v f 1 Syr ('f k ~ flo f~ll~.
~ i ' .S'- ,i i I 1! nl: r 1 i r,~ir li} rf~~7"rr i.i~ r lil ljl
110
Jr .1.; 1".fit ,fir
r i
rC [~7, Ir
r•.r Lr,. fi', r~ ,?L11 11.J3"i;'"ii ri'
:f .}ir,Ys .'lrj t 'R>;) ff gt -ti ,'J. '1 '1511:,
SPBCTAL CONDITIONS
SC.1 CENERAL
The irovisions of this section of the specifications shall
r.overn in the event of any conflict between them and the "General
Conditions of Agreement."
SC.2 ENGINEER
The word "FNGINEF.R" in these specifications aholl be under-
stood as referring to Forro At and Cotton, Inc., Cannultinp Enpineers,
Dallas, Texaq, ENGTNF.FR of the MINFR, or such other F.1'071FER, or repre-
sentat1ve an may be authorized by said OTCU.R to act in any particular
1 position.
SC.3 LOCATION OF PROJECT
This project is located within the city limits of the City
of Dento,i, Texas. A map showing the general location of this project
is included in the ti)lans.
i
SC.4 SCOPE or 1;'OAK
The work to be performed under this contract consists of fur-
nishing all materials, labor, supervision, tools and equipment necessary
for the construction of Paving, Drainage, and Signalization for Carroll
Street, Parkway, and Henry Street within the limits shown on the plans.
O SC.5 FORMS, PLAYS AND SPECIFICATIONS
Forms of proposal, contract and bond, and plans and specifi-
cations may be obtained at the office of Forrest and Cotton, Inc., Consulting
Fnp,ineers, 600 Mercantile Continental Building, Dallas, Texas, upon deposit
of Twenty-Five ($25.00) Dollars, which sum so deposited will be refunded,
provided the prospective bidder complies with one of the following re-
quirements:
(a) If no proposal wi)1 be submitted: All documents must be
returned not later than forty-eipht hours after the time and date of
receivinp proposals, or
(b) If a proposal is submitted: All documente, except the
proposal form submitted as a bid, must be returned within fire calendar
e days after the time and date of receiving proposals.
provided the prospective bidder complies with neither of the
two above vegutrements, the sum of Twenty-Five ($25.00) Dollars shall be-
come the property of t},e City of Denton, Texas.
SC-1
SC.6 EXAMINATION OF SITE OF PROJECT
Prospective bidders shall make a careful examination of thz
site of the project, soil and water conditions to be encountered, im-
provemencs to be protected, disposal sites for surplus materlai.i not de-
signated to be salvaged materials, and as to the method of providing
ingress and egress to private properties, and methods of handling, traffic
1 during construction of the entire project.
SC.7 (UUALIFICATION OF LOW BIDDLR
Before being awarded a contract, the low bidder shall aubmi"c
such evidence as the Engineer may require to establish his financial
responsibility, experience and possession of such equipment as may be
needed to prosecute the work in an u,~peditious, safe and satisfactory
manner.
Should the low bidder fail to produce evidence satisfactory
•o the Engineer on any of the foregoing points, he may be disqualified
a?d the work awarded to the next low bidder so qualifying.
SIC. .3 AWARD OF THE CON1R_4CT
The City of Denton, acting through the City Manager and
authorized by the City Counr.il, will notify the successful bidder, in
writing, within sixty (60) days after the date of receiving bids, of
its accep,.ance of his proposal. The Contractor shall complete the exe-
cution of the required bonds and contract within fifteen (15) days of
such notice.
SC.4 TIME ALUITTED FOR COMPLETION
The time allotted for the completion of all items of work
shall be 225 working days, which time shall begin on the tenth (10th)
day after the issuance of the Work Order, rho Work Order shall consist
of a written request by the Engineer for the Contractor to proceed with
the construction of the project. The Contractor will not be allowed to
prosecute the work cn Sundays without written permission by Oin Owner.
r SC.10 lJoVIDATED DAMAGES FOR DELAY
' The Contractor agrees that time is the essence of this con-
tract and that for each day of delay begone the number of working days
or completion date herein agreed upon for Cie completion of any portion
of the work herein specified and contracted for (after due allowance for
such extension of timE as is provided for in the General Conditions of
Agreement) the OVNEP may withhold, permanently, from the Contractor`s
total compensation, the sum of $150.00 per worktng day as stipulated
damages for such delay.
SC-2
a~
SC.11 ADDENDA
Bidders desiring further information, or interpretation of the
plans or specifications must make request for such information to the
Engineer, prior to 48 hours before the bid opening. Answers to all such
requests will be given in writing to all bidders, in adderdum form, and
all addenda will be bound with, and made a part of, the Contract Documents.
No other explanation or interpretation will be considered official or
binding. Should n bidder find discreparicles in, omissions from, the plans,
specifications, or other Contract Documents, or should he be in doubt as
tc their meaning, he should at once notify the Engineer In order that a
written addendum may be sent to all bidders. Any addenda issued prior
to 24 hours of the opening of bids will be mailed or delivered to each
Contractor contemplating the submission of a proposal on this work. The
proposal as submitted by the Contractor will be so construed as to
include any addenda, if such are issued by the Engineer prior to 24 houro
of the opening of bids,
r SC.12 PERMITS AND RIGHT-OF-WAY
The Owner l provide rights-of-way o the
struction without e sttotheContractorbysecuringpermitssin o areas
of public dedication or by obtaining easements across privately owned
property. It shall br the responsibility of the Contractor, prior to
the initiation of construction on easements through private property,
to inform the property owner of his intent to begin construction. Be-
fore beginning construction in areas of public dedication, the Contractor
1 shall inform the agency having jurisdiction in the area forty-e;-:.,L (48)
hours prior to initiation of the work.
SC.13 PUBLIC t;TILITIES AND .YfHER PROPERTY TO BASED
It is Anticipated that utilities will be relocated prior to
ttie work under this contract being started; however, utility relocations
may be done during the performance of this contract in which case the
right is reserved to the owner of public utilities to enter upon the
limits of the project for the purpose of making such changes or replirs of
their property that may be made necessary by the performance of this Contract.
The Contractor will not be responsible for relocating or adjusting utilities
oxcept as provided for elsewhere.
SC.14 TRADE NAMES AND HATERIALS
No material which has been used by the Contractor for any
e temporary purpose w;tatever iA to he incorporated in the. per„iane:t
stricture without written consent of the Engineer.
Where materials or equipment - e specified by a trade or
brand name, it is not the intention of the Owner to discriminate against
an equal product of another manufacturer, but rather to set a definite
standard of quality or performance, and to artnbllsh an equal basis for
the evaluation of bids. Where the words "eq%tivalent," "proper," or
SC-3
r 77, -7 1
"equal to" are used, they shall be understood to dean that the thing
e referred to shall be proper, the equivalent of, or equal to some other
thing, in tine opinion or judgment of the Engineer. Unless otherwise
specified, all materials shall be the best of their respective kinds
and shall be in all cases fully equal to approved samples. NoLwIth-
standing that the words "or equr.l to" or other ouch expressions may
be used in the specifications in connection with the ?rinterial, manu-
iactured article or process, the material, article or process speci-
fically designated shall be used, unless a substitute rhall be approved
in writing by the Engineer, and the Engineer shall have the right to
reqult\ Lite use of such speelficallr designated material, article or
process.
SC.15 INSURANCE
CONTRACTOR'S. AND SUB-CONTRACTOR'S INSURANCE: The Contractor
shall not commence work under this contract until he has obtained all
e the insurance required under the following sub-paragraphs and such
insurance has been approved by the Owner, nor shall the Contractor
allow any sub-contractor to commence work on a cub-contract as required
for the Contractor.
e COMPE_.NSATION INSURANCE,: The Contractor shall procure and
shall maintain during the life of this contract Workmen's Compensation
Insurance for all of tits employees to be engaged in work on the project
under this contract and, in case of any such work sublet, the Contrac-
tor shall require the sub-contractor similarly to provide Workmen's
Compensation Insurance for all of the latter's employees to be engaged
in such work, unless such employees are covered by the protection
afforded by the Contractor's Workmen's Compensation Insurance. In case
any class of employees engaged in hazardous work on the project under
this contract is not protected under the Workmen's Compensation Statute,
the Contractor shall provide and shall cause each sub-contractor to
provide adequate Employer's General Liability Insurance for the protec-
tion of such of his employees not otherwise protected.
CONTRACTOR'S PUBLIC LIABILITY AND PRO_PER_TY_ DAMAGE: INSURANCE:
The Contractor shall procure and shall maintain during the life of this
contract Contractor's Public Liability insurance in an amount not less
than $50,000 for injuries, including accidental death, to any one per-
son, slid subject to t,ie same limit for each person, in an amount not
less than $100,000 on account of one accident, and Contractor's Property
Damage Insurance i.t an amount of not less than $25,000 on account of
one accident and $50,000 aggregate.
e ADDITIONAL LIABILITY: The Contractor shall furnish insu lance
as separate policies or by ad'ditlonal endorsement to one of the above
mentioned policies, and iur the amount ns set forth for public llabil.ity
and property dan:ag;a, the following Insurance:
I
e SC-r'
_ - r
a. Contingent Liability
b. Blasting, prior to any tAastin3 being dune
c. Collapse of buildings or structures ndja(ent to e.xcavi~-
tion (if excavations are to he performed ndjacent to
same)
d. Damage to underground utilities
e. Builders risk (where above-ground structures are involved)
AUTOMOBILF-I NSURANCE - BODILY INJURY YD PROPERTY DAMAGE:
The Contractor shall procure and maintain, during the iffe of this con-
tract, Automobile Insurance in an amount not less than $25,000 for
+njuries, including accidental death, to any one person and : -bier,L to
the same limit for ea.h person, an amount not less than $50,000 en
account of one accidenk., and automobile propfx ty :,;;nge insurance in an
amou-it not less than $5,000.
SCOPE OF INSURANCE AND SPECIAL_NA6ATID: The lnsutance required
' under the above paragraphs shall provide adequate protection for the
Contractor and his subcontractors, respectively; against damage claims
which may arise from oper,iLions under this contract, whether su,h oper-
ations by the iTisurCd or by any one directly or indirectly eoployed by
him. Insurance also shall bu provided against special hazards, if any,
as may be set fortis in the Special Cond'tions or Special Provisions, or
elsewhere in these Contract Documents.
' PROOF OF CARRIAGE OF INSURANCE: Tht Contractor shall fcrnish
the owner with satisfactory pr:af of coverage by insurance required in
these Contract Documents in amounts and by carriers satisfactory to the
Ovner. Proof of carriage of insurance by sub-contractors shall be fur-
nished.
SC.16 WATER FOR CONSTRUCTION
Water used for jetting or flooding trenches, sprinkling, test-
ing, and flushing of pipe lines, or any other purpose incidental to this
project, will b6 furnished by the Contractor. The Contractor shall make
the necessary arra!q cmeuts for securing and transporting such water and
shall take such water in a manner and at such times that will not pro-
duce a harmful drain or decrease of pressure in the City's water system.
Water shall not be used in a wasteful manner. Tile Contractor shall
make arrartKcments with the City to provide the water required and the
Contractor shall pay for the water at the prevailing rate.
SC.17 RECORDS 02" MATERIALS PURCHASED
By the fifth day of each month, the Contractor shall furnish
to the Engineer duplicate copies of all invoices for materials furnished
to be incorporated Into the work, plus a staterent of all materials
previously included on monthly estimates and incorporated into the wcrk
during the praccding month. This information is to be used to deter-
mine the value of mater a I9 on hand to be included in the monthly esti-
mate for periodical payments.
S~-S
J 11 11
A'
.
n' w 1~, r n
`i
sr, lt1 MAINTFNANCE nCNii
The Contractor shall file with the City of Denton, Texas a
good end sufficient maintenance bond with an approved surety in an amours
equal tc' ten (107,) percent of the total cost of thir+ proj,2ct, guarantee-
ing that the vor?jna11bip and materials furnished urA er these specifi.ations
and used in all parts of said improvements aye in all respects first class
and of such kind and quality that for a period of rr.e (1) year from the
completion r..nr; fin1 acceptance thereof by the said City of Denton, the
said pavement +;hall require no repairs, the necesQity for which shall be
occasioned by defects In sa+1 -)rkrnanship or material, If, however,
during the said period, in he opinion of the Mayor and City Council,
the said pavement or concrete strur~ture shall require repairs and the
necaseity for such repairs, shall, in their opinion, le occasioned by
the settlement of foundation, defective workmanship or materials furn-
ished in the cons'-,ruction of any part thereof or rzny of the accessories
thereto, built by this Contractor, then such repairs, on due notice >>eing
given at any time during said period, by the City, to the Contrbxc vr,
shsll promptly be trade by the Contractor in the follo•.ring manner:
Upon notice from the City, et ved at any time during the period
of said guarantee, the Contractor shall at his own expense take out and
remove all worn out, soft, inferior or defective materials to,aid in either
the pavement, headers, curb and gutter, manhole, inlets, bridges, storm
drain or any other part of the pavement or accessories thereto, and good
acceptable materials shall be substituted therefor, including any pavement
or materials that have become injured, or has settltd out of plac-: by
reason of its being in close proximity to such soft or imperfect material,
® the Contractor shall take up and relay or re-sat or replace all pavement,,
a curb and gutter, etc, that has settled out of place, t-come uneven or
defective if found to be so during the term of said guarantee.
Should the Contractor fail to make such repairs as are deemed
necessary, written notice to make the repairs shall be given by the City
to the Contractor and the Surety. It said Contractor or Surety shall
fail or neglect for a period of ten (Ai) days to make such necessary
repairs an herein provided, then the City shall have the right with or
without further notice, to proceed to make such repairer yr cause the same
1 to be done either by contract or otherwise at its option and to pay for
the cost of such repairs.
If such cost of repairs to made shall not be paid by the said
Contractor or Surety upon receipt of Notice of the amount thereof, the
said City shall have the right of action on the Maintenance Bond; or in
1 case the said repairs shall not actually be made b• the City after such
failure on the part of the Contractor or Surety, the City shall have the
right to ascertain and determine that the costs of such repairs and to
maintain an ection against the said Contractor or Surety, or both, under
said 'pond, to recover the amount so determined in any court of competent
jurisdiction, and the amount so determined shall be conclusive upon the
Contractor And Surety in pity action upon said bond. j
ills
.
r
SC. 19 POLES, SIGNS, .Gm HIRES, ETC.
All utility poles and guy wires, private sign posts, signs,
and guy wires, and similar private obstructions which interfere with the
:onstruction of this project will be veroved and replaced, or moved to new
permanent locations by the owners thereof, without cost to the Contractor.
The removal and replacement of City street sign posts aid signs
is the resporsibility of the Contractor. The Contractor shall be responsible
for all damage to street sign posts and afgns wi~hin the limits of his opera-
tions that remain in place or are removed and replaced. In the event strut
sign posts and signs are injured or destroyed b; the Contractor's operations,
they shall be replaced by the Contractor. No separate compensation will b2
paid for this work, but the costs thereof shall be included in such contract
pay itt.ms as are provided.
SC.20 MISTING UTILITIES AND SERVICE LINES
The Contractor shall be responsible for the protection of all
existing dtilities or service lines crossed or exposed by his construction
operations. Where existing utilities or service lines are cut, broken or,
damaged, the Contractor shall replace or repair the utilities or service lines
with the same type of original material and construction, or better, at his own
1 cost and expense, with the exception of those items included in the bid schZdule.
Sc. 21 UJE '?'r Exelf)SCVES
The use of explosive; will not be allowed ,,n *U,As project,
~i
SC.22 LIGHTS AND POWER
The Contractor shall provide, at his own rxpense, temporary
lighting and facilities required for the proper prosecution and inspection of r
the work.
,>C.23 MRRICADES, LIGHT'S AND WATCHMEN I
Where the work is carried on in or adjacent to any utreet, alley
or public place, the Contractor shall at his own cost snd expense furnish
and erect such barricades, fences, battery type flasher-markers and danger
signals, shall provide such watchm,:n, and shall provide such other pre-
cautionary measures for the protection of persons or property and of the
work as are necessary. Barricades shall be painted in a color that will
be visible at night. From sunset to sunrise the Contractor shs11 Purnish
and maintain at least one battery type flasher-marker at each barricade
a
uL~{
1 ` w ~ J
d 7 r
5 1 i M
,y 1 i Y
he ma 1x d t ` S+ y4e.C kT 1 " qs5 51 n C
sa to 1 L i 4 N~,~ ~x 7'r] i i s r 1~. r• x7K:
~'`l~y i
n`nd s%ffficieut number gf.birtic4dei`shall`h6,erected to keop vehicles
from .being" driven on o-tinto nay work under congtitu@tton. .The Contractor "
shall tarnish watchmen iw,oofficierE numbers to"protect the vork.
TheFContrdetor'will beheld responsibla tot all damage to the
work Of- -ft to'fdilure of,barricades, signa, lights; and watchmen to protect
ri~fkf.l44
it, and"whenever. evidence is found.of such damage, the Enginier may'ordor
the damaged portibn icartediately`.remnved and toplace by, the Contractor"
at hia chat and exp~nee, The Contractor's responsibility for the'mointen-
once of barricades, signs, ,and lights, aid for gro`r,iding watchmen shail'
not ceaa~e until the proj0, t shah have F~een accepted by the gamer
The Barricade"Details,Jincluding sis. eh~ in the 'plans
are'to be used w- a guide only. 1f in the'opgnnton'af.'the `igeetf
71 tha barricades and signs inetalio' by the Contractor do not
p' opatly►'
rotect and identif the work., the Contractor shall immediat el erect.
such such and barrcades as directed by, the 'Engiaoery
SC,14 WAOr, ~E RMS
All employees of the Contractor on the•work to be performed
un Ar this contract s}ia1~ 66t be psid logs than the prevailing were 'ace~e ;
in'thls locality foF kprk of a similar character, and in coo event less
i:.
is Scala on'$heet 5C-9. s
than'thb`ratee`~pgoigied in tho.Hiptmum 'we
J SC,Is , C~
At the obgtu¢oh' of the }wpprtd44~ empolfer~►.Mtrµctures r s
~eteteliR 6iI}`dn8a$$~ to thepnt`>ict4 `t~11"'h4onptly resegveq at►d ¢
jdll i1tt`".~ubaieh aAd other forigri uaelsgte shall be disposed
101 /~y~/r~A ' . ! J6 4 L Y ~ , Y ~
~O~Y Y.h rF J i j li +
Il r I;.F /fi a . $ Y rL
a ln.ihe'event other`"coi~ltZact¢rr':ari'pertorming wdk t± the'.eame.
nrgasimu;ltoteo'usly, with this p'toject,, the Con'ttgGtoj,shahi eoordiadte ,
^ tifs proposed,Copatxuctiun Kith thatIdf the bthex-toctractotA~"
4 i 11
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a
,`Aare `lr ".<7J> r`.< 1 F/ s r w~.~ W `sl K• h ~ !v 1 ,
fi , t .7 ~ i • 9t Y I f + k 1 ' 1 /n r t b AKA rC : :'C.r ~ + 3 i i.,,-. v 11 47 U" 411 .
S,".+ryr Yn f.pMSr iy'ii s'nrA~'w ",.t>°.[~ ~i ~'i1~e "4 ~yr~Pyq [ ri'~R'ry ,~d.,~ii~.l en~'~ r~ a.,~+.^?~ '
Y lies ryA a hR ¢1 1 ~~t5,~ w i~ ,1~., e r r y 3 r / '''e ra b 2• S~ %1 'Q'' ~
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w t~ i'y ,v , ;:v n Y \ ' `Fix w w r,} f^ x ~ r w ~ [',r C~ i P ~l f s Y: 'S h
~Aa-Y ~h x417.' Y Y„S y~~ f {{l ii1C, (C r ,:a,f ~i r r Y i~`.C• ~y y ,a 4 ~r Y ~ v Y t~^ ~ 1'
$ 41M ~ , ` , 94~,~tg'$~' ~i N'YS> ~ to Y "~~~~id ~ t 4. ; ~ k ' . 5~ frt.+~ c°~' ~ ~1., 4~, ~ ~x a ~ p~R 0'^~r ~ j3•~~ '~is,;'
d n t " , YFYYata x ? yd,. r : -i. t r,! w `f 4 5 vs s' .l r 5 : k , , v y ti r " ?
, ~ fr t ~ w I ~D s ~ u a' 4 n
rt ~ y a _~Y ~ 1 ~ ~ 4M1~^ y ~ }y,r R N?yw}A( j~~ ~ ~'~li N r 'j .,X . ~ ~h.~~h. ~ ~ i ~s
The"altos 1101* hAy0 bon' dptteeeln+t~ by tide tlt~► of penton, -Texos~:In ccordanci
` Ywi th the t tstutorir ,`regtj reean4s and 'pri'vif l inq' IpeaI Q444
°F y, r ,
i' Ovirt1*4 shill be paid for at tht'~ste of onil'and one=ttolf ~1 i/2) tlc+es the re9u•
tar
L awry hour worked In oxtess of forty (b0) hours per week,
tUSSIF1 169 RATE PEA HA CLASSIF,ICATIOM MTE,YEI! HR.
Air Tool Man'•....6•.:rr,..rr•,:. Sirrro' retie C~J8"hslIi 11,41 go Orrritki''
Asphalt Kjatiraan'I;..rr:.'«,.1.9:1.,1. 3.35 rill ASt ¢hovel (1'1/Z C.V.-f Ower}:Sz~60
} Asphalt kokdr .,,:/'..r.r•,,r..1.,",':.. 2 G0 Crushers fa 404 PIaRt'Oppratoi'". t.75
latchinp'pl~nt Scoleman ..:...r.,1... 2.00 Elev#tlbo orador ../::....rl......:.: x.75
Batyrboardiettdt .1...1..r.,.,.... 2.00 Fora1 Lgsder-i;,~; rl`r ".';.;*`„'c//rl/;t 2*,
CerpeKtsr'' ~i°Yie•••°i:i/,~li~r;:.. ,2.fr58, PQund~tlon Dr(lli►I~~tQ't1,IL:.:1~17
Conc'rer~ dills t tP lrirlQ} ,i1~:°1i:1.Y `175 >loundit16" 01.1 Opmi`aE "I~if e~
Cone to Finishar,il.o pmfi'.(Pav n{1}~ Ir. ~ 1.00 Front Cqd Loid r, I Cry, i,lsss~ ZI 0
toiitrst~x ilnlshar (Struo"turefl'..;..1 °$SP ' Front Enid tallerO~+jr l .Y) r~.,,. Z,2~j
Contrst'a InlShar He16er (St1'Jtl;~res}' 1~9P IIdlf<t' Ovubii";Or~.ks'i I,NS~ ~,?,,`I.Il,:~r~ Ily
Contrete.Rybber .rr...;,,{..,./`..'::.. '12.00 Flotst Over'2 Orum)'• .:r..r: r...,::: 21
Flapmap i+r~......:.r..r.t,.,:w.r.t.. 11Ii0 Mixer' Over 16'C,F.} ..~..~°.^.r..,`+.: S
Form Dullder (Stryctures} :.r,~•r:.•. ,50 M1xer 16 C,F•,,r Less) ,:,,~:',r/~~iri"r.90
Form Owldar Halpj' ,(SfrJgtures). ,04.` lbtor 6reder,Operjtar.r.=r.r :1:.'::.r',t0so
M Fora LIMr.' (Pa~rin9 and Curb}.1'„r 1.r '2r60 rotor oeader Opsr tor, Fthe hods':', ,Zi
fora ;etteX-(pWln and Curb) 50 ` Paint Strlplrp rethl14 ,+..rrir. ~.,,~r 21.
Fong t, r He100i (Pjv11y i"tt+rb}r.. IM `Piny.fret/~•;:.r1,:/1'•+r.r..::..,4 /'1: 5'
Form;S~tt r. (s#rlrtres /,1:.:... 2.2s Roller, Steel l~h6e) "./.r•:•Iir".',:~t:~+ tYl9
/L~lb-g`~Cj rr olnn / it tin Ist~d Mlelpare , l:bo T toI fori' l,{ orwitli (Satf-hrop/11dd1:. ~-1~~10
' J e lytldmrl bX,14k 71r.,llr~rrirl..1 ;A~'~ eScrapfrl /;,~`.rr',r:.~,1~~/.19.r:~1: 212E
S, rathanit rl: Yr, r, l~iu"ir~~.r1•••11•r i. "SCraporr f 64 a ra3di,•....ir rr!Y•.I I.~r ~I Q a
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fA+Q4reN~'.l(4f •.r r`~~If.r rr:~1 'M1~~ fT~erhl~ d~/rl~. n}Y , ,,.1 R!~•li+r~i'F ~1~~,5. C'
fdi+er E wlpri t Op+~fatorst; ,y ~>✓/041±R6r t os' It+y ~Mz :I~:.. ,
: !ts`~he t.DDlslrtbulor §II.r::..1.,~.. :`4:25 Re[pf r~lriq teal Settr' pj 1oq~ ~iG " .
Asphalt P«vtf,q flas~l+fni ,./r,...,... ~5, IEaE foreI tea. Seth Ir 4trvdtgres).'e;2i r..
py 1~4tilri I.~,..`II,Ir19.+~,.llr1•.. 1:25. ,J44i~nfpf~lnsf~',S e~~ ~tt~t' H~i~ri;,~,. :
. ; ~t rr
brl do or f IAS 6tede ° ,k 256 S#i!1 ~orksC litp~t r`$l~ `
co # irP I Q.. rl 1tfcl+ dR, i935~ ` tool Orkif. e~per ~Sc1ri(GrP1f "t;
~r C1t!'tl~`aY~~4(Shl4,H1?IfMle• 11, is+ldr~,doM itllli,ir.r..~i`~.:ri,1;...i;~o
" ' a1; rsti;/tfrrl art ars •rr1~ i 2'1 5w k, r.,.~«,., ...+.:..r,..:r►sr.~l..i'
Y, Co t6T~i P~Ong Wiol tlid I rFloe . ' 3 ZS truEk Drlvyerp ll7S
COAtretO'P■vI 'Mixer '.1; ..I~rr,::1: `T44 t_Klx r, k'1 .....i11: ,,rY`►1• r•: r 1 ~7,
L 9 3, :
a 1r6n{'re a Pav1 S i}:I,Ir,i•,~,~.1 Zs06 ,.1✓inCtl'.'..'r..K rt►rrf.t.i,..r:.~.'4•10if.i 3,.
COiicree PAVI 6 1'e#~le~ ,..r.:.?... ern y e~1
e' p r ~ORh~I Y.~ .~:Y ~r~iMYf rf• j i.~~r•)j. of I. R1...
E ,r Co(+prati Pat+l fskb ~r+( art ; 25 Itfbrato~'..!~ n. iHahd typo r,.,IC,1..1yr«'1.~0 ;
A' ~rpM; C1iMsArS11" bsck}i4a1' Oerrltk, tfslahniah {Truck tcsi{s~':rr.r.r..1...., 1.b0
Drioline, hov~l,(Lass than li Cry.) 3.25 ' Wolder.,.:...►..,.rr.,~i/..►r'.1/.,r..'rr l.50.
Ths COORACYOR she 11 co"Il with o11 5totq-snd Federil- laNs sppllGible to Each ►roFkl
`,r Thle'ibove ero'minlnun4 rates, Oldders.shall~bato their bldg on rates they expect to
peY,.if In excess of.thoss 1lstedr ,~Yhe OWNER 4111 not consider Clelrt! for extra payment
to CONTRACT6R on account of piyMMt.of ►rege% higher than thote'spsclfled,
say
r~ii'rn u6 r r~ °T ' "w4ra a Ay y r
,
'ti` ~ r a-c ' A ga. xRi9Y:ti ~ r Yuf. , ~ K ey y A,Y. ~ °F
k k
r S1A i^ v~ i i 'rtN t~. 4 ^ °v Y twPC Y'd'3'z{.
} y,rr r ~j @ ~ Yx a~.'i~ ~ r .~.Mo' { ' • F t. S ~ry;A"Yti3~~ f wr r
K`7^b Yw & f r ~e P C k 937 r t 1 " I
ji,~Yh ~t'f .l,(("^~_aka ~ ~ ~ - ti b _ t ; + h+a s 1 y ti N t r
*`A1~~ pa°, r+`'*' ,t + ~p 6 r};"15 i',+ ~ X.:~~ h l"~-'i'~'-", k~M*,a p .7 y• -0 , w
N ~ r7 r alt's n ^ Y d 9 if ~ ~ v 1 ° t°~ ~ r w" wF ~NS:.
t S ~ J Sw•
7~ } 1+ wj a~'~' $ 14~r~if ~ A iCY • r✓~ 'r d p y~.Y + ~ ~i w d r 4 r ~ + d, 1 k ,
r r K' r S^n Y
SC.27' gTATB SALES'TAX ,
This cont'raCt SBeis tied by an orga #atiop which' qualifies j
for exemption pursuant `to the provisions of Article 20.04 (P) of the
.t Texas limited Saps`, Excise AM Ups Tax Act.
f~
F The Contractor pertorrln~ this contract may purchase, rent
brp } lease all materials, supplies``, equipment used or`cons1imed.in the
e foe"nce' of this, contract' by Issuing to his supplit,r an exeOption
, ` exetaption celtitlCate c omplying
certificate in lieu of 'the tax sa'id
With State Comptrollers ruling f4~-947,x:"Any. suc~,,,eXemptiop certifi-
o(+pte Li a ay„tine Contractor in l ku of thb taxi¢¢hpil be subject to
t ie' p 6v' i6t6h9 8f the State' Comptroller's `iuling;,i~.~Mq as amended
to be effectiVe October 20 1968. $
r 8C:28 DURIk'a ~699TRUCTI6N
+
v, Durthg conbtruct^ton of the work,'the Contractor shallt at all
times; keep he site `o! the work and. adjacen$" pr"eyaisas as froe' froei,
tsusterial, debris nk ss iceh if as
in the a I-ab la of tse she r se
from 64, rtion o
emove arch
eoateriai, debris orYX+! *oieh constitutts a pui*ande.n ie,ob~ectionable,
4 The.Contractor ehi remov6 rtYM tk~tf 'bite 'all' of his surplus
11, materials pnd temporary struotures xheh no tuffoe~r;Aeed therbfor developer
a
47
Agftrena i/ stia¢ )tO"I~ to qeatid1L2 ttit of the O_onerAl :.Cogdi-
•tiona Of e6aTegL~. he Wat tV6'4e4t`ences .of sato Stctibn 2:62:are
^ hereby db1-lltQd,:anotrepltce4 rg: z L
Y
Unless 'dtbot
part ieb to thtagree ant thst the,in$ipeer shell furpish Qn site'doiofs~
trgtibn bf corietriiotioh tnoluded herein; xii E41noir'ehili ;ha&V~ tl e
s y tG " }top ;;he xbr~t~"vbenever such etppage ieay be' neae's0sk
authority r}! ,in
t~ niA'b~i~nibrl for the'"proteat'ioti"bf=the interedts blttl Omer ' xt'AX►a11• r`
be<the o plete. responsibf)ity'of the CQntrWor 'to iuperi+tse. and menage
4hie per bone'' °
W~~ S r i t 'r ~ +e a 'r" + 61y
t
All other sentenc is' pQragraphlr' of A-&id „Section "2.Q2."sha11
` Vemain and govern tht Contract he stipulatedq
90 630 E j(+k, CONDITIONS Or, AGRE$MENT r
Refer to 2.03 of, thib "Oeneral Conditions of Agreemept", Delete
this paragraph in its.e tt.rety and 'Substitute therefor the following:
"2OO Opp rtl Miinistrat'ion' off' Copetruction. It !4 agreed
ry' by the Contractor thtt"tha Engineer sball.be and'is hereby authorifted to
appoint from lase to time such re resentatives as the said ineer bit
' t P ~ Y
ll
,
1, +
~ n a.~ ' ~ S 5 V„ e ,Ah y ' w. lsa pf.i ai , °x !a ~~~.L.'r~ 4r ~J.?. e i y Y,` .A ,,w~ iv a ti v♦ w7. x4.N.
ja 1 ~7 f ~ r n e, 'tk 5 +I ~ ~~M h ~ [ i 4 { y~,r , e , die x • r.° ~ y #r'~
p Y ~ j Y t1 ,1, S • ' C', 9 Jf ~'~m •la lyr~ , c i e J .1 i f` ~ 4 ° It tr rdyl Y 'w M ~i(o,
2 i
v ' v f n F r A Js 1 e'4 a f. ~ C 1 :,i i Y, ~ i 5 £ ~1" M. ~ C }x. ,f~~ 'Y f11,y~f ~ ~Y
r `PSI A ~ t,. , w.. i F ♦ d S° 7 l7 d 1 ~i. ~ ~ ~ ~ ~:P ~
1 i ,s r',y l4, n i i r t i' •1 k.i Yv..r c 1•'r 5. f'"Z,
Y~yvxq- C,
.r1'1' F a, a tl a 1`, - i rf. t .1f.3 '1.,
{ ` deem pt`. Ie to int, ct t a ~nate,r3e1 ,tutplobed, aad th~} irnrk `dyne by the,
Conl:rAttoir under ftp ,agrelvreat to`determine that j'ald n~aterin
furnished, and seed"ir~frk isno in sgeordagce vit3y'chs plans snd.epec _
ficatpAe therefor:''~'he ntraetor 6hall furniib 1111 reaeoriable aid and
assiptsnce required b uc r represon stivea tots. the 'proper exa►oination
o! the work. The
,GQn c , etOr shell xegcrd and, obey the' dire`ctloas''and
insto r
ructions of sh t p esentat
ive sa p
and y
And he gccmona ~'b cousistent xith topoiated, vheb.sucb directions
he obligations` of this agreftent
►Y. n8,plsne and specifications, provided, .povevek~,`should
°the`ContYactor bbect to ariy order by said representative,
~ the Contractor
may within six (6) days mace Vritten Appeal to the E sneer for his
decisioa~" .
$G'.3i PXtIN'i' dF ENOINEEii Tc~ MODIFY M lIdDB AND $,QUIP_JOT
~x f
Be scion 2.13.of; the t'ae n
nernl Con
. ditiops Of•Xgreement shah
be deleted.
1W 32 ROTFCTICN AGAINST ACCIDENT,TO EMPIAYEBB AND THE PUBLIO
Tha'lset itatenco'cf Seetion 3.60
of the "4eaeral Conditions
" of Agreement" is hereby prodified to read as follovsr
"Ttie O.~nt°arto ;efnd'his pureties a"i lr nd i! sand sAve
harmleils the:Ovner,'',tbe .169$6egr Ind, ll t`he ~.:oftiotre, agents,, and
emplo gexq 4"rod~ all suits, 1N lone 64 claw of any ehgoaicter, name and
deport t on bro h for p owucouut of 601 a,~uries az+rdataagea reCeiyea ti
4, 4of aqua a r~eb` am pexaifi# or Oreops or pn Itecou'gt~`y ,
t:egli eA Gc r fault o!'0o444,4 bis ent~1 or 4m~p~ ' 'l 0 irin:thalfi
'~K h exebu.ibp c said cQtitrdrt or pn e~`roitn',,the falis;ot t a CoitttACtor• t,
to P" do geepaat barrcA4eif =v4rilin 1igt~ta or tlgn' afsdi
,s ra~uxre ,to `pay .~,iiy' ~Nd~,etit, ,inch hqa, vAieh,rR P tdie~ ~lnatf
the Osor eia/bi''rygtpeet groxi obt' 0 su'q#i; in,~`tixy or, ddpiagd.'1 }
r° Al athet aantenced and ptitagrapss of Ssld.Beption 3e09 sba21
. 'remain' ais•atipul4ted~
` ` OC,33 LI '
UAd€r 'BdAt Q1+' 2.01` 0!1 "(ie
t, ~ etc' Ct
e E. td'Iie of /Igr¢eme`dt
alts the ?irst eeptence ".tJnldas at~hel(tlse. rpaclfied dll,iu+y, 4 ~ad4d
✓,tie11 be furnished by the:Ovner or his rapreaentativgr", add the•t411oWik
sentenc¢r
` it ♦ ~ ' i , ? t 4 r.'°y ~
Ovner wlil furnisti't•'rizo`n6a1.OAd ver;ical,c, rtrgls,frost
vhleh the,Contractor $hail set ligls and grades for construction
BC.34.''Rtit'bTX J,INEB AND ~IOK n~trrp'
r The'wntractor 1kdli,prat6ct {i property'cbrner markees nmt
vhep my suoh'nOkers or monuments 0 ~A~SAngor of being disturbed, they
0611 be
J;oroperiy referenced, and if a,~lst~"lobed ahall,be reset at the
irxpenhs of the Centfactor. f
SC-11
°
a ~f 4. Y. t o
„ y t u x
06
s' ;
w, ~ w a 4 r w
t t.. r ~ R H i Y ~ W F Y eu. t 4 .t ~ t` i ~ w r JM';.
~i.i%~i 4 .:Y fy} J 2 ~ 'ri ~ dl Tat i'.yy4 t {t y.l x ~1 F99 ' i 1 r~~.e je ~a t'i 1 4~ ~ ~~t St t!4 T ~ ~11~ w t Y 7`~'
t
1 spry. v,S J. r ff d tar i~nJ 7' > .r k~~t t tiX rf 1;" a * Y d x q )j s '~j~f wMa ~J,.FLr K,
~ ~~q, h {{,,~¢¢f+'~y ,Grp 'tK u~ e ? %y ~ q h~ ~y" x Y,h rC f y J C "'.A ~ ti 'r
w
EXI1~11if3
,...F . ,r, '
'iFie' plans,. show tt~e 1a4r1tiono of all 'known lbzfaCe arteub-
s,' rfaed atiiuctvres. ,,lion Vero" the ()timer aasueied'no rospanaibility for
failute'to ehoar any or al of cb4ii! structures on the plade,`oti co show
thRm,in,their'exact locations. It is ~iYtually agreed,
p thrtt;sueh failure
' 6ha11 not be considered sufficient basi0 for claims f d
~tdditional coax
ensaEion for extra york or for increasing the pay quan~,itiee in any manner
whatsoever, unless the obstruction encountered is such as to nSceab fate
chi n a in the linen o
provisions for trhich Or Are not or requires the building pt apeolal'work,
t made in the plans and proposal;`-'in viiich case
- the proviaions'in these sprcifications for extra work shall:spply.
Sc.3G 1'ROTBCTIO A1iD -1MF--~t~~TYsAI'PURTNMCW,
N ADJl3S NT 01+ U'T1L2
Durinp;conotruction the'Contractor stia11 be`ree(uired to pro- ai
' sect uttli'ty 4alvep, meters d64 maoholes►~~°~Ahy damage shall be reppired
at the'Contractor'a expense,
The Contractor shall adjust valves, meters and manholes as
' requited to match tha proposed grade,
t No direct. payment shall be medo,foi .this siatk as it Iviii 'be
considered substdiary,to the Various pay items.
SC.3f ACCCSS Td 4J0ININC P>ZOP l:TY ANA KATIVTAXNIti(i Ti:FIC D INC
NO
y
Uuafi~ tha''corisliru¢tior~ of a11'pj~eadea thR wdrknsludina
atJOt bey~er cone ratt0 ~0
-JA sifd pr+pot¢tioit,` 8radin8 ind s b~
i'h og ads and
mbtnei~;;pneft'u tl~an~ the JGdtttraCt'~i!t,~hal pla r
,I
nett traffic o t g ArAEs, or
8 n he`aa~dwajr ss Long iii pota~bts
" fatli ~ittr tha zo lreas, f{f; t~ttllptir.' 1lffing fa pi+iodh} Ens.
f rdway rennQt b'd4 avatble tai`,+'thre~81 tat`fio; the can
' ~ ah~l~ d>•p:Vl,dii ingtesa and egitess tn. residences ~"d eh~rGt+ee~ ~t~t x ,t t~~sd :
a,4' far, ad' is `pfpCtlea~ s►td fhb tontrise tar sh# 1 e><ect ~ili`ttca es
and sighs: to direct traffic to streets adjacent to the pFojet.
NC"38
i r
lot bpziv~s-;~Kd"re putdA orj,M' fha ettil etrd "thy o
k such aeE';bar *064,of
t,~ logs and tea infOZffiattOn 001W~y, thirai ,ia ind %yted '
on the plans iod p;rof les fot~ the if0jeat, Thene b6iinga'shall not
be
a a w«ryr nt
the construed ekbdurf 'r ace and a t o pa~>t of the Owner of the OxaGt, natuke.
qqi t o etip Q
s c 0
n
. 4k df to~twe k#~ Th.hat irtil ba etc tini ur°'#ngf ttie a
th t ~
~ txudt ooo
a oril aaa ' ui e . ! iofpt'%ation,thue furtsished is i~-l inded .
contra,ctot~. id jiking h'is pun ipwstigat ons 'pre
11olnary to submitttog a ptoppeei 'or the Work.
1 ~ ~ i } v r . r ` ` 1:6 rf
R
V
J r j
J
{1' 1 f^,'.. K r t 4 1~ 's• r J.'. F r I i,{;r R
t Y S + Yt~ ru 4 s",,, .,T ill n ~dEf~
Ys_ Y 91w"1 _ R _3. j,y •®'YY3 ~J y
M~ L
A ~
k f 4
\ a s'~} r 1 i It 4J + t Jf r'!.'. FS 2) r i 'P a wi S \ _
~M1 r^. Y^9''~!'M Fa 4 „9Fr~ r r 'A ti9. ~
k 1 `7 Lr I' S d 3u eL n F„Y i, i, gu} +r r'fy1 7 '`S €"1 ft Y FVg i
Tr^~'$'yn~ yr, a+r1R+~'i•!• „ try,.` "iy *r kw } 1J' ++"jt r! i.\ !1r 3 1~
w ai e3 f ,}r 2 i~r 1 {;.?F^F r e. mf f Y'
yng ~„v' ' w~4git" Ntyrr ~•Jq,R'f 4 `~d~ ~,'1~' ' ~ 7 ' ~ , ~ .1 " " f, fie Frr `Y'~i~X,t "~W~a k'
,y J i:✓ a a5 1q 1. y V„~~S ! ..s 1h 19 f! is V~ M .3 r J,E 4 c
,TF ~c .t~,~~ -t a f• n ! Si~iry Y•5
3n .i 9 ~G I r r Y}t Y ~l~'1 1
^A iy F rIl ra r^ 1 V• i ,4 f ;1''Ii a 5 1' r~1~ ♦ /H4 Jr ~a n 14 ''"i.;~ r.~'••,
+rI Lr.. f .
SC. 99 Ed OF MArEAL8
The Co0ract6s shall :furnish all materials for test' which
will be done by the mar,
Tests will be made by the Owner at no expeni+ to thk Con-
tractor, skeept that in the+event a test indicates thAt the_*iiteri6l,does
not melt the,4quiremer+ts of the Specifications, the`Co'ntrattus ehali bear
the east of' that teat.
SCAO ,STAKING. LINES bfiD GRADES
Thm gnginesr v11V f+irn1eh initial hofisontal ind ierticsl'cohtrol
~70i11tsr.+. fhb Conticac or shall'sat constt 14 " 41'sn`stakeO.froit'theeia u6ptr6ls
and will be responsible for the lines and grades of the eonattiuctfon
,
0. t r • a
9 ~ h~ M^ ~ ~ r ~Y i~ r h~I I Pr
ce4r i 1 ~ ^ y'J •7tf
PPC777 f I
14
FS e` S rr +1
Ry Yn f1 1 ' ; Y ; 4
a , .Va 1 t , YV C ,tl it r ~ , n ~Il, • .~~Y
r J , SC-13
l P +'4
'i4i{I" " Ln a` T v > ar ' ? M tp iI kZ
M I' C•' r~. a ! ~ rE~ ~i. F j i f 'c t r•tr
o ,
0
TECHNICAL SPECIFICATIONS
' The following specifications and special provisions are here-
after made a part of these Contract Documents as if written herein in
full.
STANDARD SPECIFICATIONS: The 1962 edition of the Texas Highway
' Department Standard Specifications for Road and Bridge Construction as
adopted by the State Y.ighway Department of Texas, January 2, 1962.
t Item 100 Preparing Right-of-Way
Item 104 Removing Old Concrete
Item 110 Roadway Excavation (120)
Item 204 Sprinkling
Item 248 Flexible Base
Item 260 Lime Treatment for Materials in Place
Item 262 Lime Treatment for Base Courses
Item 310 Prime Coat (Asphaltic Material Only)
Item 340 Hot Mix Asphaltic Concrete Pavement
Item 360 Concrete Pavement
Item 421 Concrete for Structures (Natural Aggregate)
Item 430 Extending Concrete Structures
Item 432 Riprap
Item 440 Reinforcing Steel
Item 450 Railing
Item 452 Removing Railing
Item 460 Corrugated Galvanized Metal Pipe
' Item 465 Pipe Sewers
Item 470 Manholes and Inlets
Item 471 Frames, Grates, Rings, and Covers
Item 479 Adjusting Manholes and Inlets
Item 496 Removing Old Structures
Item 522 Concrete Curb and Gutter
Item 524 Concrete Sidewalks and Driveways
Item 560 Metal Beam Guard Fence
Item 568 Chain Link Barrier Fence
Item 590 Concrete Medians and Directional Islands
o SPECIAL PROVISIONS
' Special Provision to Item 110 (110 001)
Special Provision to Item 248 (248 001)
Special Provision to Item 300 (300 009)
Special Provisicn to Item 340 (340 666 001)
' Special Provision to Item 400 (400 001)
Special Provision to item 401 (401 001)
Special Provision to Item 460 (460 011)
1
0
TS-1
0
-~--r-T
p M .f t. a 7-11-77,
SPECIAL SPECIFICATIONS
' Special Specification Number 700 Traffic Buttons
Special Specification Number 701 Filter Material
Special Specification Number El Signalization
The above listed specification items include those under
which payment is to be made. These, together with other pertinent
items, if any, as may be referred to above or in the specification
' items, and including the special provisions and special specifications
listed above, constitute the complete specifications for this project.
In the adoption of the Texas Highway Department Standard
Specifications as the standard specifications for this project, it is
understood that any reference made to the Texas Highway Department in
the specifications shall be taken to infer the City of Denton, as the
Ourner and any reference that is made to the Engineer shall be taken to
infer Forrest and Cotton, Inc., Consulting Engineers, as Engineer.
' GENERAL NOTES:
Item 110: All excavated material not used in the embankments shall
become the property of the Contractor and removed from the job at his
1 expense.
Items 260 and 262s All lime placed under these items shall be placed by
' the Slurry Method.
Item 360= Transit mix concrete will be allowed only at leaveouts approved
by the Engineer.
Joints 3/8" and less in width shall be filled with rubber joint
sealing compound, Joints wider than 3/8" shall be filled 'with two components,
Class I-A or I-B synthetic polymer joint sealing compound.
The curing machine shall be provided with rubber tires or atifother
' arrangement approved by the Engineer so that the machine will ride over
the monolithic' curbs to allow the curing operations to be either behind or
ahead of the monolithic curb operations as ordered by the Engineer.
' If continuous monolithic curb has to be temporarily omitted for
any r1ason, the Contractor will be required to dowel on the proposed curbs
with 1/2" x 8" dowels on 12" centers cid one Number 4 horizontal bar shall
be placed in the curb and tied or welded to the doweled bars. This
reinforcing; shall be considered subsidiary to the type curb involved.
An approved epoxy resin shall be applied to the pavement to receive the
curb as directed by the Engineer.
1
TS-2
tw
r
r
Item 420: All structures shall receive a Type II burface finish.
Item 411: No painting will be required for cast iron frames and covers.
All inlet and manhole grates and covers shall be tack welded to the
ring or frame with two 1" welds. Payment for welding will be subsidiary
to the pay items.
' Itev, 560: Wooden post will be required for this project and shall be
spaced at 6'-3" maximum.
Item 460: Corrugated steel pipe shall conform to the requirements of
AASHO Designation M-36. In addition, the pipe shall be coated as
required in AASHO Designation M-190, Type A, and shall be lined
on the inside of the pipe so that a smooth surface will be formed
' by completely filling the corrugations to a minimum thickness of
1/8 inch above the crests. The interior lining shall be applied
by a centrifugal or other approved method and shall be free from sags
and runs. The iininp material shall meet the requirements of AASHO
Designation M-190. Pipes that is fabricated with riveted, lap joint
construction shall have the rivets located in the inside valleys of the
corrugationo.
i
TS-3
x nr. r k n 77717'
s °d ,n ' e
' SPECIAL PROVISIONS
' The standard specifications, the accompanying plans, special
provisional contract documents, addenda and special specifications are
essential parts of the contract, and a requirement occurring in one is
as binding as though occurring in all. They are intended to be cooperative
and to describe and provide for a complete work. In cases of disagree-
ment, figutid dimensions shall govern over sca? d dimensions, plans shall
govern over specifications and special provisions shall govern over plans
' and specifications.
Special Provision to Item 110 - Roadway Excavation 110 001
Excavation required for the construction of channels as shown
on the plans or designated by the Engineer will be measured and paid for
in accordance with this item.
No direct payment will be made for the hauling of material as
the haul will be considered subsidiary to this Item.
' Special Provision to Item 248 Flexible Base X2488
No direct payment will be made for stripping or for hauling
of material as these will be considered subsidiary to thls item.
Flexible base shall be a Triaxial'Clase l.0 or better
material and shall be compacted to 431 density.
Flexible base shall be meae`st-nd for payment in its final
' compacted position on the roadway.
S ecial Provision to Item 340 - Hot Mix Ae haltic Concrete Pa ant
340 001
Payment for this item will be made by the square yard of
asphalt placed and of the thickness designated on the plans. Asphalt
' curb will be paid for by the linear foot.
Special Provision to Item 400 - Structural Excavation (400 00I)
No direct payment will be made for structural excavation 4s
structural excavation will be considered subsidiary to the various pay
items.
Special Provision to Item 401 - Sewer Excavation (401 001)
No direct will be
excavation will be c
subsidiary to for
the sewer various vpayoitemssewer
TS-4
4-7
1 1 m', 47.~, 'm 7 17
, ~5 , d r' • ,gyp"
TEXAS 11IGWAY DF.PA6MN1
SPECIAL PRUVISIO,V
TO
ITE'i 3f U
ASPEALTS, OILS Al-'D EAULSIONS
For this project, Item 1,0, "Asphalts,
to Oils and Emulsions" is
clauses cited below except for OA-30 and OA-407 and~for Itemd350'Totrr+ixect
Cold Laid Asphaltic Concrete Pavement" when the material is placed cold and no other
clauses or requirements of this item are waived or changed.
' Article 300.2 efaterials, (1) Oil Asphalt is voided and replaced by the following
except as providcd above:
(1) Asphalt cenerst. The material shall be homogeneous, shall be free from water,
shall not foam when heated to 347 F and shall meet the following requirements;
SU'CCESTED APPLICATION Plant Mix
Mix
Distributor Plant Mir; Plant Heavy)
(Lig~tt) {heavy) (Vet; Heavy)
TYPE-CRAVE AC-5 AC-10 AC-20
Min, tax. Nine Max Min. Max. ,fin$ MAX. Viscosity at 275 F st
okes........ 1.5 - 2,0 -
Vieresity"at 140 F, stokea......., 500 750 3'0 4.0 -
Solubility in CC1 ti 1005 ISUO 2000 3000 4905 E.UDO
4 9945 99.5 99.5
Flasfr Point C.O.C., F0,1,64 375 - 99.5
Ductility, 77 F.05 cm/min., cm.... 100* 425 450
lull 450
Relative ViRCOsity (after oxidatio 105 100 -
13'ulilms for 2 hours at 255 F.,
viscosities determined at 77 F.).. 4.0 4.i 5.0 410
*For AC-5 grade only, a minimum ductility value of 6U cm, at
in lieu of 160 cm, at 77 F. bU F. will be acceptable
Article 300.3 A lication TempereB, is voided and replaced Ly the following:
300, 3 St_ orate, iieatin:, and implication Tem era,turea.
applied at the tcmperaeuro uhiC11 provides proper and uniAsphatic formldistribution9andowithin
practical limits avoid:ug higher temperatures than nacessar .
usually should be obtained within the recommended ranges shown below* tormmaterialashall
be heated above the followir.3 maximum temperatures;
' 1-z
300---009
12-64
TS-5
,y,y a~ ~ p ~ r- tom. • 4 ,1]; << a r~ _,'7Ysa~~~~~,,Y P'i'.) ^'[~o4ti
Application and FA xin
1YPirGPY~I%I; Recommended !Iaximurs heating and
Panne, F. %1lowable, F. Storage,11aximum F.
~ ABC-i 10, 200 4U 275-325 350 400
VA- 30 . . . . . . . . . 4 Ui)- 5U U 500 500
OA-400 22U-3UU 35u 35U
PC-1......... 100-150 175 175
kC-2 125-180 200 200
PC-3 1GU-210 230 230
RC-4 180-240 270 270
ItC-5 215-27U 235 285
tU-150 175 175
C-'1 125-210 24U 240
175-200 275 175
::C-5 225-275 290 290
i0-3 16U-21U 250 250
1*-4 100-150 2]U0 200
im-9 5 . 2 30- 300 32 5 325
110-Special 160-22U 26U 260
Cracked Fuel 011, * 160-220 260 260
Crude uiL 100-150 175 175
to-lUS, 1;A-11M 5U-130 140 140
FA-I►VPS, FA-llS'r;S 110-150 16U 16;3
Cat. blown Ashp..~ 425-475 500 500
Special Precoat llateriai..........e.. 125-2su 275 275 _
Notas heating of asphaltic materiala (except emulsions) constitutes a fire hazard to
various degrees. Proper precautions should he taken in all cases and especially
with RC cut-backs.
Warning to Contractors: Attention is called to the fact that asphaltic materials are
very inflammable. The utmost care shall be taken to prevent open flames from coming
in contact with the asphaltic material or the gases of same. The Contractor shall be
responsibin for any fires or accUents which may result from heating the asphaltic
materials.
300•--009
2-2 12-414
TS-6
TEXAS HIGHWAY DEPARTMENT
SPECIAL PROVISION
TO
CORRUGATED GALVANIZED METAL PIPE
For this project, Item 460, "Corrugated falvanized Metal Pipet', is hereby
amended with respect to the clauses cited below.
Section 460.1, Description. The next to the last sentence In this paragraph
is hereby voided and not replaced.
Sections 460.2 through 460.5 are hereby voided and replaced by the following:
460.2 Materials. The zinc coated iron or steel sheets shall conform to Zinc
Coated (Galvanized) iron or Steel Sheets for Culverts and Underdrains (AASHO
Designation: M 218). All material shall meet the requirements of Zinc Coated
(Galvanized'Corrugated Iron or Steel Culverts and Underdrains (AASHO Designation:
M 36) as to accepted brands, certified analysis, guarantee and rivets.
Throughout this specification where reference is made to "gage" of metal, the
reference is to U. S. Standard gage for the uncoated sheets prior to gal-
vanizing. Tables in AA3HO Designation M,36 and M 218 list thickness for the
coated sheets in inches.
Sampling, testing and inspection of metal sheets and coils used for
Metal Pipe shall be in accordance with Test Method Tex-708-1. Corrugated
' Damaged spelter coating shall be repaired by thoroughly wire ttushing the
damaged area and removing all loose, cracked or weld-burned spelter coating.
The cleaned area shall be painted with a zinc dust=zinc oxide paint conforming
to Federal Specification TT-P-641 b.
460.3. Fabrication. Pipe shall be full --lrcle or arch pipe as designated on the plans.
It may br fabricated with circumferential corrugations, lap joint constructl.on
with riveted or spot welded seams, or may be fabricated with helical corrugations
and a continuous lock or welded seam,
Arch pipe shall be full circle pipe which has been reformed to multi-circle
pipe having arch shaped tops with slightly outwardly centered integral bottoms.
' Pipe shall conform to AASHO Designations M 36 cs to corrugations, dimensions,
riveted seams, resistance spot welded sears, end finish, coupling bands, size
and permissible variations and r,orkmanship and finish.
r In addition to the above, helically corrugated pile shall conform to the
following: Seams shall consist of a continuous lock or welded seam extending
from end to end of each length of pipe section and shall be fabricated in such
A manner that they will develop the full strength of the pipe and lot affect
the shape or nominal diameter of the pipe.
TS-7 464--•011
6-69'
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Folded lock seams or ultrahigh frequency resistance butt-welded seams shall be
used. Folded lock seams shall be formed with sufficient pressure to prevent
any seam slippage that would appreciably affect the load carrying capacity of
the pipe but without damaging the metal to such an extent that a plane of
weakness is created.
Welded seams shall be controlled such that the combined width of the weld and
adjacent spelter coating burned by welding does not exceed three times the
metal thickness. If the spelter coating is damaged by the welding outside
the above specified area, the weld and damaged spelter adjacent to the weld
shall be cleaned and painted as specified in Article 460.2, "Materials."
The manufacturer shall certify that during manufacture the weld was tested for
quality and found satisfactory at the beginning of each shift and also when
a change in thickness of pipe .naterial was made. Any indication of cracks,
skips or deficient welds found thru normal visual inspection will be cause
for rejection, A coating of rust on the bare metal portion of the weld will
not be considered as a defect.
460.4. Selection of Gases. The gage to be provided shall be a 10 gage.
460.5. Coupling Bands. Coupling bands for full circle pipe and pipe arches
shall be made of the same base metal as the pipe and shall be similarly zinc
coated. The coupling bands shall be 16 gage minimum for pipes thru 54-inch
diameter and 14 gage minimum for pipes above 54-inch diameter.
Pipes furnished with circumferential corrugations shall be field jointed with
locking bands. The corrugated bands shall be not less than 7-inches wide
fir pipes through 30-inches diameter, not less than 12-inches wide for pipes
through 60-inches diameter, and not less than 24-inches wide for pipes greater
than 60-inches diameter.
Pipes furnished with helical corrugations shall be field pointed preferably
i with bands v ith projections. The bands for pipe diameters of 12-inches to
54-inches shall be at least 10 1/2-inches wide and for pipe diameters 60-
inches and greater then 16 1/2-inches wide.
The bands shall be connected in a manner approved Sy the Engineer with a
suitable fa9tening device such as galvanized 2-inch by 2-inch by 3/16-inch
angles, or integrally or separately formed and attached flanges bolted with
1/2-inch diameter galvanized bolts, or a wodge lock constructed of the same
gage as the band itself.
r 460.6. Protective Ceotin (a) General. Where conditions warzant, protec--
tive coatings shall be applied to corrugated galvanized metal papa and pipe
arches. The protective coatings shall be indicated on the plans by the use
' of one of the following descriptions, whichever is applicables
Corrugated Galvanized Metal Pipe, or Pipe Arch
(Bituminous Coated)
Corrugated Galvanized Metal Pipe or Pipe Arch
(Bituminous Coated, Paved Invert)
e Corrugated Galvanized Metal Pipe or Pipe Arch
(Asbestos Bonded)
Corrugated Calvaatzed Metal Pipe or Pipe'.Vch
(Asbestos Bonded, POed Invert)
xS-g 460---011
6-69
o n.
(b) Bituminous Coated. Bituminous Coated pipe or pipe arch shall
conform to this specification both as to base metal and fabrication; and
in addition shall be coated inside and out with a bituminous coating which
shall meet the performance requirements set forth herein. The l.Ltuminous
coating shall be 99.5 percent soluble in carbon bisulphide. The pipe shall
be uniformly coated inside and out to a minimum thickness of .05 inch,
measured on the crests of the corrugations.
The bituminous coating shall adhere to the metal tenaciously; shall not
chip off in handling; and shall protect the pipe from deteric:ation as
evidenced by samples prepared from the coating material successfully
meeting the Shock Test and Flow Test in accordance with Test Method
Tex-522-C.
(c) Paved Invert. Where a paved invert is specified, the pipe, in
addition to the fully coated treatment described above, shall receive additional
bituminous material, of the same specification as above, applied to the bottom
qunrter of the circumference to form a smooth pavement with a minimum thick-
ness of 1/8-inch above the create of the corrugations.
(d) Asbestos Bonded. Where asbestos bonded pipe is specified, the
pipe or pipe arch shall be formed from sheets whose base metal shall conform
to this specification. In addition, the sheets shall have been coated with
a layer of asbestos fibers, applied in sheet form by pressing them into
a molten mwallie bonding ;medium. The pipe shall be bituminous coated inside
and out as specified above, if a paved invert is specified, it `shall be in
accordance with the procedure outlined above. The test for spelter coating
required b; this specification is waived for asbestos bonded pipe.
460.7, Construction Methods. Corrugated galvanized metal pipe culverts shall
be constructed from the specified materials in accordance with the following
method and procedure.
r (a) Excavation. All excavation shall be in accordance with the
requirements of Item 400, "Structural Excavation,",axrept where tunneling
or jacking methods are shown on the plans or permitte.',by the Engineer.
When pipesare laid in a trench, the trench when completed and shaped to
receive the pipe, shall be of sufficient width to provide free working
space for satisfactory bedding and jointing through tamping of the backfill
and bedding material under and around the pipe. The Contractor shall make
such temporary provision as may be necessary to insure adequate drainage
of the trench and bedding during the construction operation,
(b) Foundation, The pipe shall be hedded in a foundation of stable
earth material carefully and accurately shaped to fit the lower part: of the pipe
exterior for at least ten percent of its overall height. When requested by the
Engineer, the Contractor shall furnish a simple template for each size and shape
of pipe to be placed for use in checking the shaping of bedding, The template
shell consist of a thin plate or board cut to match the lower half of the cross
section of the pipe. .
TS-9 460-~-031
6-69
Where rock, in either ledge or boulder formation is encountered, it shall
be removed below grade and replaced with suitable materials in such manner
as to provide a compacted earth cushion having a thickness under the pipe of
not less than onehalf inch per foot heig% t of fill over the top of the pipe,
with the minimum allowable thickness of 12 inches and a maximum of 0.75 D, where D
is the diameter of the pipe. Where the soil encountered at the established grade
is a quicksand, muck or similar unstable material, unless other special construction
methods are called for on the plans or in special provision, such unstable soil
shall be removed and replaced in accordance with the requirements of Item 400,
"Structural Excavation."
(c) Laying Pipe. Unless otherwise authorized by the Engineer, the
laying of pipes on the prepare, foundation shall be started at the outlet end
with the separate sections firmly joined together, with outside laps of
circumferential joints pointing ,tpstream and with logitudinal laps on the
sides. Any metal in joints which is not protected by galvanizing shall be
coated with a suitable asphaltum paint. Proper facilities shall be provided
for hoisting and lowering the sectictos of pipe into the trench without damaging
the pipe or disturbing tae prepared foundation and the sides of the trench.
Any pipe which is not in alignment or which shows any undue settlement after
laying, or is damaged, shall be taken up and relaid without extra compensation.
Multiple installations of corrugated galvanized steel pipe and pipe arches shall
be laid with the center lines of individual barrels parallel. When not other-
wise indicated on the plans, the following clear distances between outer surfaces
of adjacent pipes shall be maintained:
i
CLEAR DISTANCE
DIAMETER BETWEEN PIPES PIPE ARCH
OF PIPE PULL CIRCLE AND PIPE ARCH DESIGN NO.
18" 1'-2" 2
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30" 1'-8" 4
36" 1'-11" 5
42" 2'-2" 6
' 481 21-511 7
' 54" V-10" 8
6011-84" 31-2" 9
90-120" 31-5" 10 b Jver
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6-69
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' (d) Connections. Where new culverts are constructed as extensions
to culverts in place or are jointed to existing structures, the construction
shall include all work necessary to provide a proper connection between the
new structure and the old, as indicated on the plans.
(e) Reuse of Existing Headwalls. When existing headwalls and aprons
' are specified on the plans for reuse, the portion to be reused shall be severed
from Ole culvert, and moved to the new position previously prepared, by hoist- {
ing with a crane, rolling, or other approved methods. Connections shall conform
to the requirements for joining sections of pipes as indicated herein or as
shown on the plans. Any portion of headwalls and aprons damaged during the
moving operations by the Contractor shall be restored to their original condition
at his entire expense. The Contractor, if he so desires, may remove and dis-
pose of the existing headwalls and aprons and construct new headwalls at his
own expense, in accordance with the pertinent specifications and design indicated
on the plans or as furnished by the Engineer.
(f) Backfilling. Backfilling for the metal pipe structure is a critical
phase of the construction, and strict adherence to construction methods is
' required. After the metal pipe structure has been o^mpletely assembled on the
proper line and grade and headwalls constructed when required by the plan
details, selected material from excavation or borrow shall be placed along
both sides of the completed structures equally, in uniform layers not exceed-
ing 6 inches in depth (loose measurawnt wetted if required aad thoroughly
compacted between adjacent structures and between the structures and the aides
of the trench or, for a distance each side of the structure equal to the diameter
of the pipe. eackfill material shall be compacted to the same density require-
ments as specified for the adjoining sections of embankment in accordance with
the governing specifications therefor, Above the 3/4 point of the structure,
the fill shall be placed uniformly on each side of the pipe in layers not to
exceed 12 inches.
For backfilling, until a minimum cover of 12-inches is obtained, only hand
operated tamping equipment will be allowed within vertical"planes 2 feet
beyond the horizontal projection of the outside surfaces of the structure,
No construction equipment shall be allowed over the structure until a minimum
12-inches of cover has been placed and compacted.
During the backfilling operations, special emphasis is placed upon the need
for obtaining uniform backfill material and uniform compacted density
throughout the length of the structure so that unequal pressure will be
avoided. Extreme care to to be taken to insure proper backfill under the
structure.
Prior to adding each new layer of loipe backfill material, until a minimum
12-inches of cover is obtained, an inspection will, be made of the inside
periphery of the structure to determine any local or unequal deformation
caused by improper construction methods,
TS-11 460---411
6-69
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SPECIAL SPECIFICATION NUMBER 700
TRAFFIC BUTTONS
700.1 GENERAL
t Traffic buttons shall be provided and installed as shown
on the plans.
700.2 MEASUREMENT AND PAYMENT
Traffic buttons will be measured and paid for by each button
properly placed and accepted.
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SPECI,IL SPECIFICATIONS NUMBER 701
FILTER MATERIAL
t 701,1 DESCRIPTION
Filter material shall consist of hard, durable, clean sand,
gravel, crushed atone, crushed shell or other material acceptable to
the Engineer and shall be free from organic matter, clay balls or other
deleterious matter.
701.2 GRADING
' The percentage composition by weight of the filter material
in place shall conform to the grading in the following tables
Sieve Size Percentage Retained on Sieve
3/4" 0-10
3/8" 15-35
No. 4 35-55
That portion of the filter material passing the No. 4 sieve
shall, be graded as follows!
Sieve Size Percentage Retained on Sieve
No. 4 0
No, 20 35-65
No. 50 75-100
701,3 CONSTRUCTION METHODS
dilter material shall be placed as indicated on tho drawin3s,
701.4 STEEL DRAIN PIPE
Drains shall be provided and placed as indicated on tha draw-
ings and shell be new steel pipe of two (2") inch inside diameter, No
pipe shall be placed closer than five feet from any tranaveree joint.
The price bid for filter material shall include furnishing
and placing steel pipe and no direct payment will he made for steel
pipe.
TS-13
i
701.5 EXCAVATION
' Excavation required for the placing of the filter material
shall be done to neat and accurate lines as indicated on the drawings.
r The price bid for filter material shall include the required
excavation and no direct payment will be made for excavation,
701.6 PAYMENT
Filter material will be paid for by the cubic yard in its
final position.
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TECHNICAL SPECIFICATIONS
SECTION E1 - SIGNALIZATION
L1,1 GENERAL
r The "Special Conditions" and the "General Conditions" Information
to Bidders, drawings and other pertinent documents issued by the Engineer
are a part of these Specifications and shall be comp'ied with in every respect,
' E1,2 SCOPE OF WORK
The work to be performed under this section of the Specifications shall
consist of '-urnishing and installingt
a, Full traffic-actuated controls
b, Pedestriac movement controls
co Traffic signals, standards and mastarma
d. Pedestrian signals and standards
t e, Underground conduits
f, Junction boxes
g. Signal standard and control cabinet anchor
bolts and concrete bases,
h. Loop detectorsi amplifiers and relays
i, Control, signal and power cables,
' The entire installation shall be operable and complete in every respect
and shall be field checked and adjusted by qualified representatives and technicians
of the equipment manufacturer whose equipment is furnished,
it !r ''the intent of these Specifications that all equipment specified
herein or indicated on the plans shall be furnished and installed together With
all necessary wiring, accessories, enclosures, connectors, devices and any other
' appurtenances required by a specific manufacture for the successful operation
of the installation, All equipment shall be installed and shall operate to the full
satisfaction of both the Engineer and the Owner.
r All costs incidental to the furnishing, installation, adjustment and
start-up service of the equipment as shown on the plans and as specified herein
shall be included in the Contractor's lump sum bid for the work covered
by this section of the Specifications.
Specific names used in connection with the materials in this section
are mentioned and are not to be miscoAstrued as to prohibit competitive bidding of
equipment, ne equipment is listed A a standard to assure the Owner of the
quality and operstiott desired. Me, however, implies no right on the part of
the contractor to substitute any other materials or methods without written
approval of the Engineer, The decision of the Engineer shall govern as to vbot
materials say be anbetituted for those specified, but the burden of proof as to
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the quality of any proposed
substitutions shall be upon the Contractor. if
any teats are required to determine equality of materials, such test shall
be made at the expense of the Contractor.
No substitutions shall be considered prior to time of bidding and
the Contractor shall give his base bid on the materials specified. The
Contractor must state with his bid, the equipment manufacturer whose signali-
aation control equipment, traffic and pedestrian signals, and traffic standards
he is bidding. The Contractor shall not substitute other manufacturer's equip-
ment for these items after Owner's acceptance of bids.
Submissions for approval by the Engineer prior to field installation
N shall include (1) Component manufacturing data sheet indicating pertinent data
and identifying each component by Manufacturers' item number and nomenclature
(2) Component drawing showing dimensions$ mounting'snd external connection
details. The data sheet and component drawings shell be submitted in accordance
with the distribution indicated in the General Spacificatton (3) System wiring
schematics required for each component on a single drawing with full description
of operation. Component identification on the schematic shall be as indicated
I above(4) Full controller integrated system airing schematics shall be submitted
on drawings with descriptions of integrated controller system operations.
The schematic and wiring drawings shall be submitted in full, in the
form of four copies each of non-reproducible prints to the Engineer. Follow-
ing approval, the Contrutor shall prepare the required sets of these
schematics for distribution as indicated in the General Specification.
All material submitted for approval shall be contained in one submission.
Partial submittals will not be reviewed.
r Sales bulletins and other general publications accompanying materials
described in the three preceding paragraphs are acceptable as part of the
submittal for approval.
Control equipment and wiring shall be made in accordance with manu-
facturer's recommendations. All control equipment shall be furnished with
any necessary special tpuls for operation, maintenance and adjustment. Three
copies each of the instruction, operational and maintenance manuals shall be
furnished by the Contractor to the Owner prior to installation of control
' equipment.
Separate parts lists are required,
In-
corporate a functional description of the entiretsystemaincluding thelsystem
schematics which reflect any/or all modifications particular to the proposed in-
stallation. Special maintenance requirements particular to the control system
t be clearly defined along with special calibration and test procedures.
El-2
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Special tools, meters, and all test equipment required for perma-
nent maintenance of the control equipment and appurtenance of this division
shall be provided by the Contractor at no additional cost to the Owner for
permanent use by the Owner. This equipment shall include any and all
special connectors, tools, portable test meters, etc., as required for
assembling, disassembling, calibrating or trouble shooting equipment in nor-
mal signalization maintenance work. Costs for these devices shall be included
in the Contractor's bid. Each device to be furnished to the owner shall be listed
on a separate sheet and submitted with Contractor's Bid.
The Contractor shall furnish all labor and install all equipment
and any foupdations. grouting, bolts, anchor bolts, cutes washers, bracing,
supports, clamps, cable trays, conduit, wiring, fittings, terminal cab-
inets, and all other hardware required for the complete operation of
all control equipment in this section. The Contractor shall be responsible
to the Owner for the complete installation and its operation as an integrated
system.
All of the equipment shall be the manufacturer's latest and proven /
design. Specifications and drawings call attention to certain features, but
do not purport to cover all details entering into the design of the signalization
control system. The completed system shall provide all functions required
within the plans and specifications.
All electrical components of the control system shall operate from a
120 volt, single phase, 60 cycle power supply. All electronic components shall
be provided with power supplies for any other voltage or frequency.
' All signalization control equipment shall be factory wired complete,
Including all necessary auxiliary relays so as tc require only field wiring
and connections to the equipment control circuit from field installed equip-
ment or devices either actuated by or furnishing signals to the control equip-
gent.
Should a substitution for other equipment within these Specifications
be accepted, and should the substitute material prove defective or otherwise
unsatisfactory for the service intended and within the guaranty period, the
Contractor shall replace this material or equipment specified by name, at
no additional cost to the Owner.
CIO RULES
The latest published applicable regulations ofi TEXAS MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGNNAYSi National AL ON UNI 0
1 T RR'IC`CONTROL DEVICES FOR STREETS AND ICH1iAYS, Approved By a Amer can
IASSOCiat ono State Hig"way 0 icia sl International Municipal Signal Association,
Inc, Specifications': Institute of Traffic Engineers Applicable Datal other Applicable
' State and Local Codes; ASTH Standardel I,1'.C,E.A, Specifications; N,S,H.A Standards{'
and the National Electrical Couei and all subsequent revisions and amendments
thereto shall be considered a part of these specifications as though fully Written
out, and incorporated herein. In any particular instance where any of the above
cited standards are at variance,`the one which constitutes the highest engineering
standard as determined by the Engineer shall govern.
El-3
E1.4 DRAWINCS
I The drawings indicate the extent and general arrangement of the
various systems. If any departurem from these drawings are deemed necessary
by the Contractor, detailed drawings and descriptions of these departures
and a statement of the reasons for departure shall be submitted to the Engineer
for approval as soon as practicable. No departures from the arrangements
shown on the drawings shall be made without prior written approval of the
Engineer.
The drawings showing the extent and arrangement of the work
of the
particular trade must be used together with the drawing showing the extent
1 and arrangement of the work of the other trades, and this Contractor shall
lay out his work with due cons.'-eration for the other trades and shall be
responsible for calling to the attention of the Engineer any interferences
1 encountered. Such interferences shall be investigated and called to the
attention of the Engineer before any equipment is installed and before any
material Is fabricated. Relocations resulting from interferences shall be
made at no, additional cost to the Owners
Shop drawings and required fielc! drawings shall be submitted
the Engineer for approval and six sets shall be submitted and bear the seal
of a RegiRtered Professional En ineerjor any approved field changes.
E1.5 EXCAVATING AND BACKFILLINC
This Contractor shall do all excavating and backfilling made neces-
sary by his work and all surplus earth which interferes with the construction
of the streets shall b:e removed from the work area by this Contractor, Exca-
vating and backfilling shall conform with applicable section of the Technical
Specifications and drawings.
E1,6 COOPERATION AND C1~EANING Up
This Contractor shall cooperate with the other subcontractors on
the job and arrange and carry on his work In such a manner that none of the
subcontractors doing work covered by other sections of these specifications
shall be hindered or delayed at any time. When his part of the work is
finished, he shall remove from the premises all his tools, machinery, debris,
miscellaneous equipment and obstructions.
ELI CUTTINO AND PATCHING
' This Contractor shall du all cutting and patching made necessary by his
work, but in no case shall he cut through, beyond, or into any areas of curbing
or paving not indicated In the plan without written permission of the Engineer,
The Contractor shall install loop deteutors, underground conduit and function boxes
only in the manner indicated on the drawings unless otherwise approved in writing
by the Engineers
E1-4
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It is the Contractor's responsibility to field inspect all ar a
involved by work to be done in this ro ect e s
p j prior to submittal of his bid.
The Contractor shall include in his base price an adequate sum for cutting
and patching any sidewalks, driveways, streets or curbs required to fully
install all equipment shown on the plans.
E1.8 GROUNDING SYSTEM AND EQUIPMENT
All equipment installed and connected to the electrical system shall
' be properly grounded to the equipment ground. All conductor connections shall
be by means of solderless high-pressure connectors such as a serrated bolted
clamp or split bolt and nut type connectors The grounding wire shall be
' axtended through the standard or control. cabinet foundation to ground rods
and shall not exceed 10 ohms. All controller Cabinets and standards shall
be connected by means of grounding fittings as described above.
No strap type grounding clamps will be permitted. Connections which
require bolting shall be made up with ,Evrrdur bolts, with Everdur washers
and nuts. All connections shall be made only after surfaces have' been cleaned
or ground to expose virgiq metal. After connections are madeo then coat the
exposed metal with silicone varnish, equal to Cornings AX,0991, or 018900
no less than 3 mile thick.
No smaller than i6 soft drawn bare copper shall be used for connecting
the cabinet or standard to the ground rods:.
Grounding conductors shall be annealtd copper. Use two 3/4" x 10'
' coppe veld ground rods for lightning ground with top of rod a minimum of 18"
below grade, The color GREEN shall be reserved and used for equipment ground
ONLY. Install 3/4" x 10' copperweld ground lode for each signal:zation standard
and for each controller cabinet.
E1s9 CONDUIT
these sExcept as oche gisu shown on C4 plans or specifically called for in
P , all electrical e,,gductors shy a be installed in Pittsburg
Standard Rigid Metallic Conduit (for c;"nSuit above ground line), and Pittsburg
Plasti-Con Modified-Styrene, Type 11 Plastic, for all underground conduits
Interior surfaces of rigid conduit shall bt coated, conduit and threads
hot dipped galvanized and hot dipped in zinc chromite, The complete conduit
system shall be protected from corrosions
Each length of conduit shall be marked with the make or tro,,demark
of the manufacturer of the conduits
All conduit shall be installed as a complete syt+tes without wires
ana shall be continuous from outlet to outlet and from fitting to fittings
Threaded joints and waterproof coupling of conduit shall be carefully "made-up"
In such a manner as to insure a tight joint. The entire conduit system shall
be securely fastened into position In a substantial mannet, A run of conduit
El-5
between outlet and outlet, between fitting and fitting, or between outlet
and fitting, shall not contain more than the equivalent of three 90' bends,
including those bends located immediately at the outlet or fitting unless
a conduit fitting (Crouse-Hinds Condulet or junction box) is provided.
' Paint all exposed threads, cuts and abrasions with an epoxy resin paint or
silicone varnish.
Flexible conduit for loop detector circuits shall be weatherproof,
equal to Anaconda's "Sealtite" or "Liquatite" by Electric-Flex Company,
Conduit sizes and types shall be as indicated on the drawings. The Contractor
shall couple all Type 17. plastic underground pipe with cement of the type
1 recommended by the conduit manufacturer. Special attention will be given
to the method of cleaning the end's of the conduits to which the couplings
or adapters are to be attached. The manufacturer's recommended procedures
' shall be rigidly adhered to so that all joints bond properly and permit
positive seals against any entrance of moisture.
The Contractor shall install 110 AWO solid copper (bare or TW insulated)
pulling wire in all conduits installed, for pulling of future cabies'and con-
ductors. This pulling wits shall extend the full length of the particular
cable run (handhole to handhole; handhole to capped end of conduitl capped
end of conduit to capped end of conduits or handhole to controller cabinet
and/or signal standard.)
The Contractor shall use electrical insulating putty (3N "Scotchfil"
Plymouth "slipknot" or Engineer approved equal) for sealing between cable
and conduits inside junction boxes.' The Contractor shall use the equivalent of
a Crouse-Hinds Type COB watertight connector for loop cable exits from
flexible conduit to A irect burial adjacent to the backside of curbse
The Contractor stall encase with concrete all conduit which crosses stresta 'fo a
minimum of one foot beyond the back sides of curbs. The Contractor shall Install
all junction boxes in.conerete as indicated in typical Dra;+ings Wlt~ln the Plans.
All junction boxes shall be installed level with encasement at top of box.
91410 WIRE AND CABLE
1 All multiconductor (two or more conductor) signal cables shall be
constructed to the latest •avised issue of International Municipal Signal
Assocts.tion, Inc. Spectf A on No. 20-1, 19670 P l eth lens Insulated col eth lone
Jacketed Signal Cabla d ,•ecification Noe 19-1, 1967p " th ens nsu ate
Polyvinyl Chloride Jacketed Signal Cabla. The construction requirements s al
' include the conductor ass..iA ly, color coding, voltage tests, fillers, insulation
type and thickness, overall jacketed type and thickness, and identification.
The Contractor snall provide the ingineer with the cable mahutacturerle'inspection
and test reports on the cable to be installed prior to inatellation, If the
' cable inspection and test eoports do not conform to requirements of the I.M.B.A,
specification, the viable will cs rejected and the Contractor will be required
to provide cabin which does confo u to the Specifications. The Contractor
shall assume full reeponsiblity for orovidinS the cable 'which does most
Specifications. Each multiconduetor cable installed shell contain a minimum of
2 apart: conductors.
E1-6
' 7
All signal cables shall be copper and shall be 014 A.W.C. or
larger in size, with minimum service insulation voltage rating of 600
Volta, 60 cycle, A.C.
Individual loop detector extension conductors from the individual
loop detector unit cabinet terminal blocks to that loop's junction box
shall be two conductor, 014 A.W.C., stranded polyethylene insulated with
tinned braid shield, and vinyl jacket Belden 08720 or Engineer approved
' equal. It is understood that a manufacturer may of extension wire. In those cases where the manufacturerasdrecommendations
conflict with the specifications, the manufacturer's recoo_mendations
complete with experience sheets shall be subject to the Engineer's approval.
Ground the shield at the detector unit cabinet.
The conductors used for the individual loop detector within the
street and which shall be spliced into the loop detector extension wire
at the junction box adjacent to the street loop shall be bangle conductor
i14 AsW.C, copper wire with 3/64" thickness, 600 volt A.C., rated
polyethylene insulation, Any substitution for this item requires Enpfn;er's
written approvals The conductor shall be double looped within the rcreet
and the two ends shall be twisted and installed in the street cut from the
loop to tho junction box. Instillation shall be as shown on the clan
drawings, Spli,ing shall be done only inside the junction box and the
conductor forming the loop shall be one unsoliced, continuous length of
cable.
E1.13 SIGNALIZATION CONTROL VA's-PHENT
A. GENERAL
This portion of the specifications details full traffic
actuated traffic control equipment for the operation of traffic signals
at intersections where detectors may be used in all of thl..'signalized
approaches, All controls shall be "full-actuated": The equipment shall
be complete in every respect and shall perform after installation to the
full Satisfaction of the Owners
The following definitions of terms shall apply to these specifications:
(1) The "Change Period" for any street is considered to be the
clearance interval immediately following the "go interval" for that street
' regardless of whether the clearance indication of the particular signal
color sequence involved is yellow or some other clearance indication.
1 detectors)andhpedestri•Dntpushrbuttena by which considered the mechanism,ecanhbele loop
actuated,
' (3) "Actuation" shall be considered to be the result of operating
any detector.
All control equipment shall be of-modular, solid states volume density
El-1
.
design and all modules shall be "plug-in" removable, with factory
wired receptacles.
B. ELECTRICAL REQUIREMENTS
The controls shall be designed to operate from a 115 volt, 60 Ha,
ascot Single phase alternating current source. The timing shall be effected
by solid ntate electronic circuits and the control shall contain no continuously
' rotating parts. Any part which makes more than one-half a revolution during
one traffic cycle shall be considered to be a continuously rotating part. Any
mechanism used exclusively for flashing indications shall likerise meet
this requirement and shall be solid state with no moving parts.
The equipment including detectors but exclusive of signal lights shall
have an average power demand not to exceed 75 watts under maximum continuous
' operations
The voltage on vehicle detectors and pedestrian push puttons shall
not exceed 12 volts.
The control shall be so designed that all connections to the control
from the housing terminals of field wire connections to detectors, signalst
power supply, etc,, can be made by inserting the controller multi-terminal
plug into the plug receptacle incorporated in the factory wired control
rack,
Cs MECHANICAL RF.Q~ UIREHENTS
All door bearingao locket or other cabinet moving parts shall be
of such design that lubrication at one year intervals shall be sufficient
to assure operations Oil wells which will spill if mechaniaum is moved from
normal position will not be accepted,
The encased - control mechanism shall be enclosed in a cast metal
housing which as the following requirements:
(1) It shall be oust-proofed by a coat of iron oxide paint except,
where made of nof.i-terroua metal and all exposed parts shall be attractively
and durably finished.
(2) It shall include a standard switch and fuse and insulated termi-
nal block for field cable connections.
(3) It shall be provided with accessories for attachment to metal
poles where site of cabinet permits. If the cabinet is too large, in the,
opinion of the Engineer, for pole mounting, it shall be provided with anchor bolts,
and foundation.
El-8
Err
1 Ti r~ 1• q !T36 YM' SJ t A Jn.
(4) The cabinet shall be provided with a locking mein door
which opens to expose all internal modules or components. Within the
main door, a police door will be provided. The police door shall provide
policemen or other authorized personnel access to any switches and plug
devices required for cord and switch manual actuation of traffic signals
or initiation from normal operation to flashing operation, without ex-
posing the internal control parts to them. This shall deter persons other
than authorized maintenance personnel from adjusting any internal equip-
ment within the confines of the control cabinet.
(5) Each door shall be securely gasketed to protect the mechanisum
against dust and moisture.
(6) A flexible connecting cable shall be provided for making con-
nections between the control mechanism and the housing terminals. This
connecting cable shall be provided with terminal lugs for connecting to
the housing terminals, and a multi-terminal plug for connecting to the
control.
(7) All conductors terminating on a terminal block shall be identified.
' D. THREE PHASE,` FULL-TRAFFIC-ACTUATED CONTROLLER
A three phase, fully-actuated controller shall be installed on
the northwest corner of the intersection of Coggress and Carroll Streets,
as indicated on the plans. The controller cabinet shall be pole mounted.
The controller shall receive signals from loop'derector arplifiers within
' this cabinet and loop detector amplifiers located in a separate cabinet
at the intersection of Parkway and Carroll Street as indicated on the plans.
The controller shall be equipped with adequate solid statA load relay cap-
acity to serve traffic signal lights at both intersections.
The call from actuation of the loop detector circuits at either
intersection on a particular phase shall be relayed to the phase controller
of the presence of traffic and shall in turn activate the respective con-
troller for its sequence operation.
The control shall be designed to include the following characteristics:
I
(1) Right-of-way shall not be given to any street without
actuation thereon, and in complete absence of traffic at the intersection
' right-of-way shall remain on the street were it was last `ssigned, both
of the foregoing provisions, however$ being subject to the exception that
recall switches shall be provided within the controls which may be turned
' on if desired to cause the right-of-way to revert to env selected street
regardless of absence of traffic thereon.
e (2) The actuation of a detector on any street while the right-of-way
is on nn opposing street shall, after the proper Change interval, cause the
right-of-way to be transferred to the street from which the call
1 El-9
1
> pr.1 t tie C l t 'r u`, 1 i C.. 1 y r
was received subject 0 the provisions of other paragraphs in this
section referring to the transfer of right-of-way.
(3) The transfer of right-of-way from any street as specified
in paragraph 2, shall not take place until after the green signal has
remained on that street for at least a Minimum Initial Interval as set
on the dial panel.
(4) The transfer of right-of-way from any street as specified
in paragraph 2, shall take place immediately if there has been no
call from that street for more than one Passage Time Interval orior to the
call from the opposing street subject, however, to provisions of
other paragraphs in this section of the specifications.
(S) Each vehicle crossing a detector and approaching the inter-
section on a green signal shall initiate one Passage Time Interval from
the instant of its actuation. Should transfer of right-of-way occur
while a Passage Tice Interval is unexpired, the right-of-way shall be
returned at the next opportunity in tFq cycle, without the necessity of
further actuation.
' (6) Calls initiated by a number of vehicles while the red signal
is being displayed to those vehicles, shall store the calls in the
controller memory system and shall automatically increase the Minimum Green
Interval indication next shown to that street to a time hufficient to
clear all of eat.'. actuating vehicles through the intersection, except
that under no conditions shall th minimum green indication be of leas duration
than the Minimum Green Interval.
(7) Cale initiated on a street which has the red signal shall
initiate the timing of a Maximum Green Extension Interval for the street
with the green signal, at the expiation of which right-of-way shall be
transferred to the waiting vehicle or vehicles.
(8) Calls initiated on a street which has the red signal
shall cause ,.'time rated reduction of the Vehicle Interval on the street
having the green signal.
(9) The controller shall be so designed that vehicle detectors or
pedestrian pushbuttons may be connected to permit actuation, by vehicles
or pedestrians respectively.
' (10) The controller shall be equipped with a special yield circuit
for each phase by means of which the green signal can be held for a pro-
longed minimum on a selected phase so that special consideration can be
' given to pedestrians or other special clasess of traffic.
(11) Means shall be provided to permit the timing functions of the
' controller to be suspended temporarily for the purpose of adding extra
intervals etc, with auxiliary equipment, without interfering with the
functions of the controller governed by accumulating calls during such
suspension of timing.
' L1-10
~'T4.'g75 ra ~:Y 9~'~~ T~"ae j i% T.~ FN• ;f _
1
' (12) A check circuit shall be provided which shall indicate
the presence or absence of stored calls on either of the phases
which do not have the right-of-way.
(13) 'timing: All intervals shall be individually adjustable.by
means of indicating type knobs or dials mounted on the timing panel of the
controller. Changing the timing of one interval shall not change the timing
of any other interval.
a. A dial shall be provided for each phase for adjusting the length
of the Clearance Interval following the green right-of-way period. This
1 dial shall be calibrated from 1 to 10 seconds and shall be adjustable
to all points within said limits.
' b. A dial shall be provided for each phase for adjusting the
length of the Minimum Green Interval. This dial shall be calibrated from
0 to 30 seconds and shall be adjustable to all points within said limits,
c. A dial shall be provided for each phase for setting up the
number of calls before the Minimum Green Interval Control begins
its increase. This dial shall be calibrated from 5 to 90 seconds and shall
t be adjustable to all points within said limit. This dial shell establish
the number of vehicles to produce the upper limit of the varinble initial
timing.
d. A dial shall be provided for each phase for adjusting the
length of Maximum Green Extension Interval after actuation on the opposing
phase. This dial shall be calibrated from 10 to 120 seconds and shall
be adjustable to all points within said limitss
s. A Recall Switch shall be provided for each phase,
f. A dial shall be provided for each phase for adjusting the incre-
ment of green light extension for each approaching vehicle. This dial
shall be calibrated from 0 to 20 seconds and shall be adjustable to
all points within said limits.
g. A dial shall be provided which determines the upper limit
to which the initial interval may be expanded to the number of waiting y
vehicles. The timing range shall be fully adjustable throughout the !1
range of from 2 to 60 seconds.
h. A dial shall be provided for each phase to adjust the low
limit to which the Vehicle Interval (gap) can be reduced by the length
' of time one or more vehicles have been waiting on the opposing phase.
This dial shall be calibrated from 0 to 10 seconds and shall be adjustable
to all points within said limits.
L t E1-11
r
-77
r. r
r
H
~B - OA QJB AA
0C ~oC CARROLL ~C -~~-dC
OA OA OB
OB
PHASE 1
(OA MOVEMENT ONLY)
i
j
CARROLL ,
_I
PHASE 2
(08 H)VEMENT ONLY)
I
1
' CARROLL
Required Overlap This
~j Lane Only
I
PHASK 3
(00 AND LOHBLAANE OF dB
' AT CARROLL AND PARKWAY) 1
E1-12
to A dial shall be provided for each phase for adjusting
the seconds waiting which will cause the Vehicle Interval (gap) to be
reduced from maximum gap value to its low limit as met on the dial. This dial
shall be calibrated from 20 to 120 seconds and shall be adjustable to
all points within said limits.
j. A dial shall be provided with a fully adjustable time range
between 0 to 10 seconds to time the transitional Interval at the end of the
green interval.
(14) The controls shall be so designe,: that variations of plus or minus
' 15% in the line voltage, or ambient temperature variation between minus
30 degrees and plus 165 degrees Fahrenheit shall not change the interval
timing by m,)re than 5%. The equipment shall operate in the manner shown
in the following phase diagrams.
' (15) The detectors for this controller are covered under a
succeeding partof these specifications. The controller shall be manufactured
' by either Automatic Siqnal, a Division of Laboratory for Blectronica. Inc.
(liodel'Humber T-8285R) or Crouse-Hinds (Series SFT2). The controllers
shall br, furnished with solid state flashers, power supply and solid state
timers, solid state load relays, and loop detector units, sp•_.e terminal
blocks for external wiring, fuse blocks, internal wining plug-in harnesses
and frames. The overall cabinet shall be waterproof gasketed and shall
contain hubs for conduit entrances to cabinet (16) The controller shall be equipped with a phase conflicting
checking device which shall sense conflicting green signals and immediately
provide a flashing operation.
(17) The controller equipment shall be so designed that it will
permit the overlap of phases to the extent shown on the phase diagrams.
E. FOUR PHASE, FULL-TRAFFIC-ACTUATED CONTROLLER
(1) GENERAL
A four phase, full-traffic-actuated controller shall be
' installed on the northwest corner of the intersection of West Oak and
Carroll Streets es indicated on the plans. The controller cabinet shall
be pole mounted. The Controller shall receive calls of loop detector
amplifiers within this cabinet from vehicular actuations of loops at
this intersection and calls from loop detector amplifiers located in
a separate cabinet at the intersection of Hickory and Carroll Streets
as indicated on the plans. The controller shall be equipped with
adequate load relay capacity to serve traffic signal lights at both
intersections.
1 E1-13
Actuation of. L)op detector circuits shall signal that phase
controller of the presence of traffic and shall in turn activate the
controller for its respective sequenced operation.
(2) Equipment Timing and Function Requirements
The control shall be designed to include functions of all portions
of E1.13 d(1); (2); (3); (4); (5); (6); (7); (8); (9); (10); (11);
' (12); (13); (16); and (17)
(3) Operational Characteristics
' The controls shall be so designed to provide timing variations
not to exceed 5 percent maximum between ambient temperature ranges of minus
30 degrees to 165 degrees fahrenheit.
The equipment shall operate in the manner shown in the following
phase diagrams.
r
0
0
R~-14
A~ T$
1
W i~/.lf
I
!6 A4
1
1fdA2 ~ J 0A2
CARROLL STREET O B2
-Ot -4
p Al' ~ p Al
FO A3
PHASE 1
(MOVEMENT ON Al AND OA2)
L I ,overlap
~J
~ I
tom- CARROLL STREET
overlap
PHASE 2 r
(MOVEMENT ON OBI, OB2 AND ONE I 1
' LANE EACH FOR RIGHT TURN ONLY
OF OA1 AND OA2 OVERLAP)
a CARROLL STREET
' overlap PHASE 3
(MOVEMENT ON OA39 OB1 AND ONE
LANE FOR RIGHT TURN ONLY ON
O p1A1 OVERLAP)
overlap
J
__y CARROLL STREET
' PHASE 4 j
(MOVEMENT ON OA4, OB2 AND ONE I I
LANE FOR RIGHT TURN ONLY ON
' OA2 OVERLAP)
EI-15
' (4) The detectors for this controller are described in a succeeding part
of these Specifications. The controller shall be manufactured by either
Automatic Signal, a division of laboratory for Electronics, Inc. ("Traff--(1-Matic"
modular solid state multi-phase traffic signal controller, Series PC with
SCR-4 assemblies) Crouse Hinds (modular solid state Series SU2 combination
assembly) or Cammatronix (modular solid state type TC-820 modified to
accommodate required operations). The controllers shall be furnished complete
with solid state flashers, power supply, and solid state timers, solid state
load relays and loop detector units, spare terminal blocks for external
wiring, fuse blocks, internal wiring, plug-in harness and frames. The overall
cabinet shall be waterproof gasketed and shall contain hubs for conduit entrances
to cabinet,
f, Eight Phase Full-Actuated Controller
t (1) -ineral
An eight phase quad-left turn with pedestrian movements fully-
actuated controller shall be installed on the north aide of University Drive
west of the intersection of University Drive and Carroll Street. The
controller cabinet shall be pad-mounted as shown on the drawings.
The con-
troller shall receive both vehicular and pedestrian actuations at the
intersection from either loop detectors and detector unite, or from pedestrian
push buttons.
The control unit shall include a conflicting green (fail-safe)
monitoring unit and shall operate with a 5% maximum or 1/2 second time
variation from minus 30 degrees to 165 degrees Farenheit ambient temperature
inside the cabinet or + 10% voltage variations from a 115 volt, 60 HZ single
phase supply source. The unit shall be equipped with eight phase modules,
four phase sequence uniia, two interval sequence units, detector units,
' flasher, power supply, timers, fuse protection, solid state load relays, plug-
in connector mounting frame, and cabinet complete with all factory irternal
wiring and terminal blocks for all external wiring,
' The C-)ntractor Khali determine cabinet pad and servicing pad
overall dimensions after receiving certified prints on actual cabinet dimen-
lions. He shall provide pad external dimensions which incorporate dimensions
of the pad beyond the cabinet at shown on t&. pad drawing in the Plans.
The cabinet shall be so located that its presence will not inter-
fere with motorists vision of oncoming side traffic. The cabinet shall be
installed with the door opening to the property side of University Drive.
e. Equipment Timing and Function Modules
The Phase Timing Mo<*,jles, Interval Sequence and Phase Sequence Units
shall be separate plug-in modules. Similar plug-in assemblies shall be inter-
changeable between controllers. Each grouping of components as a printed
circuit assembly in the plug-in units shall have a design life assuming 24
hour per day continuous operation of 5 years. Printed circuits shall be of
' epoxy glass with extra heavy (2 ounce or better) copper track.
' EI-16
The Phase Timing Modules, one for each phase, shall contain the
timing dials of the controller. The Interval Sequence Units shall determine
the order of and control the timing of the various intervals in the Indivi-
dual Phase Timing Modules. They shall also contain the Interval indicators
common to all Phase Timing Modules. The Phase Sequence Unit shall establish
' and control the order of operation of the Phase Units.
All timing circuits shall consist entirely of solid state, elec-
tronic circuitry. No vacuum or gaseous tubes or electromechanical device
shall be used in any timing circuits.
Switching functions shall be a^complished through the use of
solid state electronic circuitry. No electro-mechanical devices, such as
camshafts, rotary, stepping or line switches shall be used for switching
functions. (This also applies to E1.13d and a of these Specifications)
' Solid State Signal Light Switching Assemblies shall be used for
opening and closing signal light circuits. Solid State Signal Light
' Switching assemblies used for this purpose shall be external to the controller
and shall be jack-mounted.
' All components shall be amply derated with regard to heat dissipating
capacity and rated voltage so that, with maximum ambient temperature and maxi-
mum applied voltage material shortening of life or shift in values will e,)t
occur.
The circuit reference symbol for each component part shall be
clearly marked.
All components shall be individually soldered directly to the
printed circuit boards.
(a) Phase Sequence Units
The phase sequence unit shall establish and control the order and
operation of the Phase Timing Modules in accordance with the Operational
Requirements specified in a succeeding portion of these Specifications.
It shall be possible to omit any phase, or phases, for which there is no
demand.
The modules comprising the Phase Sequence Unit shall be inter-
changeable with the corresponding modules of controllers of parts E1.13,
' d and a of these Specificaticns.
(b) Interval Sequence Units
t The Interval Sequence Unit shall determine the order of and
control the timing of the various intervals in the individual Phase Timing
' Modules. The actual timing of the intervals shall be done by the Phase
Timing Module, but the Interval Sequence Unit shall determine the order
of intervals, f,e.: Valk, Pedestrian Clearance, Passage, Clearance, etc.
It shall be used with Phase Timing Modules providing Variable Initial and
' Gap Reduction features.
El-17
All circuits shall ,onsist`of entirely solid state 'electronic
circuitry. No vacuum tubes, gaseous tubes, or electro-mechanical
devices shall be used in any circuits.
All components shall be individually soldered directly
' to the printed circuit board.
The Interval Sequence Unit shall contain the indicator lights
that are common to all Phase Timing Modules.
Termination indicator lights shall be illuminated to signify
termination of the following intervals: i
Interval Timer - Indicates termination of any interval
not specifically provided with termination indicator.
Variable Initial - Indicates termination of Variable Initial
Interval.
L Cap - Indicates termination of acceptable gap.
Maximum - Indicates termination of Maximum Green
Interval.
Interval indicator lights shall be illuminated to show the interval
of any Phase Timing Module currently in effect. Intervals so indicated shall
bet
1 Green 0.1p
Walk
Pedestrian Clearance
$ Initial
3 Passage
$ Prep
T Yellow Clearance
T All-Red Clearance
I Transfer
All indicator lights shall have a minimum design life of 20,000
hours at rated voltage.
The Interval Sequence Unit shall be 2-1/4" wide by 10-5/8" high.
The Interval Sequence Unit shall be interchangeable with all
other Interval Sequence Units in any control assembly without taking any
wiring changes and without any lose of timing function.
The Interval Sequence Unit shall provide last car passage
timing for those Phase Timing Modules under its supervision that contain
1 gap reduction timing features.
The Model Number and Serial Number shall appear on each interval,
Sequence Unit.
' E1-18
C, h u
. fm
Each Interval Sequence Unit shall be associated with one left turn
phase and its conflicting through phase on each street to provide concur-
rent timing of non-conflicting Phase Timing Modules.
The Interval Sequence Units shall be interchangeable with the
corresponding modules of controllers of Parts E1.13 D and E of these speci-
fications.
(e) Phase Timing Units
1 One type of phase timing module shall be a Type VIII Transistorized
Phase Timing Module providing Variable Initial, Cap Reduction and Integral Pedestrian
features for one intersection movement and used in conjunction with vehicle
and pedestrian detectors. The Phase Timing Module, when used with other phase
Timing Modules, Hain Frame with Power Supply, Phase Sequence Unit, and
Interval Sequence Unit, shall form a controller for traffic control at an
intersection. The Phase Timing Module shall contain all vehicular and
pedestrian circuits and timing functions for one movement or phase.
The Phase Timing Module shall contain individual timing dials for
the control assembly, Concentric timing dials shall be prohibited, Use of
one dial to set the timing of more than one interval shall also be prohibited.
All circuits shall consist entirely of solid state electronic circuitry, No
vacuum tubes$ gaseous tines or electro-mechanical devices shall be used in
any circuits. All components shall be individually soldered directly to the
' printed circuit t,oards.
The Ph,Ase Timing Module shall provide for the setting up of each
interval or period by means of a positive setting on a calibrated dial, All
continuously variable dials shall be linearly calibrated over their entire
range,
M The timing dials shall be on the front of each Phase Timing Module,
They shall be easily identifiable, color coded and it shall not be necessary
to remove or chaole wires or contactso or to use tools of any kind, in
making interval adjustments,
The function and range of adjustment of the timing dials of the
Type VIII Phase Timing Module shall be approximately as followsi
Minimum Initial 0 to 10 seconds
No. of Actuations to give
Variable Initial Set Below 5 to 90 actuations
Passage Time 0 to 20 seconds
Time to Reduce to Minimum
Cap Set Below 20 to 120 seconds
E1-19
r
rt
Minimum Gap 0 to 10 seconds
Maximum Green 10 to 120 seconds
Vehicle Clearance 0 to 10 seconds
All-Red Clearance 0 to 10 seconds
Walk 2 to 30 seconds
Pedestrian Clearance 2 to 60 seconds
The type VIII Phase Timing Module shall contain a four position
Recall Switch, mounted on the front panel.
With the Recall Switch in the OFF position, the Phase Timing
Module bball function normally, with the right-of-way being transferred to
the Phase Timing Module only upon vehicle actuation.
With the Recall Switch in the "VEH. ON" position, the effect of
a single vehicle detector actuation shall be attained, causing the right-of-Way
to be automatically retailed to the phase.
With the Recall Switch in the "FED ON" position, the efitct
of a single push button actuation shall be attained, causing the right-of-way
to be automatically recalled for both vehicles and pedestrians to Ehat
phase.
The Phase Tilting Modules shal.) cunta±n inatcator lights to indicate
the tollowingt
rdIS PHASE NEXT Illuminated when the Phase Timing
r Module will be next in the rotation
of phases.
THIS PHASE Illuminated when the Phase Timing 1
Module is timing.
VEH. CALL Illuminated when .a vehicle call
to registered ars6 any other Phase
Timing Module is timing.
VEH. ACTUATION Illuminated maltentarily upon each
vehicle actuation.
PEDs CALL Illuminated upon receipt of pedestrian
actuation, Remains illuminated until
assocl&ted Walk Interval Is Introduced,
then remains dark during Wilk Interval.
Ei-20
r
V,
In addition to the indicator lights on the Phase Timing Module,
the ass^ciated Interval Sequence Unit shall contain termination and inter-
val indiLJtors to indicate interval in effect and terminatioxi,of all
intervals. All indicator lights shall have a design life of 20,000 hours
at rated voltage.
a Type YI11 Phase Timing Module Operations
Right-of-way shall not be given to any Phase Timing Module without
actuation thereon, and in complete absence of traffic, right-of-way shall
remain on the Phase Timing Module where it was last assigned, both of the
' forebeine provisions, however, bolag subject to the exception that a recall
switch shall be provided which may be turned on if desired to cause the right-of-way
to revert to any selected Phase Timing Module despite the absence of traffic
' thereon.
The actuation of a detector or push button on any Phase Timing
Module while the right-of-way is on an opposing Phase Timing Module shall,
after the proper clearance period, cause the, right-of-way to be transferred
to the Phaso Timing Module from which the' actuation was received, subject
to the provisions of other paragraphs its this section referring to the trans-
fer of right-of-way.
The clearance period for each Phase Timing Module shall consist
of tvo separately timed intervals of preset duration, namelyi Vehicle Clearance
(yellow) and all-red Clearanceo
The all-Red Clearance Interval of any Phase Timing Module may be
omitted by turning the timing dial on that Phase Tieing Module to its
lowest position.
The transfer of right-of-way from any Phase Timing Module,aa
specified above, rhatll take place only after the green signal has remained
on that Phase Timing Module for at least a pre-determtped minimum period.
If actuation to by vehicle only, the minimum grean interval shall
consist of sp Initial Interval and one Passage Time. With s pedestri;t,
or pedestrian and vehicle call, the minimum green shall costeist of the sum
of the Walk Interval Pedestrian Clearance Interval and, one Passage Time.
Each iaterval'ahali Lve its own separately adjustable timing dial.
Actuation of a vehicle detector during the Passage Time portion of
the right-of-way, period for tlae Phase Timing Module in effect shall cause the
right-of-Rtsy to remain with that Phase Timing Module for as additional Passage
Time tirod from the moment of detector actuation,
Successive push button actuations shall not cause extension of the
pedestrian walk Interval
i .
E1-21
77 77
77-7
r
The transfer of right-of-way from any Phase Timing Module shall
take place immediately if there has been no actuation on that Phase Timing
Module for more than one Passage Time Interval prior to the actuation of one
of the opposing Phase Timing Modules subject, however, to provisions of other
paragraphs in this specification.
Each vehicle crossing a detector and approaching the intersection
' on a green signal, shall initiate one Passage Time Interval from the instnnt
of ita actuation. Should transfer of right-of-way occur while the Passage
Time Interval is unexpired, the right-of-way shall be returned at the next
opportunity in the cycles without the necessity of further actuation.
Detector actuation on a Phase Timing Module which has the red
signal shall initiate the timing of a Maximum Green Interval for the Phase
Timing Module that presently has the right of way, at the expiration of which
the right-of-way shall be transferred to the waiting vehicle or vehicles.
i
The initial interval for each Phase Timing Module shall vary
betwebn a minimum value and a maximum value, depending upon the number of
actuations accumulated during the time the Phase Timing Module is :ed.
Detector actuation on a phase Timing Module which has the red
signal shall cause a time rated reduction of the allowed gap on the Phase
Timing Module that presently has the right-of-way.
Successive detector actuations spaced less than the allowed gap
in effect shall retain the right-of-Way, but not longer than the Maximum Green
1 Time as set on the Phase Timing Module.
When the right-of-tray is transferred by expiration of the Maximum
Green period, the right,of-way shall be returned to that Phase Timing Module
at the next opportunit;+ ~n the cycle.
Actuation of A pedestrian push button during a pedestrian clearance
1 interval, or at any other time while the pedestrian "Don't Walk" signal is
being displayed shall be stored in the memory system so that the pedestrian
"Walk" indiction will be accorded at the next opportunity in the cycle of
the controller.
In the event of a registered pedestrian actuation on a selected
Phase Timing Moduli with no demand for pedestrian or vehicular right-of-way
on any other Phase Timing Modules the controller shall be capable of recycling
and providing pedestrian and pedestrian clearance intervals on that Phase
Timing Modules Associated with said pedestrian intervals, the pedestrian signal
O indications shall tie accorded in the same manner and with the same functional
treatment as described in the above paragraphs.
■
E1-22
The controller shall have on output circuit to control flashing
' the pedestrian signals during the Pedestrian Clearance Intervals.
.if The second type of Phase Timing Module shall be a Type V
transistorized Phase Tiling Module providing Variable Initial and Cap
Reduction timing for one intersection movement and used in conjunction with
vehicle detectors. The Phase Timing Module, when used with other Phase
Timing Modules, Main Frame with Power Supply, Phase Sequence Unit and Interval
Sequence Unit, shall form s controller for traffic control at an intersection.
The Phase Timing Module shall contain vehicular circuits and timing functions
for one movement or phase,
The Phase Timing Module shall contain individual timing dials
for the control assembly. Concentric timing dials shall be prohibited.
Use of one dial to set the timing of more than one interval shall also be
prohibited. All circuits shall consist entirely of solid state electronic
circuitry. No vacuum tubes, gaseous tubes or electro-mechanical devices shall
be used in any circuits. All components shall be individually scIdered directly
to the printed circuit boards.
The Phase Timing Module shall, provide for the setting up of each
interval or period by means of a positive setting on a calibrated dial. All
continuously variable dials shall be linearly calibrated over their entire
range.
The timing dials shall be on the front of each phase Timing
Module. They shall be easily identifiable, color coded and it shall not be
necessary to' remove or change wires or contacts, or to use tools of any kind,
' in making interval adjustments.
The function and range of adjustment of the timing dialu of thsC t'
Type V Phase Timing Module shall be as follows
Minimum Initial 0 to 30 seconds
No. of Actuations to give
Variable Initiai Set Below S to 90 actuations
Variable Initial 20 to 60 seconds
Passage Time 0 to 20 seconds
Time to Reduce to Minimum Gap
set beltld 20 to 120 seconds
Minimum Gap 0 to 10 seconds
Maximum Green 10 to 120 seconds
Vehicle Cles;once 0 to 10 seconds
All-lied Clearance 0 to 10 seconds
r.1-23
.y` ""'T4'~ h 1 1
.s .Y P F
h,F !a ' .3 Oyu "J. M6'.. r7.:`
The Type V Phase Timing Module shall contain a three position
Recall Switch, mounted on the front panel.
With the Recall Switch in the OFF position, the Phase Timing
Module shall function normally, with the right-of-way being transferred to
the Phase Timing Module only upon vehicle actuation.
With Recall Switch the VEH. ON p
single vehicle detector actuation shall beattained,caut!ng,the the
rieffet ghtcofof a
' way to be automatically recalled to the phase.
The Phase Timing Modules shall contain indicator lights to
indicate the following:
THIS PHASE NEXT Illuminated when the Phase
r Timing Module will be next in j
the rotation of phases.
THIS PHASE Illuminated when the Phase
Timing Module is timing.
VEH, CALL Illuminated when a vehicle call
is registered and any other
Phase Timing Module is timing.
A VEH. ACTUATION Illuminated momentary upon each
vehicle actuation.
In addition to the indicator lights on the Phase Timing Module,
the associated Interval Sequence Unit shall contain termination and interval
indicators to indicate interval in, effect and termination of all intervals.
e All indicator lights shall have a design life of 20,000 hours
at rated voltage,
bo
e V Phase Timing Module Operations
Righta-of-way shall not be given to any Phase Timing Module
without actuation thereon, and in complete absence of traffics right-of-way
shall remain on the Phase Timing Module where it was last assigned, both of
the foregoing provisions, however, being subject to the exception that a
recall switch shall be provided which may be turned on, if desired, to cause
the right-of-way to revert to any selected Phase 'timing Module despite the
absence of traffic thereon.
' The. actuation of a defector on any Phase timing Module while the
:fight-of-way is on an opposing Phase Timing Module shall, after the proper
clearance period, cause the right-of-way to be transferred to the Phase
' timing Module from which the actuation was received, subject to the provisions
of other paragraphs in this section referring to the transfer of 'right-of-way,
E1-24
TYT Tp _ ai
is `r~P f Sr
v
1
The Clearance period for each Phase Timing Module shall consist
of two separately timed intervals of pre-set duration, namely:
Vehicle Clearance (Yellow)
All-Red Clearance
The Ai?-Red Clearance Interval of any Phase Timing Module may be
omitted by turning the timing dial on that Phase Timing Module to its lowest
position.
The transfer of right-of-way from any Phase Timing Module, as
specified above, shall take place only after the green signal has remained
on that P;:ase Timing Module for at least a pre-determined minimum period,
consisting of an Initial Interval and one Passage Interval.
Actuation of a vehicle detector during the Passage Time. portion
of the right-of-way period for the Phase Timing Module fn effect shall cause
the right-of-way to remain with that Phase Timing Module for an additional
Passage Time timed from the moment of detector actuation.
The transfer of right-of-way from any Phase Timing Module
shall take place immediately if there has been no actuation on that Phase
Timing Module for more tha.-i one Passage Time interval prior to the actuation
of ona of the ,ipposing streets, suhject, however, to provisions of other
' peragrdphs in this specification.
Each vehicle crossing a detector and approaching the intersection
on a green`oignal, shall initiate one Passage Time Interval from the instant
of its actuation. Should transfer of tight-of-way occur while the Passage Time
Interval is unexpired, the right-of-way shall be returned at the next opportunity
in the cycle, without the necessity of further actuations
Detector actuation on a Phase Timing Module which has the red
signal shall initiate the'timing' of a Maximum Green Interval for the ' Phase
1 'timing Module that presently has the right-of-way, at the expiration of hich
the right-of-wty shall be transferred to the waiting vehicle or vW cles.
The between aaminimum value aandn a emaximumr`vaeach lue Pdependi Module shall vary
~ , depending ng upon the number of
ulated during the time tho phase is red.
Detector actuation on a Phase Timing Module which has the red
signal shall cause a time rated reduction of the allowed gap on the Phase
TIting Module that presently has the r:ght-of-way.
Successive detector actuations spaced leas than the allowed gap
in effect shall retain the right-of-way, but not longer than the Maximum
Green Time as set on the Phaae Timing Module.
F1-25
1
When the right-of-way is transferred by expiration of the
Maximum Green Period, the right-of-way shall be returned to that Phase Timing
Module at the next opportunity in the cycle.
(d) Main Frame
' The Main Frame with Power Supply shall provide housing, mounting
and interval interconnection for up to eight Phase Timing Modules, two Interval
Sequence Units and approximately four modules comprising the Phase Sequence
Unit. The Frame shall be equipped with sliding ways and jack connectors to
receive the plug-in modules. The modules shall be positively fastened to
the frame by means of a captive nut and bolt arrangement, but no special
tools shall be required to remove or replace individual modules.
The Main Frame with Power Supply internal interconnection shall
1 provide all interconnection necessary to use any type of Phase Timing Module
and any type of Interval Sequence Units without requiring any changes in
wiring.
' The Main Frame with Power Supply shall supply the necessary power
for the controller.
The Main Frame with Power Supply Phall be completely enclosed
in a sheet aluminum ease with a suitable protective finish.
' Electrical connections from the controller to the outgoing and
incoming circuits shall be made by inserting multi-terminal plugs (Type MS)
into the plug receptacles incorporated in the Main Frame with Power Supply.
' The entire controller shall be replaceable in its weatherproof cabinet with
a similar unit, withcut the necessity of disconnecting and reconnecting the
Individual wires leading therefraa. The model and serial number of all modules
shall be identified with tags or nameplates on the modules.
(e) Solid State. Signal Light Switching Assemblies (Load P.elays)i
Su Mcient plug-in Solid State Signal Light Switching Assemblies,
external to the controller, but within the cabinet, shall be supplied to
control all signals as shown on the plans.
' The closing or opening of signal circuits shall be positive
without objectionable dark intervals, flickering of lights or conflicting
64nal !.ndications. Each circuit shall have a capacity of not leas than
one kilowatt of tungsten lamp lcad at 117 volts A.C.
(f) Cabinet
r The encased controller shall be furnished in a weatherproof
outdoor mounting cabinet. The cabinet shall be clean-cut in design and
appearance and shall be finished with two coats of high-grade paint as
specified by the purchaser. The cabinet shall conform to the following
mechanical and electrical specificationst
E1-26
1
,~F , 4S
1. The main door of the cabinet shall include substantially
the full arev of the front of the cabinet. The door shall be provided
with a strong lock and key.
' 2. A second hinged door, mounted in the main door shall give
access to designated switches on a police panel. This door shall be pro-
vided with a conventional police lock and key.
r 3. The cabinr;t shall contain strong supports for holding the
controller unit.
4. The cabinet shall be of sufficient size to house the
contrWer and any other auxiliary equipment required by the plans
and specifications.
' All cabinet wiring shall be neat and firm. The cabinet shall
mount at leastr
r 1. Terminal with fuse receptacle and fuse for power supply
line.
2. Terminal, unfused, for neutral side of power supply line.
3• Terminals for conductors of signal light cables, one for
each signal circuit and one or more terminals for the common conductors.
4. Terminals for detector and pedestrian push button cables.
5. Mc;nting bases for Solid State Signal Control Units.
The controller equipment and terminals shall be so arranged within
the cabinet that they will not upset 66 entrance;- training and connections
of incoming conductors.
The outgoing traffic control signal circuits shall be of the
same polarity as the line side of the power supply; the common return of the
signal circuit shall be of the game polarity as the ground side of the power
' supply. The grounded side of the power supply shall be grounded to the
controller cabinet in an approved manner. (Applicable also to E1.13d and e).
A solid state Jack-mounted flasher of sufficient ampere capacity
' and with sufficient circuits shall be supplied. The flasher shall flash
at the rate of 50 to 60 Flashes per minute. (Applicable also to E1.13d and a).
A radio interference suppressor shall be furnished. (Applicable
also to E1.13d and e).
A thyrector shall be furnished to protect the controller from
line voltage surges. (Applicable also to E1,13d and e).
81-27
1~ F: I 'T w 7 9frS a J ai
r
r
The Contractor shall install any and all cabinets on any portion
of this signalization contract, so controller or detector cabinet doors
open to the side opposite the stret side of the cabinet,
(g) Operating Characteristics of the Eight Phase Controller
Right-of-way shall not be given to any Phase Timing Module without
actuation thereon, and, in complete absence of traffic at the intersection,
right-of-way shall r°.Aain with the Phase Timing Module where it was last
assigned, both of the foregoing provisions, however, being subject to the
exception that recall switches shall be provided on each Phase Timing Module
which may be turned on, if desired, to cause thA right-of-way to revert to
any selected Phase :iming Module despite the absence of traffic thereon.
r The actuation of a detector on any Phase Timing Module, while
the right-of-way is on a conflicting Phase Timing Module, shall, after the
proper Clearance Interval, cause the right-of-way t;, be transferred to the
Phase Timing Module from which the'actuaiion was 'received, subject to pro-
visions in the operating characteristics of the Phase Timing Modules involved.
For either street, the controller shall be capable of assigning s
the right-of-way to any single Phase Timing Module, or any combination of
non-conflicting Phase Timing Modules. If a call, or calls, exist for the
t other street, the controller shall assign the right-of-way for the first street
in accordance with the established preferential pher,e rotation, Le.: leading
tarns. ii 'no calla exist on the other street, the `controller shall be capable
' of answering any calls for any Phase Timing Modules until such time as a call,
or calls, is received for the second street.
When transferring the right-of-way to a street, the right-of-way
shall only be accorded to Phase Timing Modules that have no i,"tuation. In
the event only one movement 'requires the right-of-way, sll Other Phase Timing
Modules for that strait shall continue displaying red indications. Then, a
call on either non-conflicting Phase Timing Module shall result in immediate
assignment of right-of-way to that movement.
When, for one street, the Phase Timing Module controlling one through
movement is in effect with a call for the other through movement, or the other
through movement also in effect, the first of these Phase Timing Modules ,
r assigned the right-of.-way shall not be permitted to leave the Passage Interval
until tha second Phase Timing Module has reached its Passage Interval, While
.waiting for the second Phase Timing Module to reach its Passage Interval, the
first Phase Timing Module shall time its initial interval and respond to
M vehicle actuations during its Passage Interval, If a gap in *%cais of the
allowed gap occurs prior to the second Phase Timing Module reaching its Passage
interval, the first Phase Timing Module shall continue,mcaltoring gaps and,
if actuations on that approach become spaced within the allowed gap, it
shall continue to extend the right-of-way once the,second Phase Timing Module
reaches Lts Passage Interval.
r
t E1-28
i
When transferring from any combination of Phase Timing Modules
on one street to any combination of Phase Timing Modules on the second street,
both Phase Timing Modules shall yield the right-of-way simultaneously,
regardless of which Phase Timing Module was last to find s gap in excess of
allowable gap or to have the maximum extension terminate, The Phase Timing
Module that first finds a gap in excess of the allowable gap shall retain
the green indication until the other Phase Timing Module also finds a gap
in excess of the allowable gap, but further detector actuation for the Phase
Timing Module that has found an excessive gap shall not extend the green
indication, subject to the provisions of other paragraphs of these specifica-
tions.
It shall be possible to skip any Phase Timing Module for which
no demand exists.
It shall be possible to rest in any Phase Timing Module or
combination of non-conflicti:.g Phase Timing Modules.
The controller shall provide movements in the lanes shown
in the following phase diagram by initiating signals as shown on the plan
drawings. The controller shall be by either Automatic Signal, a division of
i Laboratory for Electronica, Inc. ("Traff-0-Matic" modular solid state eight-
phase tratfic signal controller series PC with SCR-4 Assemblies), or
Gammatronix (modular solid state eight-phase traffic signal controller, model
Number TC-820 for quad-left-turn applications)
(3) Veh Ip Loop Detectors
i The loop detector shall detect every vehicle which passes over the
attached loop. The detector must be capabla of detecting vehicles with loops
of various sizes from 4' x 5' to 6' x 100' and must be capable of accepting
signals with more than one loop and lengths as shown on'the plans. The detector
shall be capable oft
a. Momentary Detection
Loop detector must be adjustable to show presence of
vehicle stopped on loop for at leest 30 seconds and
for not more than 15 minutes.
b, Full Detection
By the simple changing of a switch located on the
' front panel of the detector it will show the presence
of vehicle stopped on a loop as long as it is there.
The passage of a vehicle over the loop shall close a relay and
the detector must have a visual indication of the presence or tho absence
of a vehicle. When a detector is connected to one or more loops and a
vehicle stops over one loop or part of a loop, it shall indicate the passage
of other vehicles over this loop or other loops after presence ties has expired.
It shall be possible to overlap loops connected to separate detectors for
directional detection without causing false calls.
E1-24
The detectors shall be "fail safe", in case of power failare the
relay shall close. The sensitivity or distance from loop that vehicles may
be detected shall be adjustable. It shall be possible to get either one or
two pulses from the passage of a vehicle with the addition of a relay and
to adjust the sensitivity and other characteristics so that vehicle separation
of three feet ney be detected. The detector shall not be affected by gradual
changes in temperature and shall operate in ambient temperatures from -20° F.
to +140° F. The ratector and attached loop shall be capable of detecting
autos at speeds up to SO miles an hour. The loop's ability to detect care
shall be unaffected by the weather and shall work with a small loop in one
lane or a long loop across three lanes.
The frequency of the detector shalt be crystal co.,trolled. It
shall be possible to provide crys~als of sufficiently different frequency
' that several adjacent loops do not interfere with each other, and possible
to dtive more than one detector with the same crystal.
Line voltage fluctuations of 40 volts shall not affect the opera-
tion of the detector*
a
It shall be possiblo to changa' a detector frog the momentary
detection type to the presence Lype by the simple unplugging of eertain
transistors and relays and the plugging in of other translators and relays and
the changing of not more than two (2) jumper wires.
The detector power supply shall be included in the same cabinet
housing as the detector unit(e) described above.
r The chassis shall be easily removable for service or replacement,
and the power supply shall be fused and regulated, It shall be possible to
make the attached wite loops from any standard wire.
The detector must be capable of accurate vehicle detection with
a loop or loops' located as much as 750 feet away from the detector. The
Contractor shall guarantee that the loop detector which he bids is capable
o: such long range accurate detection,
' It shall be possible for pairs of wires connecting two or
more detectors to their respective loops to be'located adjacent to each other
in underground or overhead cables without interference. quick disconnect
plugs with at least three feet of attached cable shall be provided with -
each detector.
The detectors shall be either Decatur Electronica, Inc,
t (Decatur Loop Detector Model fL£MK), or Automatic Signal, a division of
Laboratory for Electronics, Inc, (Model OLD-2),
g. Cabinets for-Detectors-Only
Cabinets shall be provided for detectors only at the intersections
of (1) Carroll Street with Hicko•;y Street and (2) Carroll Street with
Parkway Street as indicated on the plans.
E1-30
~s ,err y
IS,
i
PHASE 1 PHASE S
aovement on 0 BX 3 BY] €
yJl~1 ! and pedestrian N-S 1 movement on o AX 6
~[AY and pedestrian
- N-S]
T i T T '1 F
I
PHAS%' 2 PHASE b
l I movement on 0 B1 b Bgl Mvement on 0 Al 6
I[ ! [and pedestrian N-S -4 J I LAX and pedestrian
iii 111 1 LE-w
I11
PHASE 3 PHASE 7
1111I (movement on 0 B2 6 bY'1 nDvement on 0 Al 6
_ land pedestrian N-$' AX and pedesirian
» -4 F- E -K
r
I~
PHASE 8
0 A2 f, A P~4 movement oh 0 Al
P p movement on 0 B1 3 B2 A2 and pedestrian,
' P`1 _ F1 nd edestrian N-S $-w
(d B2
CARROLL
1 0 B:{ 0 BY CARROLL
0 B1• Por 1 T%p r F .
d AX 0 Al I
E1-91
1
The cabinets shall be of the same general fabrication as
the cabinet for the three phase controller, except no police door shall
be required. The cabinets shall mount to metal signal standards as
shown on the drawings.
r Hubs shall be provided for conduit entrances to the cabinet.
e H. Pedestrian Push Buttons
A pedestrian push button shall be provided at each corner of,
the intersection of Yiniversity Drive and Carroll Street. The push buttons
shall be mounted on the pedestrian signal poles and shall be Crouse Hinds
4PPB-1 or Automatic Signal 438004 and each shall be furnished with instructional
sign.
1. Contractors Guarantee of Control Equipment
t Each contractor shall include with his bid all warrants and/or
guarantees with respect to all materials, parts,'workmanship, and peiforannce
of the manufacturer's product. A minimum, guarantee of two years shall be
r provided by the Contractor. The Contractor shall attach to his proposal a
signed statement that all material is eithers
(1) In exact accordance with these specifications
or
(2) Is not in exact accordance with these specifications.
In the event of condition (2) the Conttactor shall includc'
a list of each detail with which the material offered differs from the
specification and shall attach this list to his bid. The Contractor shell
provide manufacturer's bulletins with his bid which shall clarify'to the
satter.:ction of the Engineer any departures` from the specifications for
evaluation before final acceptance of bids.
i
E1.14 AD ustable 8-Inch and 12-Inch Traffic Signals
r a Generale Each traffic signal shall consist of two or move signal faces
arranged in suitabia mounting framework. Each signal :ace shall consist
of one or more signal sections each of such desilo and construction as to
fit rigidly and uecurely together, one above the ather, to present a`clean,
pleasing appearance, and to prevent the entrance of dirt or moisture.
H1-32
r
r
b. Section Housing:
The La using of each section shall be a one piece corrosion resis-
tant aluminut, alloy die casting complete with integrally cast top, bottom
and aidgs. The die cast aluminum housing, door and reflector ring shall
meet the minimum requirements of the A.S.T.M. Specifications B 85-54T or
the latest revisions thereof. Two integrally cast hinge lugs shall be cast
on the left of each housing section, and integrally cast latch screw lugs
shall be cast on the right side of the housing. The top and bottom of the
housing shall have an opening to accommodate standard 1~ inch pipe brackets.
The bottom opening of the signal housing shall have a Shurlock Boss integrally
cast into the housing. The dimensions of the Shurlock Bose shall be as follows:
Outside diameter 2,625 inches, inside diameter 1.938 inches, number of teeth
46, angle of teeth 901, depth of teeth 5164 inch. The teeth shall be clean
and sharp and provide full engagement. The radial angular grooves of the
Shurlock Boss, when used with Shurlock fittings, shall provide positive
positioning of the entire signal face to eliminate rotation of misalignment.
The opening at the top of the signal section shall have two indentations
designed to receive a Shurlock Ring which will provide positive positioning
' of the signal face when mounted from a mast arm or span wire hanger.
Individual signal sections shall be fastened together, one above another,
into a complete signal face by means of cadmium plated bolts and attaching
washers in such a manner that any section may be rotated about a vertical axis
and orientated at any angle with respect to an adjacent section. Each
section shall be indexed by means of mating bosses and recesses to provide
positive alignment.
r c Housing Door:
The housing door of each signal section shall ba a one piece cor-
rosion resistant aluminum alloy die casting. Tvo hinge lugs shall be cast
on the left 6f each door, and latch jaws, shall be cast on the right side
of each dock. The door shall be attached to the housing by means of two 18-8
type 364 stainless steel hinge pins. A corrosion resistant 18-8'type .
304 stainless steel latch screw and wing nut on the right side of the
housing shall provide for opening and closing the signal door without the
use of any tools. A gasket groove on the inside of the door shall accom-
modate 'a weatherproof and mildewproof air cored resilient neopreno gasket
which, when the door is closed, shall seal against a raised bead on hous-
ing making a positive weatherproof and dust proof ecal. The outer face of
of the door shall have four tapped holes equally spaced about the circumference
of the lens opening with four 18-8 type 304 stainless steel truss head screws
to accommodate the signal visor.
d Lenst
The lens shall be standard Red, Yellow or Green stinciled arrow
design (I.T.Es Standard Arrow Lens) Traffic Signal. Lens. The lens shall
conform to the specifications of the Institute of Traffic Engineering Stand-
ards, (ITE Technical Report No. 1) and American Standards Association,
D 10.1-1951 UDC,- 656.054/ -.057 where applicable. The lens shall fit into
I
E1-33
d Lens: (Con t.)
a specially deaigaed one piece sLotr ed air cored neoprene lens gasket
designed to fit the housing door in such a manner so as to exclude
moisture, dust and road film. The lens and gasket shall be secured
Lc the door v'th four aluminum lens clips. The lens gasket ahall be
provided w'U apen slot extending completely around the circumfer-
ence of the ;;-slit to accommodate the lens clips in such a manner that
the lens may ue easily rotated and aligned without removing the lens,
gasket or clips.
e Reflector:
The reflector shall be a one piece parabolic second surfaced
silvered glass or a specular Alzak aluminum reflector. All reflectors
shall conform to the standards of Institute of Traffic Engineers (I.T.E.
' Technical Report No. 1). The reflector shall have an opening in the
back to accommodate ;:he lamp and lamp holder.
' f Lamp Holder:
The lamo holder shall have a heat, moisture and weatherproof
molded phenolic housing and be designed to accommodate all standard
60 Watt (for 8") or 150 Watt (for 12") traffic signal lamps and to
automatically position the filament of the lamp at the exact focal
poio of the reflector so that an accurate focus will always be ob-
taiiied. The lamp holder shall be designed so that it can he easily
rotated.and positively positioned, without the use of any tools, and
provide proper lamp filament orientation without affecting the lamp focus.
The inner braes screw of the lamp holder shall have a lamp grip, to pre-
vent the lamp from working loose due to vibration.
g Reflector Rings
The reflector and lamp holder shall be held in place in a
die cast aluminum reflector ring by means of a cadmium plated spring-
wire bail. Reflector ring and complete reflector and socket assembly
shall be pivoted between two stainless steel pine in such a manner that
it can be swung open for ease in servicing the signal without the use
of any tools. The reflector, reflector ring, lamp holder and spring-
wire bail shall be designed so that they may be retoved or replaced
either individually or as a complete unit without the use of any tools.
h Wirin
Each socket. shall be provided with two leads with spade type
terminals. The leads will be A18-AWG Type TEW 600 Volt AWli fixture wire
with 2/64-105 degree centigrade thermoplastic insulation. The leads
shall be color cgded as followsf White - Common - to socket shell4
fellow - yellow lens section center contact. Green - green lens
section center contact. Each complete signal face shall be provided
E1-34
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SRS
h Wiring. (Con't.)
with a terminal board. Terminal boards shall be placed in the top red
section unless otherwise specified. The terminal board for a Standard
three section face shall be four position eight terminal barrier type
strip. To one side of each terminal strip shall be attached the white,
red, yellow and green arrow signal section leads leaving the opposite
terminal for field wires. Larger terminal boards shall be supplied
for four or five section signals, A.S.A. Standard arrow shall be provid-
ed for all multiple section signals.
i Visors.
Visors shall be eight inch long tunnel type with 4 inch
opening in bottom. Visors shall be planed, formed and welded from
.040 3003-H16 aluminum alloy and shall have Twist-on attaching ears
to facilitate installation. The visor shall be constructed in such a
manner that it can be installed or removed from the signal head without
removing the attaching screws. The axis of the visrrs shall deviate
not more than three nor less than three and one-half degreee downward
from the horizontal. Visors of special length or design shall be
furnished when specified.
Gasketings Door Gaskett
A neoprene hollow cored door gasket shall provide positive
seal between the doov and signal housing.
k Lens Gasket
A special one piece slotted eir cored neoprene lens gasket
shall provide positive seals between the lens and signal door and bet-
ween.the lens and reflector ring,
1--Reflecctt_or Gasket:
A neoprene "9" section reflector gasket shall provide a
cushion and positive sesl'between the reflector and reflector ring.
m Lamp Holder Caskett
' A soft fibre socket gasket shall provide a cushion and posi-
tive seal between the reflector and lamp holder.
n Paintings
All surfaces inside and out of the signal housing, door, and
visors shall be finished with three coats of beat quality infrared oven
' baked paint before aspembly.
81=35
•
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n Painting: Con't.)
First coat-Primer; shall be Epon, Oxide Baking Primer and shall
meet and exceed the performance specifications of Federal Specification
TT-P-636.
Second coat - Grey Enamel; shall be medium Grey Alkyd Ures
Exterior Baking Enamel and shall comply with Federal Specifications
TT-489b,
Third coat - Yellow Enamel; shall be Traffic Signal standard
Green Exterior Baking Enamel.
The third coat on the inside of the tunnel and full circle
visors shall be an Alkyd Urea Black Synthetic Baking Enamel, with
t minimum gloss reflectance, and shall meet the performance requirements
of MIL-E-5567 Enamel Neat Resisting Clyveryl Phthalate, Type 4, Instrument
Black.
The Stainless Steel latching device shall not be painted.
o Miscellaneous Fittings And Parts:
All exposed screws and fasteners shall be 18-8 Type 304 Stain-
less Steol, All interior screws, fasteners and metal parts shall be
Stainless steel, non-ferrous and non-corrosive materials, or if ferrous
materials are used they shall be protected against corrosion by cadmium
plating. All plating shall meet the minimum requirements of Federal
' Specification QQ-P-416 Type 11, Class A.
Q Signals Referenced To Drawinga:
' The Contractor shall provide the number of signal faces indi-
cated on the drawings,at each location. All red signals shall be 12
inches in size. Two of these signals shall be required where left turn
pole mounted signals are installed. All other signals (Yellow and Green
arrows) shall be 8 inch in sise. The Contractor shall frame the signals
on either the signal standard or the mast arms with spacing offsets from
' streets and vertical clearances shown on the plans. All signals shall be
installed vertically.
g Recommended Manufacturers:
t The traffic signals shall be Crouse Hinds "Traflo" or Automatic
Signal combination traffic signals.
E1-36
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E1.15 Modular Pedestrian Si 1
na s.
a General:
The pedestrian signals shall be of modular construction in
suitable mounting framework. Each signal shall consist of one "DONT
WALK" and one "WALK" fixture of such design and construction as to fit
rigidly and securely together, one above the other, to present a clean,
pleasing appearance, and to prevent the entrance of dirt or moisture.
b Assembly
' The housing of each section shall be a one piece corrosion
resistant aluminum alloy casting. Each section shall be equipped with
a corrosion resistant cast aluminum door and reflector body adapter,
each of which shall be hinged with a double hinge assembly on the left
side of the front of the unit. The hinge pins shall be type 304 stain-
less steel pins.
Neoprene gaskets shall be provided for both the door and the
reflector body adapter. A corrosion resistant #304 stainless steel
1 latch screw and wing nut assembly shall provide for opening and clos-
ing-the section on the right side of the unit. The neoprene gaskets
shall be compressed against a surrounding bead on the housing which
shall provide a positive watertight and dustproof seal. The outer door
' shall have four holes drilled and tapped (two on each aide) for installation
of the signal visor with stainless steel actews.
' Each section shall '~e provided with a one piece parabolic
reflector of either second surfaced silvered glass or a specular
Alyak Aluminum Reflector. All reflectors shall conform to the standards
of the Institute of Traffic Engineers. The reflector shall have an
opening in the middle to accommodate the lamp and lamp holder.
The lamp holder shall accommodate a 100 watt, 120 volt,
60 H2., a.c. incandescent lamps and shall be factory wired to a
terminal block securely attached with machine screws to the housing.
' Screw type hubs shell be provided on both the top and bottom
of the sections, for attachment of section connectors or bracket as-
semblies of standard traffic design.
The "DON'T WALK" lens shall be red on black background. The
"WALK" lens thali be green on black background.
' Wiring and painting shall conform to applicable sections of
portion E1.14 of these specifications.
' E1-37
.JlC * i -
c Recommended Haaufacturers
The units shall be either Automatic Signal 453005 (8"
Size) or Crouse Hinds "Traflo" (9" Size).
E1.16 Traffic Signal Standards And Mast Arms
a General
' The Contractor shall provide all traffic,pedestrian, and
controller standards required at all intersections as indicated on the
on the plans. He shall also provide transformer bases for each standard
and all mast arms of length indicated on the plans. All traffic signal
stanadards shall be of the same height and gauge thickness, so each and
every standard will be interchangeable. The mast arms shall be drilled
and have appropriate fittings for both supporting and providing electrical
cable loops to each signal head with spacings on traffic signals as
shown on the drawings. All mast Assenbly fittings and devices shall be
1 factory fabricated. NOTE: UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR
DRILL, CUT, WELD OR IN ANY OTHER MANNER PHYSICALLY ALTER A MAST ARM OR d
STANDARD WHICH MIGHT REDUCE THE STRUCTURAL STRENGTH OF THE ASSEMBLY.
The Contractor shall pour fc•undations and fully encase all j
anchor bolts in a manner recommended t>y the standard Manufacturer. The
Contractor shall install a rigid galvanized 2" elbow with PVC cover equal
to Pittsburgh standard "Plasti-Bond" rind connect to the underground
conduit system. He shall then pull all signal cables and connect all
equipment associated with that standard.
A b Design and Fabrication of Standards
The shaft shall be made of only one length of beat grade, hot- i
rolled, basic open hearth sheet steel of not less than 47 Manufacturers 1
Standard Gauge. Only one longitudinal weld, and no transverse welds, {
shall be permitted in the fabrication of the shaft. Aftnr forming
and welding, the shaft shall be cold -rolled to flatten the weld and
form a round tapered tube and increason the shaft physical characteristics
to guarantee a minimum yeid strength of 50,000 psi. A flange plate of
1~" minimum thickness shall be welded to the pole riar the top and
supported with side plates tangent to the pole and gusset plates on both
the top and bottom of the flange plate, The flange plate shall have a
deburred A" diameter wiring hole and 4 tapped holes for lk" high tensile
t strength bolts.
A "J-hook" wire support shall be welded near the top of the
t shaft. The cast pole top shall be secured in place with set screws,
A one piece cast steel anchor base of adequate strength, shape
' and size, shall be secured to the lower end of the shaft by two continuous
electric arc welds. The base shall telescope the shaft and the one weld
shall be on the inside of the base at the end of the shaft, while the other
E1-38
i 7 t
1
b Design and Fabrication of Standards (Con't.)
weld shall be on the outside of the top of the base. The two welds
' shall be approximately 2" apart, and the design shall be such that the
welded connection shall develop the full strength of the adjacent shaft
section to resist bending action.
' The entire shaft assembly shall be bolted to a transformer base.
The transformer base shall be cast iron, approximately 24" high, 21" square
t at the base and 15" square at the top, The door opening in the base shall
be approximately 9~" X 11'x" X 16' with the door secured in place b; a
stainless steel locking screw. Each transformer base shall be furnished
with hot-dip galvanized bearing plates and hot-dip galvanized steel machine
bolts and anchor bolts as required. Each base shall be provided with a
grounding lug. The lug shall have #6 bare copper connected from the lug
to a ground rod driven within and encased by the concrete foundation, with
' a minimum of 2" of the rod exposed above finished grade of the foundation
after pour.
Four hot-dip galvanized high-strength steel anchor bolts with,
nuts, washers or clips as required shall be furnished and installed
for each standard. Each anchor bolt shall have an "0 bend at the bottom
and a threaded top. The anchor bolts and transformer baso with shaft
base bolts shall be so designed as to resist, at yield strength stress
the bending movement of the shaft at its yield strength stress.
1 The mast arm shall be made of orly one length of best grade,
hot-rolled basic open hearth sheet steel of minimum 07 Manufacturer's
Standard Gauge. Only one lcngitudunal weld and no transverse welds
rill be permitted. The unit shall then be cold rolled round tapered to
500000 psi yield strength. A matching 14" thick base plate with 4 holes
for lk" high tensile bolts shall be welded to the arm for attachment
to the abaft, Each mast arm shall be factory drilled on the bottom sur-
face with wire outlet holes and rubber grommet located at each signal
positions, together with a clamp and clevia for hanging the signals.
A pressed steel removable cap will be attached to the end of the arm with
the screw, The cables shall be pulled inside the mast arm through the
flange plates.
t The finish of all material except anchor bolts, har:rare and
transformer base shall consist of sand blasting to "White Metal" removing
all %ill scale. The unit shall then be coated with a rust resiatart
epoxy primer. The entire unit shall recieve one finish coat of two mils
' thickness first quality Pittsburgh Aluminum paint at the factory. Th.1
Contractor shall furnish any and all touch up painting required in the
field to cover scratches or breaks in the painted surface of the same
' type paint as the ,finish coat provided at the factory.
' E1-39
b Design and Fabrication of Standards (Can't.)
1 The standard and mast arm assembly shall be as manufactured
by the Union Metal Manufacturing Company (050300 with transformer base
similar to 050132) or Pacific Union Metal Pole Company or Engineer
approved equal.
E1.17 Spare Parts
The Contractor shall include within his lump sum bid, a sum
of money to provide the Owner with one complete unit of each type of
Modular Solid State 1) Controller 2) Loop Detector 3) Power Supply
4) Flasher 5) Signal Load Relay, as spares.
The Contractor shall also provide the Owner with cne spare
lens of each type of Traffic or Pedestrian Signal and one spare Pedes-
trian Push Button Assembly complete with sign.
e The Contractor shall furnish one of each type of Published
Manufacturer's Recommended Spare Parts for Periodic Maintenance
Servtcirg of Control Equipment installed under these Specifications.
E1.1B Signs
Specific permanent traffic signs are shown on the drawings
for vehicular movement instructions. The Owner shall furnish and in-
stall these signs. The Contractor shall not be required to furnish
those signs which are to be used perauinently for left turn, right
1 turn or for one way traffic,
.I
The Contractor shall furnish and install all pedestrian
t push button signs.
The Contractor shall furnish all temporary signs, markers
and barricades required to route traffic for the installation of
any and all portions of this project.
E1.19 Basis of-Payment
.
Payment shall be made at the contract lump sum prise upon
completion of all work described under this section of the specifica-
tions and indicated on the plans to the full satisfaction and accept-
ance of the Engineer. This price shall be full compensation for furnish-
ing all installed equipment and materiels; for all their preparation,
assembly, and installation; for furnishing all spare parts and testing
' equipment, or special tools to the Owner for permanent use; and for all
labor, equipment, tools, instruments, and incidentals to complete this
work,
1
' E1-40