HomeMy WebLinkAboutWWP2701901(18) .S-389 Sewer Trunk Replacement •1-1►r 1+
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DAILY INSPECTION DIARY
PROJECT TITLE:
PROJECT NUMBER:
PROJECT NO
ENGINEFAING ►EASONNELL
TITLE NAME LOCAL PHONE LOCAL ADDRESS
Res. E r. _
�nspe[tpr --
In iRtttp� —
Insoectpl --- —
Inspectpt
OWNER PERSONNEL.
NAME TITLE OFFICE PHONE NONE PHONE
CONTRACTOR PERSONNEL
NAME TITLE OFFICE PHONE NONE PHONE
DAILY 1NSPECTIM DIARY
DAY: %._ f rid DATE: PERIOD: REPORT t
% WORE; a.m./P.m. to
.�_ a.�.1P_•.�
WEATHER: `, TRIP, MAX °r MIN °F PRECIPITATION: --- >-
WORK ACCOMPLISHED TODAY: _
It
-
CO\TRACTOR SIGRATNRE '—
—T[INSPECTOR SIGNATURE
DATE:
Ir r r r r r r r r r r r r r� r
DAR Y INSPECTION DIARY
REPORT t
DAY: DATE: / ! WORK PERIOD:_ a.m./p.m. to a.m./p.m.
WEATHER: TEMP. MA.K _°F MIN _°F PRECIPITATION:
WORE ACCOMPLISHED TODAY:
COATRACTOR SIGNATURE INSPECTOR SIGNAT"RF.
DATE:
DAILY INSPECTION DIARY
DAY: s=--��-`i f:��C�DATE: I /A�WORX PERIOD: REPORT 9_ a.n. ./p.m. to _ a.m,/p,m.
HEATHER: TEMP. MAX —OF MIN Or PRECIPITATION: _
WORK ACCOMPLISHED TODAY:
f
CONTRACTOR SIGNATURE f, - 'SPECTOR SIr,NgT E
DATE: t'"—
DAILY MPECIION DIARY
DAY: REPORT B DATE: _I_ / y�WORK PERIOD:_ a.m./P.m. to a.m./P.m.
WEATHER: TEMP. MAX _°P MIN _°F PRECIPITATION:
WORK ACCOMPLISHED TODAY: —
CONTRACTOR SIGNATURE —
INSPhCTOF SIGNATURE
DATE:
DAILY INSPECTION DIARY
f
DAY: �_ _../ DATE: WORK PERIOD: REPORT
_ a.m./p.m. [o _ a.m./p.m. 3
NEATHEF: TEMP, MAX !J •F MIN )*F PRECIPITATION: —'.'9--
NORK ACCOMPUi SHED T6DAY: —`
Y
--------------
CONTRACTOR SiGNATDRF. iNSPECTOR SIGNATURE
DATE:
rr r� r o r +rr s ar rr r r � rr r■ir r
DAILY INSPECTION DIARY
REPORT Y
DAY: _ DATE: / / WORK PERIOD:_ a.m./o.m. to ` a.m./p.m.
WEATHER: TIMP. MAX °F MI5 °F PRECIPITATION:
WORK ACCOMPLISHED TODAY: y^ _—
CONTRACTOR SIGN4TURE L INSPECTOR SIGNATLRF.
DATE:
DAILY INSPECTION DIARY
DAY: ,'/". DATE: , .:/ /t''.>.. 40RR PERIOD: a.m./P.m, to REPORT
-�— a.m./p.m.
WEATHER: TEMP. MAX °F MIN v_.- —°F PRECIPITATION:
- ERR ACCOMPLISHED TODAY:
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CONTRACTOR SICNATLRE
I NS P FCTOR—SIf,NATURE
DATE:
III � � � � � r• a � � � � � r. �
DAILY INSPECIIDN DIARY
- REPORTw
DAY: /i'i,y . DATE;/-! 11v/, S WORK PER::OD: ) a.m./p.m. to a.m./p.m.
WEATHER: G', c TEMP. MAR G S- °P Y!ti -f_•F PRECIPITATION:
WORK ACL'OMPLISHED TODAY:�j
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CONTRACTOR SIGNATURE a�(NSYECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
A �_ PEPORT 4
DAY: 1" , DATE: �C�/�S S WORK PERIOD:, a.m./P.m. to/ a.m./p.m.
WEATHER: O-C TEMP. MAX 6- •F MIN °F PP.£CIPITATION: _
WO AgCOMPLISMED TODAY,
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CONTRACTOR SIGNiTL'RE ��
SPECTOR ,jGNATLTRE
DATE:
DAILY INNU1Q1 DIARY
DAY: _ DATE; (O WORK pERjOp:!—y a.m./p.w. to _ a.m./P.M. REPORT B
W&.'HER: 0. <_ TEMP. MAXCj`°F MIN `. T,°F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
t�✓r--C �. c. L /i c' .5. i c 4
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CONTRACTOR SIGNATURE z J INSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
REPORT 0
DAY: �(% DATE: -WORK PERIOD:2 A.M./P.M. to.: , %,/P,a,
WEATHER: >L.. f,, c_ TEMP, MAR •F MIN LS__°F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
Ao
J i
CONTRACTOR SIGNATURE /`\ INSP CTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
DAY: IrI;;�_ DATE: /P /c'/ /S•�"LORK PERIOD:L REPORT P
WEATHER' r7-� TEMP. MAX(,<_= OF MIN LZL*F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
.:Z� _ g y o
'�iv r,—
1
CONTRACTOR SIGNATURE ---
,/ INSPECTOR SI CNA1lR E
DATC
MM MMMMM M M M
DAILY INS WICN DIARY
DAY: REPORT a
--LLL-- DAM lo ru pE7 wou PERIOD:-,,(— a.m./P.M. io
WEATHER! ' c Tue. mAx Ir MIN ,Z) 'F PRECIPITATION:
WORK ACCOM?IISHED TODAY:
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CONTRA ;OR—SIGNATURE
DATE:
0- -
MI M MMMMM MM M M SAM = M
DAILY INSPECTION DIARY
REPORT t
DAY: WORK PERIOD (p.m. t f, DATE: 16) 1' a.m./p.m.
WEATHER: TEMP. MAX F HIS PRECIPITATI
WORK ACCOMPLISHED TODAY:
if
CONTRACTOR SIGNATURE INS PV.(TC)R SIGNATURE
DATE:
DAILY 1NWECiION DIARY
REPORT t
DAY: DATE: /- %" WORK PERIOD:L a.m./P.m. to aae./P•S.
WEATHER: t.. TEMP. MARS. OF MIN `, !', OF PRECIPITATION: � /o
WORK ACCOMPLISHED TUDAY:/
97
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CONTRACTOR SIGNATURE 14% CTOR SIGNATURE
DATE:
DAILY 1NSPEcrIU1 DIARY
DAY: DATE: "C /tNA WORK PERIODi/ a,m,/Pm t RETORT N
. . o �� a.m./p.m.
WEATHER: f, <_ . TIXP. MAX
OF MIN S_ OF PRECIPITATION:
iIOR...RACC,pHpLISN TODAY: ��•7 _
op A
It
---------- _
CONTRACTOR SIGNATURE
C,9R SIG`:ATUkE"---
DATE:
r r wn r r r r r r it w r r r
DAILY lii$ alON DIARY
DAY: I"�'(o.5� DATE: to 1z8 f45'� WORK PERIOD:� m./p.m. to Y� a.m./p.m. REPORT f
WEATHER: (5• C., TEMP. MAX Sz 'F MINO__.'F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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CONTRACTOR SIGNATURE l MEECWR SIGNATURE
DATE:
� r a� � � � � �■r w� �r rr � � � �
DAILY INSPECTION DIARY
REPORT t
DAY: DATE: / / WORK PERIOD:_ a.m./p.m. to a.m./p.m.
WEATHER: TEMP. MAX _°F MIN "F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
CONTRACTOR SIGNATURE INS^ECTOR SIGNATURE
DATE:
m r IM m m m r r m ! m m m
DAILY INSPECT13N DIARY
PROJECT TITLE:
PROJECT NUNREA:
PROJECT NCP
ENCINEERINC PERSONNEL.
TITLE NAVE LOCAL PRONE LOCAL MAPS
Res. Er Rr. _
Inspect",
Inspe.tar `
Inspectai
ORNEA PERSONNEL
NINE tit Lf OFFICE PHONE NONE PHONE
CONTRACTOR PERSONNEL.
NAME TITLE OFFICE PRONE NONE PHONE
WL" IMPECTIUY DIARY
!` REPORT N
7AY: �r icy DATE: /� S'/F WORK PERIOD: a.m./p.m. to •'_ a.m./p.m.
+FATHER: .° TEMP. XAR .._•F MIN 'F PRECIPITATION: _
WORM ACCONPUSHED TODAY:
CONTRACTOR SIGNATURE LNSP R SiCNAT6Af
DATE:
M M L- : r M M M = r m = = r m m
DAILY INSPECTION DIARY
Y
DAY: ,r DATE: 1 !-'._ /". WORK PERIOD: REPORT a.m./p.m. to � a.m.(p.m.
WEATHER:F TEMP. MAX OF MIN'�e.'. °F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
i
CONTRACTOR SICNATDRE INSPECTOR STCNATL E
DATE:
s r • w = = a = = M on
DAILY INSPECTION DIARY
DAY: �k-/n _ DATE: l/` /Y_; WORK PERIOD: I REPORT N
a.m./P.M. to a.m./p.m.
WEATHER:/'��._tc TEMP, MAX ;/_ °F MIN •LL-F PRECIPITATION:
WORK ACCOMPLISHED TQDAY:
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CONTRACTOR SIGNATURE NSP IOR SICNATURE
DATE:
IY/� Jf
DAILY INSPECTION DIARY
DAY: /1 'i DATE: ) ! �K PERIOD: a.m. }�
Z /P•m. [o Y REPO1tY P
WEATHER: > , •.e./P.n.
TEMP. NAX ��•p MIN (n 0•F PRECIPITATION:
WORK ACCONPLISNED TODAY;
/45
------------
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CONTRACTOR SIGNATURE-----
IN$P CTOR SIGNATURE
DATE:
�7 QT,'WORK PERIOD:DAILY INSPECTION DIARY
DAY: F,(/, DATE: / / _L - 3__` REPORT S
a,m./P.m. to >
WEATHER: /r' TEMP. MAX .14 OF KIN OF PRECIPITATION: ---
WORK ACCOMPLISHED TODAY;
`. . -
f _
CONTRACTOR SIGNATURE --
SPECTOR SIGNATURE
DATE:
P,;LY INSPECTICN DIARY
DAY: DATE: ;,
" WORK PERIOD:../ ��a.m.l REPORT
WEATHER: TEMP.
[o m.m./P.m.
TE1P. `LAX =P MIR °P PRECIPITATION:
ACCOMPLISHED TODAY:
------------
7.
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L / i yc .
COtiTRACTOR SIGNATURE /
_.__,_. 'J44 ' / �- _ — IN- ECTOR SIrNATURE
J DATE:
DAILY INSPECTION DIAW
_.=..= REPORT 1
DAY: /;JC DATE: I /2_"•r) 4IORK PERIOD: /7
a.m./p.m. to s a.m./P.M.
v
YEATHERf*-,f 6' TEMP. MAX '/_; °F HI`I t_°F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
rri�
DAILY INSPECTION DIARY
_i..DAY: �t.}�!-_G:. DATE: 1 �Gf�(�,^� WORK PER10D: � a.m./P.m. Co �`"- a.m.Ip.m. REPORT F
WEATHER: c_ TEMP. MAX S'F MIN !_,iy'F PRECIPITATION:
WORK ACCOMPLISHED TODAY;
�'�E aF.-L .� � r.-f ,�• r'
L
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COHTRACTOA SIGNATURE — [C.SPECTOR SIG\ATLRE
DATE:
DAILY INSPECTION DIARY
_ 7.� REPORT 8
DAY: /<r',:K' DATE: F (.-._'_-WORK PERIOD:J a.m.(P.m. to _ a.m./P.m.
WEATHER: L TEMP. !,,AK *� r MIN 'T *F PRECIPITATION:
WORK ACCOMPL`I•SHED TODAY:
D v
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CONTRACTOR SIGNATURE INSP CTOR SIGNATURE
DATE:
DAILY IN37 MON DIARY
PEPORT
DAY: le-;el, DATE: -7 /74,/ WORK PERIOD: / a.m./p.m. [o - a.m./p.m.
WEATHER: [L - TEMP. WEA% So OF MIN Sr OF PRECIPITATION: -'—
WORK ACCOMPLISHED TODAY:
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CONTRACioR SIGNATURE INSPECTOR SIGNATURE
DATE:
DAILY INSPECEN DIARY
REPORT
DAY: DATE: WORK PERIOD.— a.m./p.m. to
WEATHER: TEMP. MAKE'---F MIN *F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
47, /X2
ell
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27c
CONTRACTOR SICKATURF. 'INSPECTOR SIGNATURE
DATE:
lie br:Z-.
BAILY INSPEc71a14 DIMY
DAY: f/ c.' DATE: 7 /-o 3 _ _, e REPORT 1
/C, WORK PERIOD: [ a.m./p,m, Co /p,m,
WEATHER: TEMP. MAX /$� °F MIti 'F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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008TRACTOR SiGNAtORF_ INSPECTOR SICNATL'RE
DATE:
M M M ! _ _ m _ _
o m m
DAILY INSPEL71ON DIARY
DAY; _
DATE: / 5 /'4'-WORK PERIOD:' Ia.m./P•m. to 3 REPORT f
HEATHER; > TEMP. MAX %S -- as./P'm•
HORX ACCOMPLISHED TODAY: "F NIN �-- 'F PRECIPITATION;
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CONTRACTOR F1GNATDgE — !' lT�
. --- �LM1SP[ aa6nAl171E
DATE:
r r r r r r r r r r r a� ri r
DAILY I%FECTIGN DIARY
-'
DAY: �iyc).f' DATE: cp // /€',-_WORK PERIOD: a.m./P.m. tO a.m./P.m. REPORT A
WEATRER: c? c- - Too. MAX 7) -F MIN _°F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
y ///,I < 6.
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----CONTRACTOR S1CNC.TUAE SPE' OR SIGNATURE
DATE:
m m m = m = m "
DAILY UNSPEC MN DIARY
DAY: FiE A DATE: P3 � ' �G'"
- / PORK PERIOD:-i_ a.m./p.m. to 5 a.m./ REPORT 1
HEATHER: O• C__, 1 _ P.m.
�P• MAX% S°F MIN •p pRpCIPITA710N• S
WORK ACCOMPLISHED TODAY: �> —
0V
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!.ONTRACTOR 4[.NATURE —�--*"'
INSPECTOR SIGNATURE
DATE:
rriyc/
DAIIY INSPECTION DIARY
AAY: l f o,u DATE: 8 5 <' / - u` - REPORT N
/ _ � WORK PERIOD:/ a.m./P.�. to '_ a.m./p.m.
---WEATHER: O <_ TElIP. MAX 7S OF MIN '>�'F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
D�o�v-r.v F.. . J•OEx��- .�✓.�r
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CONTRACTOR SIGNATURE � N
, PE SIGNATURE
DATE:
DAY; j[
DAILY lfVSpECfION DIARY
` ,�-
DATE: 2y'
WEATHER: 40RR PERIOD:"?
WORK ACCOHPISHE TEkP. ,y4"i e - a.m./p•m. to .. a.m. REPORT Y
D TODAY: F MIN SS-•F
PRECIPITATION;
57
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CONTRACTOR SII;NApDRE
INS ECTOR SIGNATURE
DATE:
DAILY INSKCTI(N DIARY
DAY: A� �7 �p��
DATE: ._, • ._«'� HORK PfR[OD;- a.m./p.m. to REPORT
+, ' a.m./p.m.
WEATHER: (j. �. . TEMP. L
MAX °P MIN PRECIPITATION;
WORK ACCOMPLISHED NCAt': — ,
04
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CONTRACTOR SIGNATURE
-! I SPECTOR SINATURE
i
DATE:
DAILY INSPECTION DIARY
DA% /(. DATE: t? /,>`: ��� WORK PERIOD: / a.m./p.m. .o 'P REPORT
a.m./p.m.
WEATHER: •'> TEMP MU r o
F MIN _ F PRECIPITATION:
WORK ACCONPL1Sh-D TODAY: "
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CONTRACTOR SIGNATURE --n.--=-
4NSPECTON SICNATUR E.
DATE.:
aw" ►� r 1
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DAILY INSPECTION DIARY
DAY: f- •�_/ DATE: p? ,-a,-��`--'---- // /iGs�...VORK PERIOD:L..a.m./p.m. [o REPORT F.'; ._
WEATHER: __ a.m./P.m,
TEMP. >LlY ib_°F MIN r•F PRECIPITATION•WORK ACCOMPLISHED TODAY: zv -
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CONTRACTOR SICNATI!RE
NSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
REPORT Y
-7 '�•
DATE: (/' %(`, WORK PERIOD:/
DAY: I��_/J. �"� ! a.m./P.m. to a.m./P.m.
WEATHER: TEMP. MAX 'F MIN SS-°F PRECIPITATION: '----
WORK ACCOMPLISHED TODAY:
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CONTRACTOR SICNATURE [NS OR SICNATI'RE
DATE:
d1ILY INSPECTION DIARY
• —
DAY: DATE: ca Ali"�--•--- /E3" WORK PERIOD: 'a
a.s./P.s. to _..-e.o./D.m. REPORT Y
WEATHER. (°L TEMP. MAX ''
F NIN e� F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
dK f. Ll Ji _
n ��C'G l f'-"7 c•' S r rt
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CONTRACTOR SIGNATURE /
PECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
REPORT
DAY: 1lfs='_ c�- DATE: WORK PERIOD:_ a.m./p,m, to �>�� a.m./P.M.
WEATHER: (r L. TEMP. MAX 'F MIN C.n °F PRECIPITATION: -"—
WORK ACCOMPLISHED 'TODAY:
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7oF' efl C'�7C.N ti c$r . � JY,j n.•� L'l -r• v t"
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CONTRACTOR SIGNATURE �.� INSPECTOR SIGNATURE
DATE:
r = = M w M
GAILY INSPECTION DIARY
r
F� RFD')RT +
DAY: /{<,.,! DATE: 0/1 S;c' . WORK PERIOD.V— a.m./p.m. to _ a.m./p.m.
WEATHER: d . TEMP. MAX nF MIN `- `F PRECIPITATION:
WORK ACCOMPLISHED TODAY: -^
t/i!a «.:., / •'ram lr.,L 04
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CONTRACTOR SIGNATURE INSPECTOR SICNATt'RF
DATE:
DAILY INWEUICN DIARY
_ _ y� REPORT
DAY: .L R:', DATE: !1; /."; WORK Pr..RIOD:J a.m./P•m• to •.m./p.w.
WEATHER: _ (t = TEMP. M-kX °F MIN `. `F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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CONTRACTOR SIGNATURE INSPECTOR SIGNATUNE
DATE:
DAILY INSPECTION DIARY
DAY: ! //pt.. DATE: //'/!,''•'> WORK PERIOD:/ a.m./P.m. to a.m./P.m. REPORT #
WEATHER! `]- i TEMP. MAX /:' _-F MIN `>G•F PRECIPITATIO\:
WORK ACCOMPLISHED TPDAY:
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CONTRACTO4 SIGNATURE 47.�—/—INCSPE—CTti'R—SITNAT—URF--
DATE:
rri .s ,• r
DAILY INSPECTION DIARY
REPORT
DAY: DATE: rZ fe, ft� WORK PERIOD:L_ a.m./P.m. to a.m./P.M.
WEATHER: TEMP. MAX -F MIN 4F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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CONTRACTOR SIGNATURE IKSPECTOR SIGNATURE
DATE:
w w w w w w w w w w w
w w w w
DAILY INSPECTION DIARY
DAY: Ib�C,L" DATE: ; 62 /PS-WORK PERIOD•L -` REPORT 8
_- a.m. [o ., a.m.(P.m.
WEATHER: �.�. � '.EMP. MAX •F MIN S —
°F
WORK ACCOMPLISHED TODAY: PRECIPITATION:
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CfiNTRACTOR SIGNATURE
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^ATE: _
DAILY INSPECTION DIARY
DATE: F, /<'c. _,sr. REPORT N.—._. /F^� WORK PERI00:� a.m./p.m. to `, -- a.m./P.m.
WEATHER: (7l.. TEMP. MAX %S "F MIN 'a_ -°F PRECIPITATION:
WORK ACCOMPLISHED 1JDAY: --
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CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
no r = = = = w m m m m m � � w
DAILY T%pECTION DIARY
DAY: DATE: / / 4CRK PERIOD: " a, REPORT I
a.m./p.m. to a.m./P.m.
WEATHER: TEMP. MAX
---°F SIN _°F PRECIPITATION;
WORK ACCOMPLISHED TODAY:
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CONTRACTOR S�—T—��RR
INSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
DAY: DATE: - f WDf$ PERIOD: REPORT
a.m.1p.m.
WEATHER: [ TEMP. yAX el •F MIS _
'F PRECIPITATION:
WORK ACCO% :.ISHED TODAY:
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CONTRACTOR SICNAruRe ,
�—�N—SIEECtDR SICNATUP'.
r JE:
m.
AM m m m m M M = = = o = M S m
DAILY INSPECTION DIARY
`
DAY: /� „ DATE: Y=1��7/�'; WORK PERIOD: REPORT Y a.m./P.m. cc a.m./P,m.
WEATHER:% -<_ Ttiyp, MAX j_f •F MIN F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
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CONTRACTOR SIGNATURE I�SFECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
a REPORT
DAY: •�E� i DATE: r /`.=J; WORK PERIOD:_I a.m./P.m. [o _>-- a.m./P.m.
WEATHER; C,- , TEMP. MAX %% OF MIN %_3 OF F iPITATION: —_
WORK ACCOMPLISHED TODAY:
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_~ CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
man r _ _
DAILY INSPECTION DIARY
DAY:u,
---'�—�-�__ DATE: <_=/�' -
R'PATNER; tc � / �� PERIOD: ( a.m./ REPORT M
p.m. to TEMP. MAXF MIN S c_:
WORK ACCOMPL.ISMED 700py: aF PRECIPITATION:
s I
RE
COh�iRACI OR SIGNATURE
INSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
1.: REPORT 1
DAY: f-.E'/. DATE: A' /-�o M-. , WRK PERI)D:: a.m./p.m. to a.m./p.m.
WEATHER: TEMP. MAX %b 'F MIN F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
Tun
ic
LL—`.e) c i'h'�J f, .`U-/L[.L.L• /_.( /- LIJ / .S LL N_L� ��`�, TU L'•d�
Imil- • � �� ��1 7 '� C..'.i .•i y- ♦� ."� -T l♦ � � ( Y
�(�/.il \/ l I.i ems.\ ��• �)IIN ,, I��I�.• yJ _
C _ �_ jam•
d l a " - -
CONTRACTOR SIGN,.TOR4 INSPECTOR SIGNATME
DATE:
DAILY IMPEL710N DIARY
[
DAY: I �a,. DATE: k� , WORK PERIOD: ! a.m./p.m. to `+ a.m./p.m. REPORT b
WEATHER: C_ _ TEMP. MAX (p °F MIN , ' ^F PRECIPITATION;
WORK ACCOMPLISHED TODAY: `—
' i I
1_:
k 1i k
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I
Y
CONTRACTOR SIGNATL'RF. . JJJ
INSPECTOR SICNATLniF
DATE:
m M `
� o •
GAILY IN7ECr1DN DIARY
DAY: /�
DATE: `Y y0 PERIOD:/�— '.0
WEATHER: REPORT to 1
TEMP. a.m./A.m.
WORK ACCOMpT, E !Stti -
",TODAY: ----gyp CRECIPITATInS;
. n
/ .—_ /lie.
'f
CONTRACTOR—p C6ATpRE —_
INSPECTOR SIGNATURE
DATE:
NNN� NNE NNE NNE � NNE NNN� NNE � NNN� � N� r � Ns
DAILY INSPECTION DIARY
is REPORT t
DAY: ('. is r- DATE: -WORK PERIOD:1 a.m./P.m, to 3_ a.m./p.m.
WEATHER: TEMP. MAXI °F MIN '-�-OF PRECIPITATION:
WORK ACCOMPLISHED T_ODAt: ..._
T,
---=- --- ---
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE.:
DAILY INSPECTION DIARY
t REPORT t
DAY: k�.�• DATE: `� (C �_ WORK PERIOD: ,a.m./P.m. to a.m./p.m.
WEATHER: _�:. _ _ TEMP. kW!_°F MIN _G °F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
4-4
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
PATE:
DAILY INSPECTION DIARY
DAY: (`'1 .. DATE: ,IORK PER101):/. _ a.m./p.m. to ' a.m./P.m. REPORT A
WEATHER: c, TEMP. MAX L . °F MIN 'F PRECIPITATION:
WORK ACCOMPLISHED TODAY:f
/ 7
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
DAILY LSPECTION DIARY
REPORT B
DAY: DATE: '/ //O/85 WORK PERIOD.ILL am./p.m. t„ _ a.m./p.m.
WEATHER: TEMP. MAX Ic. •F MIN °P PRECIPITATION:
WORK ACCOMPLISHED TODAY!
_ (2
Zd-
� -r ,dJ/'/;('i x, ._" 'y - - F- EF
�_ -<��_`F= (� .ot .� fie �- 'T f} -�r' •�._n r
CONTRACTOR Slc-'' '?RE / INSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
X
DAY: ( j(-' fl, DATE: �7 //� /A�`.> WORK PER[OD: r� a.m./p.m. to a.m./p.m. REPORT
WEATHER: - _ TEMP. MAX `F MIN •j_*F PRECIPITATION:
WORK ACCOMPLISHED.TODAY:
r•r '
i
Y'
CONTRACTOR SIGNATURE - - '--'� 1'gSPF 7oR SICUP URE
DATE:
DAILY INSPECTION DIARY
DAY: Itily DATE: / !! ' ", WORK PERIOD:I_ - REPORT f
__ a.m./?.m. w a,m.{P.a.
WEATHER: TEMP. MAX,:=•F MIN '°F PRECIPITATION:
WORK ACCOMPLISHED TODAY;
t W
I l
CONTRALTOR SIGNATURE --' RSPF.CTOR cICNATLRE
DATE:
uR r +r r r r r r r r r r r r
11MLY INSPECTION DIARY
DAY: I A.. 1 - DAI E: ...WORK PERIOD: / a.m.tP•m. to a.m.(p.m. REPORT
FEATHER: _ TEMP. MA% ! °F MIN ; °F PRECIPITATION:
WORK ACCOMPLISHED TODAY:
L 'W (/d .
CONTRACTOR SIGNATURE ISSPF.0 'R SIGNATURE
DATE:
.r l
r r r r r r w w w r w w r r a
I)A'LY INSPKCTION DIARY
REPORT x
DAY: t A DATE: I //L _—_—WORK PEHIOD:Z a.m./p,m. to a.m./p.m.
p J
WEATHER: C TEMP. !1A%L`>_°F MIN `a5 °F PRECIPItATIOK: yc -
WORK ACCOMPLISHED TODAY:
L"X
CONTRACTOR SIGNATURE - INSPECTOR SIGNATURE
DATE:
i i i i i i i i i i i alo Maki
DAILY HGVTICH DIARY
30 REPORT !
DAY: 1[ . DATE: //7 WORK PERIOD:7 a.m./p.m. to
WEATHER: TEMP. MAK y!�- °F MIN I;(& °F PRECIPITATION: �..
WORK ACCOMPLISHED TODAY:
7
ef :� A—ZaLCC_ SE6✓� T,rE(/Cf/
G
/Z?o
Aeg
L� ; lLsn._,rc_cti�n ruo�- in., va 0,rllJ,.i.f Z" / i49 r
CONTRACTOR SIGNATURE .SPE R SIGNATURE
DATE:
DAILY INSPECTION DIARY
/'� �_ Re16RT R
DAY: i.IF `,_t7. DATE: 7 /16 /� WORK PERIOD: a.m./P.m to3_ a.m./P.m.
WEATHER: O. c__ TtNP. %LU GS°F MIN S-6 *1 PRECIPITATION:
WORK ACCOMPLISHED TODAY:,
i
i 1 1
CONTRACTOR SIGNATURE INSPECTOR SIGNATURE
DATE:
DAILY INSPECTION DIARY
3y� REPORT t
DAY: ice ,' DATE: L'<'I `'i,WORK PERIOD:- / a.m./p.m. to 3_ a.m./p.m.
WEATHER: TEMP. MAX C. °F MIN Qr)°F PRECIPITATION:
WORK ACCOMPi!bHED TODAY:
4 fx' E� �•v�:
' T
ZL
-- CONTRACTOE SIGNATURE ECTOR SIGNATURE
DATE:
�Y'V
i r M M MMMMMM mum
DAILY INSKMCN 'VARY
-�° REPORT b
DAY: �f_;F l7. _ DATE: .�!_I C Jf'`. WORK PERIOD: a.m./p.m. to .... a.m./p.m.
WEATHER: C'. TEMP. IM _°F MIN °z PRECIPITATION: —
WORK ACC04PLISHED TODAY: Y
-
r
CONTRACTOR SIGNATURE, NSPECTOR SIGNATURE
DATE: _
� 1
DAILY IWECI[CN DIARY
DAY: REPORT M
DATE: : ( .` �C�'>'YORK PERIOD:-/ a.m.lp.m. to 7 a.e.Jp.®,
WEATHER: TEMP. 8AX _ F MIN S- °F PRECIPITATION: --
WOBX ACCOMPLISHED TODAY:
_
i
r
CONTRACTOR SIGNATURE LNhnc SISIGNATURE
DATE:
DAILY INSPECTION DIARY
DA1: ,G/';. DATE: /;::/ ' /_: WORK PERIOD: � a �.m. Co 3_ a.m./p•m. REPORT
WEATHER: TEMP. MAX G °F MIN °F PRECIPITATION: _
WORK ACCOMPLISHED TODAY:
If i
/z
CONTRACTOR SIGNATURE IN PECTOR SIGNATURE
DATE:
AWARDED �7 81 19 _ ContOcl No CAG l"159IM
TOT�'In C•An eEtucdfe.: i1lc.
knu ue., t..34 49004
Bid !3{ of,l. 60
1 SID PROPOSAL
a
j 'SPECMUTIONS
f
1985 CBU SEINER TRUNK
r REPLACEMENT
SOUTH `OBIN ST.
RAINIER AVE. S. TO LOGAN A`. E. S.
i
SHATTUCK AVE. S. EXT.
S. TOBIN ST. TO S. 2ND ST,
CIfV OF REN50N
PUEL;C WORKS DEPARTMENT
MUNICIFAt WILDING. 700 MILL AVf 5
Rf N10N, WA$N. R/055 • L70eI773.7e71
■ TRI-STATE COISTROCTION, INC.
959.iMN AVENUE N E BELLEVUE.WASNINJTpk"W.
BELLEVJE 45S 251: . SEATTLE C]]-1117 • TA4STC-3% E
' Reference: City of Penton
1985 CB❑ Sewer Trunk Replacement
' South Tobin Street & Shattuck Avenue Extension
Contractor's License No. : TRISTC•356P.8
City of Renton ;icense No. : G 5249
Owner: Joe Agostino
Foreman: Lyle Hirst
Bonding Agent: Bush/Cotton associates
AGC Buildinv, Suite 802
' 1200 Westlake Avenue North
Seattle, Washington 98109
Phone: 285-6119
Emergency Phone Numbers: See Attached
-7
' Authorized Signatures: Joe Agostino w � E -
' Paul A. Noble
' An Equal ODCortumty Employer'
1 ■ MIME COISTRITTIO1, 111'.
950-I
SELL IVULAVFMIE NE eELLEVUE.2.7717 GTON 980p,
9ELLEVUE•5515Y0 • SE Ii iLE 99>4N
ENEFGENCY TELEPHONE LIST
Joe Agostino 827-8000
Jerry D. Grady 355-9217
Glen T. Sparrow 232-0843
Larry Agostino 827-5140
Ron Agostino 827-3851
Tom Agostino 793-2487
_. Ralph Johnson _ s42- p:70._ ._...
.__Lyle Hirst _— 794-4810
Tom Hastings 228-8185
Felix Natermas 838-CiV
Bill Schumann 334-3249
James Solberg 363-605S
Donald Rendahl 455-9117
Joe Jacobsen 863-1691
Paul Noble 486-7771,
Alan Locke 59-3065
James Woady (509) 882-4838
,.� 'An Equal oppomun,ty Emptoye,
Application for General Business License
FN NEW ItEiVstIED_�—
wa.Sta' goal"%@ Panto. 5-61Maa
wa.Excl se Tas Nn.[-d7A oaF JG Lleons. r7a7rrTr'M =Z-41, Licenef %0.
�a1Mss Ma�e_r/�_Ste_ f. c:.nt =7. Owner war Tip G fir' r ��
T ` f�
IOCaL1On � r 9—/J H { A J C N.Crl. 6AQLeM Y/ ?C �C6�Gw �✓L _
7
NBLMaa PIgM 'ySS QTer Phone
1'ing
. 4 emergency wars and Phone numbers
etc» wol 10
ph1
uskwss Type—
-4 o!ri ri It•M1 rapt 1♦ v:1.t'I,'11• cI .1 ..
back all hats that apply OescUtm0woi business—
Home, business Ssles,. ptl,cC'� 41f T`K.�J "��% e• '(•-
_ Office SerYloe
Contrattcr Industry-Manufacture . 1
Ylh
Hotel/Motel 1neL tut ion-Educat lOM.
Date business Opened
IAnach rant,-r far OOINAF)CIAUY TONED DUNks"NOW Or1W ll/Tm W said FJ'f,y"Oh*00NM LOOATfo setoE CITY UNITS)
.-sect below the tote! tuber of emplo¢e*et(including•bmrtal(hhe.`.'lulu% fee, penalty, if any, and
the total fee due, a�\ Neese% outside the City Limits, count Only Close employees working in tba Clty.
tnalty fio fnl tailurs to pay License fee within thirty (10) day, of date due is 5% of the
can'* .ae for the first samth and an additional 5% for oath succeeding month, not to *acted 75%.
PATE BASIC FEE M. FMPL40YEES LICENSE FEE ^ENALTY TOTAL FEE
' A. I through 5 Employees 5 *0.00 /•JT�nn ' t'Ti d- `
B. 6 thrcugl: 10 toployees 60.00
' C. 11 through 20 Employets 120.00
D. 71 through 100 - -oloYees 3*O.'bO*Q' u:
plus $5.00 per employee
Dust 21 In number
E. lei through 100 Employees 6*11.00e
plus $3.50 per employee 'OC'ei M--
over 101 an number
y. 201 or Mrs Employees 500.00.
plus $1.00 per employee `
over 2H3 in number
I .ty 1Ivt11Y t1,1t [M .t.t.w.nt[ Ina lnforYllDn IwnllMa DY A o `A. I(yllClL lOn 11. [rW Ina <�tplltl, t0 tM Met of ry amrlWQ.. I
•!w .vare,.IN1e. that tM t4te�nt[ e:t! Inforrtlm turnbMe Dy ae m thU aWllutlon ar. p,elle [were% uW as. IotINN let "i'. \n-
t�Ip -.1 tD atlM O ,ppt wa.s ,. .. atw al-It-itg.
r. � J/��R T[tle / S �. .q• � � ofb ��//��..I.
City of amuton Unmae Division
rn Caeploted Appllution to: 200 kill sawn" both
Banton, vashingtam MOSS
us-xr
OFFICE USE ONLY '
Ito) cn city fit MMfy. Milaq east. — preprv-4p<— u. of w.mem
DEPARTMENT OF LABOR AND INDUSTRIES a THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED By LAW AS A M
REGI$TRATION
EIP.RArch lAlE
Coll
-� STATE OF WASHINGTON
TRI STATf, COMS "
9cq ;0 10.
h� IDaTM
SELLEVUE
ira �eod< t,-
3I:ZZ.S3EFZ?:I33fZ-ZEE '• 5:5.5}:!42,
7f�xaazar
BOND 10 THE CITY OF RENTON
'
I RNDY ALL MEN 9T THESE PRESENTS: Band 5428912
That we, the undersigned
TRI-? AIE Cllyrrl,,.
as principal, and and existing under the laws0—Inc State of New TH_ ._Af_¢RICAN ;NSCRyt Yxptivatit' corps ratio,- organ�rrl
-'erne%corporation, and qualified under the laws is a Surety
of the State of Washington to btcome surety
upon bonds of contractors with municipal corporal Ions, as surety are Jointly and
s rat 1 ft I nd t the City Of Renton in tM penal sum of f34:,061.A0
s fs � r�1T Sit K uaan- for the payment of which scan on der" ere bind our-
I to .as and our successors, heirs, administrators or personal representatives, as the
case may be.
I This obligation is entered into in pursuance of the sta.ufls of the State of Washing-
ton, the Ordinance of the City of Renton.
Gated at '- - ex. , Washington, this /tv IL day of_-,AL^`-C , I�
Nevc' the less, the conditIons of the above Ohl i gat l On are Such that
`J••_
IWHEREAS,. undo- and pursuant tg Ordinance (Jr Resolution) No. 229S providing for
19115 1: ' _S.elrex Irunk ti p:. ,e
Contrast No. CAG 0u8-HS
wh itn roots,[ is rt erred t0 herein and is ma Jr d part hirlo as ttwuyh at[e
and chtd he wet p) ,
WHEREAS, the said Of inc;pal has Accepted, or is ahput fay dCiept, the said Contract, and
I underroi.e to perforn the work therein I, Iiod for in thr manner and within the tint
set forth;
NOW, THERr 511, it tr 'old µl ,'A'11 i, S Htc _OSy _shall la,t''fui It Pe , Ail of t r pro% ,ohs Z. sold contract ir, the manner a , w,[n'n
Inc tins tt rein se forte,, or wifhin such ext h,,iUr•, of time as nay be rdrantea -Art
said contract, and spdii pay all laborers. meChao,cn, subcontrictw s and materrainwn,
I and ail perso"', rho shall suPtIY said principal or svrcnntractors with provisions ar,d
supplies fci the carry,ng on of said wort, and mall hold said City of Renton harmless
from any „'S5 �' damage occasloneJ fp any prison or property by reason Of arty care-
lessnrss or nr ligrncr on the part of saidor any subcontractor in the Per-
formar,ce of ,a d -ork, and shall indrnr,ity and hole the City of Renton harmless from
any dAnaye pr t.prnse by reason of failprr Of perf,nr=rdnce as specified in S310 �On
t tact or }rpm dtfecls appearing br deveio,liny in t'.e material or workmanship pruvlded
of performed under sa,d CCettraCt -(thin a perlpd of tint "L' afltr its 0C'.eptAn4' thereof
by If'* City Of Proton, then had In that event this obligation shall be vofd; but Other•
wibt It $1,411 be and reins uz in full force ano effect.
I _RI-Jt ! GUNSTRCC,ION. 1`JC
ITH£ AHf �µ
11,01
Steven ri. 3usi,, httorn,,y-:r-ear:
Rev isrv:•- '1:J63
1
NFLAL.
T'ra V THE AMERICAN INSURANCE COMPANY
11 Oil ALL MEN eS'TMESE►e►SNNTS tRm THE AMERICAN INSURANCE COMPANY s Cal+wmpn duly wpmnJ aM embna uMer lM
OF IIN SM.,W \rx A.Vr, And MYNA..anac"l MI[t M tow cfiY mw CygY 01 San I•faacra[n.(N(Wya
AIM don,by clam greaenl.rl,yt.Inn."m.and aPPwm Ms mMe,cspHnwrJ and
SYEYEN K. BUSH and M. J. COTTON
Jointly or severally
nK and laaful Allurl¢YM1,,, cl rdh lull pV.n and au N y n,Ill"W....4.n a, uni [rt Pla a w inew In....On wl.acbnnrhd'.w
h•er aaY aM W pwp..unde"wna, rcc0pmtanc<Y In wMr xnnt..1bleuv.,An ton,nM..l intim'
LIn bmd Ate Rnprnaeon lMrrA mull,and ro:M uw arnr.•J+uch pond,xrm e l upm11M arp dW,a.nl<d by ,,Starman MepY 4 d nF eM,onhlmml[II Ihn IK Yanl 4IInrMyh M FW,buy Ala n,law wPK ".41
OI IM
.vr alW'"n Iw n pam Mr <d NII.I..ul Amlk kill m.Se. n III and W B and f dna ul THE AMt R1CAN INSI,RA N[E CCNPANY�w+In lull
Aralk Vitt.ADpwnnam bad A wAonL Uucani urrcaries."a Anprnel in Fall and AFern m Cecil L Plat Prawns aad MdtAPppuKea.
Emma Id,APp•xll..l The fhuimu.of gyp, Wald ,,nnellar.,Ibr Prmlarin any Vlte•P,An Atn,0r an,mhv Muhn amhmued pY the Raard nl
'[r1 (K(lpalrlaan el lnr anard nl lhrraurs ;ne Prmdenl dr aa'VI[r`Prhbtn.•May'1"0-Y Id nwr,apPnml RAIXIM Amllam Swnu nb
+d IncAnnAn.w.F."IP rtpexm And an iw wd nn MMV W.M CMParclpn 10d A,.,,10.[a Jl kcal pdcn,and mate apOemMn I.,and Pn
MMII01 W Co,pn.anna
SKroO It. Au:noury TM AmnmvY of n:n Rrsbrm Muuanr Srclraa[rn. Artwnen+n Ful,and Alem.Mal;be m p,M,, d b nu ranny"I
lbaT Per.lmu.Pauun...'.mrd 401 n.n APPPmiaenl and all aothOnlY slanted.heltby may bt rr•aam al any pm[p PM bald 6f Dnlllpn Pr by
praN n mllrYuch aDW Immml" y
�FXlCThis ppoorn d alwKY , .grrd aml uakJ urWe alW nY IM aelMnn, of,M fo;Innrq Rndmron laprd M eM Roard of Dlrcnw.of THE
AN INIUk ANI E(`OMPANI aI a memo!dub called aW MW on IAr Bop daY d Srpltnhr. taM.and saM R<.Wulxrn M.nw Mrn
nJ[J w rcpeakd
E.SOfAEO IAu lAr lynamee 01 my.xr fhe»Km.bslgam Seoulaq.alW Resbeal A,alaam Sellrlary W Iho Cwpurmxp and IM xal 01 Ihn
fmp^mron l„ay M alpxd ul purled on am p•xer W allwnry.wl say«vwalpn W anY parer nl anw K+ M un anY crroh:ak rrbUly rhnelo b,
m1k aW.n+P➢rn W YIMK/ +ny Prroraem.N any Pater n1 mMYKT.a«[nMale be ry ouch la[smrr4 vynnwr w Ixs+m�k NAl.MN M
� .,m hnd.y upnr Ibr Cptmealmn..
W ITNESS W HE0.EOF.THE AME:0.ICAN INSURAN{`E COMPANY MY eaa.ed rMx ptsem+p he ayKd EY m ynw,PPPsWrPI
�in lwparme xalw MRrreunloaf(uadlM,__ 22nd daY al April BS
19__
r TNF AMFRI('AN INSURANCE C(iM►ANY
i ` ` by
n 5 ..
37A71r —AUFORMA
CDWn,A MAIDN :
O.ma 22nd ay ar April as Richard Williams
,,,1ppQ..e!hurl.•alp,bn _- am",
19,_� Mlw<mr prrnnal4Y qm[
�at"M.cnbell w�0 r%'In n"dwrlM ap l xe ,1.4 ulna K nox,Ihr Pxa�asad l Hi AMt it ICA INVUNANI l is C�tlPA N}. eM(m
wcb.wPvavual lMlx•mwdine.rP,urJer of lne Mnmdnl D,lrnun .1ih(Al pwmron.lMl lM vm anjaw In INA lam,aauun..m
Pwaeda aad lMl K synod nl.name lhttea by blr order
FN W RNF.SS y HERF)F.1 Mve bercum.,W ml nano aM alhad mY,a1i.ul xal IM al aad Ybr!Prom I4.1 ah.e vn,rn
YemmawamaeMme.aM.....nm....e
OFIftIAL b1 n,
SUSIE k GIEiERT ,•,,,a,,'_,•��
• WIMT aNM1(.ImalnwlA
a,.ArA MI.In Man.
lus
aY 4^..-1,.AA 11.Iret Q
1'wsr.raNmanm««emammmwrmr[xsun.sms.li t'ERTEFH'Al'E
' STATE OF CAUFORNIA
CVUNTT OF MAIUN } m'
I. IhI undeny.n,, brn,N ,Murano\.......I n1 7NF ANt 4K AN INALit ANILI (TIMP1v Y.a NFy 11 it%k CaPmmpa Ws HI NI NI U k
'7U; Il. lbe Io:Rmq aeb arts w PUN i R(It AT fORNI 1 rcmam:m IWl IPr a and has nw Men RaarJ.aM IP11MIm.ar IMI An Ol i Iil Sr,
n AY and l:nN"t lY kxvpflMCm Porn.,:,Aa0lpe Rtwlm�na 0l:M toads!D+rn.M,.rrfaalnmrK Pnx<r of Aow K+.me nox mlolca
Signed and tented tr Lhe -ounty of Mar4D, acted the day of 19
r� }
ft g .A\xManl Se.•alq-_--'--',,,/��91�_.-._..
'Eox1.TA-s9,
or �BSVE OATF
PROWICEa TWA CERnRCATE M MBYID M A AMTTEA W MFORILATDY ONLY AND COIEDE
lLEEb/Cotton Aasae ia[aA HW Alum IIROR THE YIRT ft IDLOM.THE QATFICAV DWSA Ta11Bq,
EMTHIO OR ALTEn Tau COVEW E AEROID®r TIE POMOEa WL"
12M Vostlsia Asa. k.. #CO2 -
Seattle, W:. 98109 COMPANIES AFFORDING COVERAGE
L n r A Vatted tin i CEEMIq
INs�atn... .... _ tET�R IEta{rlty IM. Co. _
Tri-State Ceaatrsletim. inc.
959 lUtth Ave, R.E. --
Arllevue. LA. 9900A gAW DR
CpMCAN/
I LC`TEP
THE E WT MV0 1NAT ROLJOEf OE Y T MA W UETW N O MY C EEEM CT ON O0 THE PEAKED NANiO MOVE FOR aE ROLN'Y PCERTO OITE MY
@a I&&=tyDMy o RIK"a pg T,irlY 011 COI W OR ANY COMPACT 0110 MO oO4 !T 1ALL THE TO S. L CERT AND C NAY
i 6A11l0 OB WLT PMTAM.IIE EEWANLS ARFOID®EYTHE POLN:IE40laCRIEW iIEM E 90lJEC.TO All THE TEWD.EEr1UBwIM AND CONq-
rx"0i Sum o0LACtl. _
TYPE OF RfSURANCE RQI.ICV NUMBER q.LY EPRCiM K1LY EPMarRN LMT'DL LWTS M THDUNAND
'400R
� M' .VN9NT±, a+n AeaVn'n FFBI�
Li 'n
ODINIAI LIAEMTY ------ —_... ...___ $
RIEtaSFMAFM�ntl ,� s $
Ngp1C!SfOFIF?EOOKMttrit i
WIYfRACRla I $y9p $S00
ErtAEHtflrt tdl'.RACTCM
:610A0 R M MOPERtt OMUQ ! I
PEMCILe.YLkp P£R9oNAL eUURr $ Intl.
WTOYOaaE MAaERY NWMF $
.r�MY MRo tCPbSiAB :r-28-ii5 A-18-1i rm Rw..
ALL OAwE:1 WfM'{ PASS $
! A;:ONMD w105( RP �') i PO ttnib,
FUlad lW4t�tt b an
�URiaN@PI a..Rl.
`,� llwetu c
NeM I IEY90i-70 9-NI-Rt 9-30-85 •"•' ol$10.QWO $10,000
—tom-�_ .. nM1i Vim
YIOIIKEi45COAWENSATroR
AND tr LM�Ti
! EWLOVERS uManl _____. _.._.__
5 ;[riEUE P.4:A FMttfrvEf)
OTHER
I
OES':RIRTON V OP[MTION'wl'Y.'.A'!CN^, .n;iE5l5°F•:'Pt.;.'M`� —f —'--_ �..—.
leaSEEtc " C" •wr Trwde iEELewEc "at? Tobia Stroot,4. 5hacttykA A,.p9'
t 1 City EZ tEntiE, DSricl •1 Mblit Works but onl pets t�N •Hoed
IMlErad•s gEPEtlaw M tbs rMlect daacrlbad Mrsin.
BE'( t`HE EP
city of Ewnton
Public Jorks De rtsent Uf •�� C�y� a_y�py OTNE
ha4:cipal baildlEct,. 200 dill AvW, $. �E :J36l 6 W 99F
ta44aYt1. A►. SI all
%055 AIITIARRE6 nEPPEBcInATVE /
Y .
' 6-24-85
Ci.P OF RENTON
tADDENDLH NO. 2
TO THE PLANS AND SPECIFICATIONS FOR
1985 CBD Sewer Trunk Replacement Project
' TO ALL PLAN HOLDERS:
You are hereby notified of the following change to the "Pre-Qualification
' of Bidders".
The pre-qualification submittal date of July 2, 1985, has been changed to
June 28, 1985. Those deemed qualified will be notified by letter and phone
' call prior to July 2, 1985, bid opening.
All bidders shall acknowledge receipt and acceptance of this Addendum M2
' by signing in the space provided in the "Schedule of Prices". Bids
submitted without acknowledgement of this iddend- � will be considered invalid.
1
t
1
1 6-19-85
1
CITY OF RENTON
ADDENDUM NO.1
TO TNL PLANS AND SPECIFICATIONS FOR
1985 CBD Sewer Trunk Replacement Project
1 TO ALL PLANNOLOERS:
You are hereby notified of the following addition to the 1985 CBD Sewer
1 Trunk Replacement Project
The Schedule of Prices for Schedule "A" is modified in accordance with the
Iattached Schedule of prices.
Also, in order to assist the contractor in meeting his performance deadline
of August 31, 1985, for installation of that portion of the main between
S. 2nd St. and Tobin Ave. S., tl:e City is fast tracking the award procedure.
The award of the contract by the Council , if everything is in order with the
1 bids, is schedul i for July 8, 1985, with the contractor being able `o sLart
as soon as he is able to provide all the necessary contract documents and
execute same.
IAll bidders shall acknowledge receipt and acceptance of this Addendum Al by
signing in the space provided in the "Schedule rf Prices". Bids submitted
1 without signed acknowledgement of this addendum will be considered invalid.
!
1
!
i
1
1
1
i
f.IT'Y Of RENTON
SIC PROPOSAL AND SPECIFICATIONS
1905 CM SEWEP iRLW REPLACEMENT
S. TOB1N ST., LOGAN AVE. S. TO SHATTLCH AVE. S.
i SHATT" AVE. S. EXTENDED, S. TOBIN ST. TO S. 2ND ST.
SEWER PROJECT NO. S - 389
i
' Summary of Fair Prectices/Affirmative Action Program, City of 7enton
Scope of Work
Vicinity Map
Instructions to bidder
Call for Bids
'Certiflcaflon by Proposed Contractor/Subcomfracfor/Supplier/ref. EEO
•Certification of EEO Report
•Minority and Women% Puslmes% Enterprise Parficlpatl On
'Certification of Bidder',, Affirmative Action Plan
i •Combined Affidavit and Certification Form:
Non-Col Ius l on
Antitrust Claims
Minimum Wage Form
' •Bid Bond Form
'Proposal
•Si hedule of Prices
i Pond to the City of Renton
Contract Agreement
EEO Compliance Report Sample Form and Instructions
i Hourly Minimum Wage Rates
Envlr-ormental Regulation Listing
Hourly Minimum Wage Rates
Supplemental Specifications
i Special Provisions
Detail Sheets/Standard
1
iDccumenns marked • above must be executed :y •> President
and Vice-President or Secretary If corporatlor it. All pages
imust be signed. In the event another person h authorized to
Pvecute contracts, a copy of the cc Potation n ablishing this
authorlty must be attached to the bid tlx�rsnt.
CITY OF PENTON
Public Works Dept.
Penton Washington 98J55
EMBII "A"
CITI OF R£NTON
' SUMNARI OF FAI£ PRACTICES POLICI
ADOPTED NI RESO,.UTION NO. 23"
tthe policy of the City of Renton -* Lo promote and afford .qua'.
treatntnt and service to all citi'%: and to assure .Qua: empLay-
ment oppartuni ty ea a:i parsone regard leu of race; creed; eolar;
ethnicity; national origin; se/; the Prove nor of a non-job-re 2a ted
Thyai cal, sensy &hall or mental handicap; age; or maritaZ stater.
?his policy she ZZ be Dosed on the prinei,Zes of equal an p lc•,ment' opportunity and affirmative action guidelines cs Met forth {rt federal, state and :anal laws. All deparcns me o! the City a!
Renton shall adhere to the following guidelines:
' (ZJ ENPLOINEffi? PRACT7CES - AZ actiei tie/ re:attng to empl
.an.
auc as rperuttwent, selection, Promotion, tarminarion
and training @hall be conducted in a non-diacriminatnry
manner. personnel decisions will be based on indi
' per!'manom, staffing rtqui........ and in aeeerdanee
with govern:nF .7iviI Sarvi-. Laws and the agreement
between the Pont-, nd the Washington Eton Coate
enp ueee
' tCl COOFFL4 L r v Rana. • - _ __ - 'he
o Brae - `•'
aam-tei.. Pja.Lte': p OR/ 1M1'.I
r ..'vea and .
opport4, is a r.
!3. AFFIRMAT rE A-71ON .-Ay the it, at Renton. Ae;.rn; fry
Action rc gr¢m wx c< e mu xn tainod to faci ZLtatm equit,:b:e
' reprtsentation within the City workforce and to aeeure
tquaZ employment opportunity to all. It shall be the
reeponaibil:ty and duty of al: City officials and em . •(e
to carry out the Policies, P `O'
P this
and corrmr ci tre
' employee se Mee forth be this program. Corr.ct i;r¢
employment .program, may be established by the Mayor c
the recamnenaatian of an Affirmative Action Co P. ittmer cur
those departments in which a protected olaaa of
is under-reprasen ted.
(U CONTRACTORS' OBLIGATION - Contractors, eubaon rraczor8 ani
eupp era son uctxng ua irtese -ith the City of pen' •n
eha ZZ affirm and eubseribm Co the Ftir Practices a. No .
Jiecriminaticn Policies at earth by law and in the
Affirmative Action Program.
' Cepias of this pcUoy .hall be distributed to ¢ZZ C't
e ha:I. ear in all x g amp-'get'•,
appear roperationa: documentation o! the C{ty, ineZu?i n.;bid aa.2e, and ehal. be prominently displayed in appropriate ^
facilities.
' CONCURRED IN by the City Council c! the City of Renton, yashin ;r J•,
this 2vd day of Just I080.
'.CITI IF R£.971'8; RENTON CITY COUNCIL:
-
ounaiZ President
Att.9t:
Issued: July lo, 1972
' j� ��, in� Revised: February 9, 1976
t! C erk Revise': June 2, 1980
S-389 Sewer Trunk Replacement - , -.�, 2+
CITY OF RENTON
1985 CBO Sewer trunk Replacement
South Tobin Street d Shattuck Avenue Extention
SCOPE OF WORK
' The work involved under the terms of this contract document shall be full
and complete installation of the facilities as shown on the plans and in
the specifications; to include, but not be limited to, sanitary sewer pipe,
manholes, grading, paving, and complete restoration of all surface material
so as not to be a visual detraction. All work shall be as set forth in the
design drawings and specifications.
Any contractor connected with this project shall comply with all Federal,
State, County and City codes or regulations applicable to such work and
' perform the work in accordance with the plans and specifications of this
contract document.
t
� O� a � �' 7yf �• le'; I1 yi i1)
. 1'Ll
{'i.li
� 1 � I, 1 e ♦ •ley
�p�Q,i€LOCATION 4 r'
�.J = _ ,, ! 111 ""-I ��t� 1 �( �- -- V�- •)rY�c PARK'
chn
'�oe
Ir
{ ," .�^•` .+2 '\��, n•1 \1/p{ Mil ie�Y y�;�.• 0�'",;
irk, I '1lp
1
AL_
�rl`•i tI 1 � II' I I r , ('
(y , ` C i T Y O F RENT O N
1111,1'11, ' l�1 I� ENGINEERING DEPARTMENT
j gpll�µ��IIII!� II a I. S. TORN/ ST. SANITARY SEWER
it — 'l �f ( LOCATION MAP
Jfl 1 1�.•.� ,
d j..a{ E �y`• k: bE51GNEb_— DATE _1F QtE itLE rq _-
1
. .i.�1,,111tI- t1F�' e ".� ,•;' )• pIMYN 4CALf P•�a00• plEEt_a _
.' T!_`�1.,�L� ICJ• . ` '.•i .:� 1 .�I•'' CHECREO_ nNOVED
INSTRUCTIONS TO BIDDERS
' 1. Sealed bids for this proposal will be received by the City of Renton at the
office of the Renton City Clerk, Renton City Hall, until 2:30 o'clock p.m.,
on the date sp -ified in the Call for Bids.
At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
No proposal may be changed or withdrawn after the time set for receiving
bids. Proposals shall be submitted on the forms attached hereto.
' 2. The work to be done is shown on the plans. Quantities are understood to
be only approximate. Final payment will be based on field measurement of
actual quantities and at the unit price bid. The City reserves the riqht
to add or to eliminate portions of that work as deemed necessary.
' 3. Plans may be examined and copies obtained at the Public Works Department
Office. Bidders shall satisfy themselves as to the local conditions by
inspection of the site.
4. The bid price for any item must include the performance of all work
necessary for completion of that item as described in the specifications.
5. The bid price shall be stated in terms of the units indicated and as to a
total amount. In the event of errors, the unit price bid will govern.
' Illegible figures will invalidate the bid.
6. The right is reserved to reject any and/or all bids and to waive inform-
alities if it is deemed advantageous to the City to do so.
7. A certified check or satisfactory bid bond made payable without reservation
to the Cirector of Finance of the City of Renton in an amount not less than
5R of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders immediately following the decision
as to award of contract. The check of the successful bidder will be
' returned provided he enters into a contract and furnishes a satisfactory
performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Should he fail, or refuse
' to do so, the check shall be forfeited to City of Renton as liquidated
damage for such failure.
8. All bids must be self-explanatory. No opportunity will be offered for oral
' explanation except as the City may request further information on particular
points.
' 9. The bidder shall, upon request, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
10. Payment for this work will be made in Cash Warrants.
Rev. 7/15/81
t
(Non-FNMA Only)
CITY OF RENTON CALL FOR BIDS
' 1985 CBO Sewer Trunk Replacement
South Tobin Street A Shattuck Avenue Eztention
' Sealed bids will be received until 2:30 p.m., July 2, 1985
the City Clerk's office and will be opened and y at
conference room, Renton Municipal Buildin Publ cl read �n the th loot
' 9. 200 Mill Ave. South.
The work to be Performed within 75 working days from the date of commencement
under this contract shall include, but not be limited to:
tInstallation of sanitary sewer and appurtenances, grading, paving, and complete
restoration as Set torth i.t the design drawings and specifications.
Th,- City reserves the right to reject any and/or all bids and to waive any
and/or all informalities,
' Approved Plans ar,d specifications and form of contract documents may be
obtained at the Public Works Department office at the Renton Municipal Building
for a deposit of S 35.00 each set plus $ 5.00 to cover postage, if nailed.
The deposit will be re unded upon return oft ;e Plans and Specifications in
' good conditior. within thirty days after bid opening. The :nailing charge will
not be refunded.
A certified check or bid bond in the amount of five percent (58) of the total
amount of each bid must accompany each bid.
' The City's Fair Practices and Non-Discrimination Policies shall apply.
uty Clerk
tPublished:
Record Chronicle: June 180 8 June 25th, 1985
Daily Journal of
Commerce: Juoe 17th d June 24th, 1985
CERTIFICATION BY PROP-,SEC COh:AACTOR. SL'BCONTAACTDR AND SUPPLIER REWDlm: EQUAL EMPLOyMENT OPPORTUN STY
44 Rt. �TRl-1,nf+. /�11 At Tle.1 fwlc sour,+Toetat,����
a OM f f[1 ('p(:t raCt02 Pr.3." —
INSTRUCTIONS
This certification is required pursuant to fedsrai Executive order 112/6. The implementing rules end regulations provide that any bidder or prospective contractor, Or any of their proposed subrnntractors
and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has
per ticipated :n any previous contract or subcontract aUblect to the equal
rt
so, whether It has filed ell compliance reports due under applicable instructions isy clause, and, it
The City has heretofore adopted Resolution 2340 under date of June 2, 1990, pending a Po -Fait rlity, as implemented by en •Affirmative Action Program• there3r axhd4nq the policy of theP Cityeetie ofss
Renton to promote and afford equal treatment and service t0 all citizens and to ♦amure equal employment
OPPOrtunity based on ability and fitness to all Persons regardless of race; creed: color; ethnicity.
national origin; sex: the presence of a non-Job-related physical, sensory Or mental handicap; eve or
wr,tal status. This policy Nail likewise apply to all contractors, subcontractors end suppliers
conducting business with the City of Penton who ib turn shall aft,rm and subscribe to said practices
and policies. The aforementioned provisions Nell n^i apply to contracts or subcontracts for standard
Commercial Suppliers or raw materials or firms or organizations with less than contracts Of leas than 510,000 business per annum with the City. light emplaytas Ot
When the Contractor/Suhcontractor/Supplier (hereinafter referred to as the Contractort is required by
the Ctty Of Renton to submit an Affirmative Action Plan, the minima+ acceptable pracentage of minority
empIOYment will be that percentage which is currently listed in •Appendix I• (City of Renton Goals end
Tie Cab lest in the pub;shed City of Renton Affirmative Action Program, i.e. 9.1%. This Program is
available for review at the Municipal Building.
The undersigned contractor therefore covenants, stipulates and sorees that during the performance Of
this contract be will not discriminate against any person in hiring, promoting, dlechargina, comren-
aating Or any Other term or condition of employment, by reason Of such Person's Statue, reference
the (11) categories listed in Para. 2 above,
Contractor further agrees Chet he will take affirmative and continuous action to insure full Compliance
with such polity and program ,n all respects; it being strictly ^nderstood and agreed that ftilure to
comply with any of the terms of said provisions shall be and constitute a arterial breach of this
contract.
Units tOr shall, upon request and/or as awn at possible thereafter, fur mah unto the City any and all
information and reports required by the City to determine whether full ccmplisnce has been made by tag
Conttactor with Said policy and ptogtnr and contractor will permit access to his bookr, records and
accounts by the City for the purpose of Inveatigotion to ascertain such compliance.
Contractor further acknowledges that he has received a true and complete copy of the City'a 'Fair
Practices Policy.-
- ontraet ent> ipAtion r
CERTIFICATION BY: CONTtR�ACTCR ✓ or SUBCONTRACTOR or SUPPLIER
' NAME: MI- `-r �tM Cwr otu
ADDRESS: 12-lot HI/E/.11c Al G BEAU"E 4lR 11dot, ___
REPRESENT�AFT}I lES:TITLE: Phi per__ aQJCC1r 1 IR Af PN:NE: a•}
�1. Contractor/Subcontractor/Supplier be$ participated in a previous contract or subcontra:t subject
to the Equal opportunity Clause: ✓yea No
2. Compliance reports were required to be filed in connection with
-Yea _No tID eUoh contract O[ e -Ont[ect:
1. Contractor/Subcontractor/Supplier has filed all compliance reports due under eppll.able
Instructions: dyes _No
a. If answer to Item l is •No•, pleese explain to detail nn reverse side of this certification.
CERTIFICATION: The rnformat:on 01011e IS true d complete to the best of my knowledge and belief.
41
lime en Title o Signer p ease type or pri tl
X
r JIIL�I 11 PS
gnature _
Revlswed by City Authori Cyi Dace:
nv+. 1/31,43 —�
CERTIFICATION OF EQUAL EM.PL013ENf OPPORTUNITY REPORT
Certification with regard to the Performance of Previous Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
Reports.
The bidder r Proposed subcontractor , hereby certifies that i,e has w•
has not , participated in a previous contract or subcontract subject to the
' equal opportunity clause, as required by Executive Orders 10925, 11114 or
11246, and that he has v , has not filed with the Joint Reporting
Committee the Director the Office federal Contract Compliance, a Federal
' Government contracting or administering agency, or the former President's
Committee on Equal Employment Opportunity, all reports due under the applicable
filing requirements.
(, 1
T T10-). I/Jc .
By: w
kk-O�GOS T 1 A)o
rkas[1
' (Tit it,
Date: JUt.-I Z. l4lr_
' Note: The above certification i . required by the Equal Employment Opportunity
Regulations of the Secretary of Labor (41 CFR (0-1.7 (b) (I; . and must be
submitted by bidders and proposed subcontractors only in connection with
contracts and subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
are set forth in 41 CFR 60-1.S. (Generally only contracts or subcontracts of
' $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the
tExecutive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
' previous contract or subcontract subiect to the Executive Orders and have not
riled the required reports should note that 41 CFR 60-1.7 (b) (i, prevsnts
the award of contracts and subcontracts unless such contractor submits a
report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
C
' PUBLIC WORX OR IMPROVEM4NT Rev. 4/83
' PARTICIPATIOIi CERTIFICATION: REP. RCW 35,22.650
CONTRACTS EXCEEDING $1,000 (OR $15,000 FOP WATERMAIN CONSTRUCTION)
' MINORITY BUSINESS ENTERPRISES (ME)
and
WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE)
(BUSINESSES OWNED AND OPERATED BY WOMEN)
Contractor agrees that he shall actively solicit the employment of minority group
members. Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of his compliance with these requirements of minority
' employment and solicitation. Contractor .further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantially equal
proposals in the light most favorable to said minority businesses. The contractor
shall be required to submit evidence of compliance with this section as part of the
bid. As used in this section, the te., "minority business" means a business at
least fifty-one percent of which Is owned by minority group members. Minority
' group members include, but are not limiteU to blacks, women, native Americans,
Orientals. Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
establishing minority status in accordsnce with criteria cited above.
iTo be eligible for award of this contract, the bidder must execute and submit, as
a part of the bid, the following certification which will be deemed a part of the
resulting contract_ A bidder's failure to submit this certification or submission
of a false certification shaii render his bid nonresponsive.
MINORITY BUSINESS ENTER➢RISE CERTIFICATION
t - Rt- StiYrr JojK. Certifies that:
Name of Bidder
(a) it (does) (Joan-f,") intend to sublet a portion of the contract work and
(has) :has-a") taken affirmative action to seek out and consider ainorite
business enterprises as potential subcontractors.
(b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
MBE Min. Gr. WMBE
El
' (Name of Firm, Bid Item, Results of Contacts)
t 3• ❑ ❑
4. ❑ ❑
5. E LJ
Mr./Me. has been designated as
the liaison officer for the adminl 87
at n of the minority business enterprise
program for this firm.
w
1 CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
1 Bidder is to indicate by che,. -mark which of the following statements pertains to this
b, package, and is to sign the certification for that specific statement:
1 a) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
1 "Average annual employment level is less than eight permanent employees,
and the total contract amount with the City during the current year is
less than $10,000."
1
Company Date
B1.
Title
OR 0 b) It is hereby certified that an approved Affirmative Action Plan .s on
., file with the City of Renton, and tlat said Plan specifies goals and
timetables which are valid for the current calendar year.
i
Company Pate
1 BY:
Title
1 OR c) It is hereby certified .hat an Affirmative Action Plan is supplied with
this Bid Package. Said Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
1) Present utilization of minorities and females by job classification,
2) Goals and Timetables of Minority and Female Utilizatiou, and
1 3) Specific Affirmative Action Steps directed at increasing Minority
and Female Utilization.
1 Company ate--`
BY:
1 Title
OR d) It is hereby certified that an Affirmative Action Plan will be supplied
1 to the City of Renton within five (5) working dais of receipt of
notification of low-bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract aware, and
1 it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilization, and
3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
1 TR1_S„'r'A-M l -QyLTRUcT iOiJ, INC. 7a- tS
■ Company r� Date
1 title
Rev. 9/9/75 �`�
t City o1 Renton
Combined Affidavit d Certiticaflon form+
Mon-W lualon,Ant I-Trust, and Minimum Wage
' INon-FeWal Aid)
MOM-COILLOSION AFFIDAVIT
t Being duly +morn, deposes and says. that he Is the identical person who submitted
the foregoing proposal or bid, and that such bid is ganulne and Trot anon or col-
lusive Or made In the Interest or On behalf of any person not therein nerved, and
further, that the deponent has not directly induced or solicited any other Bidder
on the foregoing work or equipment to put In a anon bid, or any other person or
corporation to refrain from bidding, and that deponent has not in any manner
sought b-1 collusion to secure to himself or to any other person any advantage
over other Bidder or Bidders.
AND
MATIFICATION REr ASSIGNMENT OF
' AMTI-TRUST CLAM TO PUVANSER
Ve Aor and pui chaser recognize that in actual e.onomic practice overcharges
resulting from anti-trust violations are In fact usually borne by the purchaser.
Therefore. vendor hareby assigns to purchaser any end al c bins for such over-
charges es to goods era materials virchesed In connection with this order or
contract, except as to wercharges resulting imp+ eci l-trust violations con-
mencing after the date of the bid, quotation, or ether event establishing the
' price under this order or contract. In addition, vendor warrants end reprssenik
that each rf hit suppliers and subcOnfrectors shall assign any and all such
claims to purcf..-or. subject to the aforementioned uception.
AND
MININIM WIGS AFFIDAVIT FCsd
' 1, the undersigned, having bun duly sworn, disposed, say and certify that in
connect loft w,in the performance of the wrk of this project, I w I I I pay each
classification of laborer, tgrkMn. Or eechc Ic employed In the performance
of :uch mork; not loss than the prusi l ing rate of wage or not less than the
filar rote O' .vgoa [s $,1 'm`lte in the ,'ripal -mtcnct; that I Any, read
`ns soya end longeing sts'r vent and Wr1,U Ns. know the contents Thereof
ono the substance as mot for in therein ;b "r to my knowledge and belief.
FOR, NON COLLUSION AI ASSIOeENT OF ANTI-TRUST CLAIf6 TO PURHASER
AND MINIMUM WAGE AFFIDAVIT �^
IProject
"Tat- STATE STR r-s anal. I"C_
Mau of Brdderls lira
Joe AGUS TIAo
Piz far s1 s—`-
I furs o1 AUMorlimd Napresentef na o1 Bidder 1/
' Subscribed end sworn to before an on thin: Lq0 day of vUC+
19
Notary Publ it in and for the State
OI Washington
Residing at
810 BOND FORM
' Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of $ which amount 4s not less than five
' percent of the total bid.
Sign Here
BID BOND
Know All Men By These Presents:
That we, as Principal,
and as Surety, are
held and firmly bound unto the City of Renton, as Obligee, in the penal sum of
_ Dollars, for the payment
of which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
award to the Principal for _
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
1 accordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Surety or Sureties approved by the
Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
' then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, as penalty and liquidated damages, the amount of this bond.
SIGNED, SEALED AND DATED THIS DAY OF 1g_
t
nncrpa
ure y
e
19`
Received return of deposit in the sum of f
BID BOND FORM
t Herewith find deposit in the form of a certified check, cashier's check, cash,
or bid bond in the amount of S___ which amount is not less than five
' percent of the total bid.
Sign Here
' BID BOND
C' Know All Men By These Presents:
that we, IRl-cTATE rnvcTRrrTION IN as Principal ,
and THE AHFRr('AN INSURANCE COMPANY , as Surety, are
' held and firmly bound unto the City of Renton, as Obligee, in the penal sum of
FIVE PERCENT OF TOTAL AMOUNT BID---------------------Dollar. for the payment
' of which the Principal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
' The condition of this obligation is such that if the Obligee shall make any
award to the Principal for 985 CHU Sewer Trunk Replacemenr South Tobin
-�Sreet s Shattuck Av•nue Extension
according to the terms of the proposal or bid made by the Principal therefor,
and the Principal shall duly make and enter into a contract with the Obligee in
' accordance with the terms of said proposal or bid and award and shall give bond
for the faithful performance thereof, with Suret,, or Sureties approved by the
' Obligee; or ire Principal shall, incase of failure to do so, pay and forfeit
to the Obligee the penal amount of the deposit specified in the call for bids,
then this obiigation shall be null and void; otherwise it shall be and remain
' in full force and effect and the Surety shall forthwith pay and forfeit to the
Obligee, as penalty and liquidated damages, the amount of this bond.
1 SIGNED, SEALED AND DATED THIS _nd DAY OF _ Ll1V lg 85
TRI-STATE CONSTRUCTION, INC.
.// —�— r nt pa
Hy (_i -,� THE AMERICAN INSURANCE COMPANY
Steven K. Rush Ur! y
Attorney-In-Face
' Received return of deposit in the sun of S
FNERLL
iT MNry THE AMERICAN INSURANCE COMPANY
1411M ALL Mf N all THFSF PRS_SFNTS TMI THF.AM F RICAN INSURANCE COMPANY A C.Mm,.m dull opnrt,]pro nnlmt undo Ine
of IM Sine M by. loop X, and he.rry.Y"meho.l oar, on the C.,and Cdeen,.1 San Flal¢Xco.cmdono "nud<. romuluteJ pro
xel<d.and du,.by IM.p,.<n,o ones,.comouk and AyPdnn
STEVEN K. BUSH and M. J. COTTON
jointly or severally
ow and la.ful auwlMNX,h FNI .,In full on",and.udxxn,nn,b,codMOd Ln x,n.m• P1.,,and,lud_turencd. Xal_Ink M_.I'd"end
n.X and eod all pond. ayone ekrry, ucgnaanen or .n,l,n uNrpom,onIne IXmer IM,eol -
L.bond the(o,c•al,on Ibelrn,n lull,pd u,.Ind same rnem.,of wch haMI.e•e otned b,on,Ppe,d,nl ItAkd rxh,Ae aup,.ne Hd of,h,
('ppw.I,on end duly.lao,d b,n,$ruew, Web,,n.fymt end lonAllnlnt all'yl the 140 Allen.,I')..F.1 send soon ehe peonn<I
M.e,of.Iu..No.n"..I'd N......In Anrd,Vlll Section Nl end 11 A By N..ofTHE,AMERICAN INSURAN(F COMPA W No%on lull
rr o.d rrteu
nnM VIll,APJooalmMl.MAafhotolh Montano NnewM.,and Allooffer errata Ateau maaeplL./.Ihococ.nol Male Appemnce.
Sl,noe PL Appmmonml The fn.-,a.,e If:ne Bnud of Dneeonnl the Penidenr..-I VMe Plndrr�or 1.,dIAX Pn,on.ulhnlold by In,Bond of
trFld.,Im ChW send dl Ina nOnd of 91111..11,Ind Pleldenn or N,YMO P,Xdfo,seae. base hmr In lion, apMlal Rndm Aunum Snrau+,
o Arnorhe,,se3Mp ro Hdrr.eal AM.11 for end on behalf of In,Col"lo oon And Allen.,to RI<pl kPl p1.1,1 end ma„.pPooY.,Mn I.,Aro no
\rMlloft\,CorppeaoA
tpIMA 11, A.M.1, The Alllhordy M wln Rndrnl AMXHnl SXIeHtwo, Apofee.b on Fect,W A,enrl,hell M to pfruulXd in Ine InoRehonl
drnnnt Ihel,eppomlmra, And..,won.rho,.,h e..end.d..guru,VMled llomb,mb Oe«puked.1.n, I.,by the Flood of Dun.un no be
1 Mon.flrlpd.rf<d I.seek,i.,%.,umi lMnl
Th., M+ef of Mua••, n ,yord .M .rakd uMe, end by one.ulbonny of the lullouma Newlm,on adorned M the Ra•,o or fhrrclnr%of iH1.
k■MI PI(AN INSIIRAN(F I OMPAN) •I.Ivrnny dub oiled.M held on Ine :Ain Aq of SrpHmlMl YIm.pro yewR,wlmwn A•,nol nee.
MM o,I,pr.kd
1 Y.1 VFO Inn the atn»urr nl•nr o,u,P,rwdro, A.......l Sr...w, pro keldrm Aa„.m 4.quq nl Ihi,Cure„•rum end Ind wed,d Inn
l,up„•Iron ne"he afie<d n,pimM on.•.p'.n nl Mmrrley un In,vnMa..of..,M.er of anwrM, ne,m.n,amount nl•unt Inrven by
Idm•1< ero an,bows.M MId M, set p<.rpra.uM d M,p,nel d Mooney.,M„en&al,heanlq each IxelY,k wtn..ure p iac.,m•k XY lneN M
pro bro,y pool,Ihr l oPMM�n
%it NESS MHERF(1F.THE AMIKK AN INSURANI1 r1)MPAHY Ml c.u.,d IIYX Mevml m hr ayppnrd b,n.Vae N,.Nro
Idlo,ol stc Yaliob Merun,oal L.edlhn_22nd d.,of April
THE AMERIC AN INSURANC FC(MAPANY
STATEOFCALIFORNIA 1
OOUIHY OF IVA" 15 As
On,no, 22nd,_..__ d.,nl __.Apr
.i_1_._�___.__ . . Ie 85_._ mourner".."".. Richard Nillians
me kno.n..en.be na by me dal,c.on.dd dqu„e end w, nhe,ne a Vhe P,nhMxt.1 loll A%I&oK A IVNt R W,I I I11IP NI) in, r
aly,n dH.;.No,n And .nnh PX Uold one Inds,setaumenl,InM he know,the.1.1 al lad Co1pM.twrn..nM u r I'll.I..t J n r• „ul n uwneN
<mhconR ol.,Ml,.hollv,waf64d I.,ofAnnl.heRa<'d.111,rp gn lnlvnl lnlpwal4m end ln.i he winrJ nq"Ineihrrtio n,Llr llNa ` 1
INWIINFSS%HFRIOf Ina.,nnrunm.a m.hand aml.m,rd my ortewl lea Ine J„end m,Aeam M1ru alMnr vnlrn
`�`f.T/
YMX}re�YMYAYXY,M.X..IXX.Xep•pMN.lee.el.Y
A Ir111f lAl 11.\I �rl/ly/f.('I�.G_n Ad fAA, m Yn�lu,n
CFRTIIH'ATE
X,Xe,Y<aprX,MY.alselseYlaNa.XretX.MIMN
STATE OFCAWORNIA
MN"OP MARDI Is.
M unden"Ard.Rp.drn,Muunni Ne,.nu.If 1HF AN,FMII AN INM RANCt COMPAN,. .NI R 1111011 1 u,pnnnnn (MI III RI R, l 1 R
V IAY.M Intense"end nulnrd 1•1-M1 R ul At IORNI I u ,n full Iatt and he,no,barn,,.•Ara.end Iannr,mmr nny An4k.III.X.
)(fond If of,M$,'k.,of the I br Mruo��n,and Ine Rnolurn,n m he Ruud of Drtrelon,ut In•,n m,hr Pn.e,of Anone..eft nu.m iwu
S ed and sealed at the County of Merin. Dated the�day of July _ _ 1985
Y� b.,M<I Muuan,X.,e.n
A-yR1
' PROPOSAL
TO THE CITY OF RENTON
RENTON, WASHINGTON
Gentlemen:
' The unuersigned hereby certif�Ls that h_ has examined the site of the
proposed work and ham_ read and thorougnly understands the plans,
' specificatiors and contract governing the work embraced in this improvement,
and the ,nethod by which payment will be made for said work, and hereby propose
' to undertake and complete the work embraced in this improvement, or as much
' thereof as car be completed with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
' and prices:
(Note: Unit prices for all items, all
extensions. ana total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
Signature !qeo Address WA. yhOd
Nar:Ps of Members of Partnership:
' OR A
Name of President of Corporation �AF Ac;o3Tlwlo
Name of S SiT
ec rQLd ry Of Corporation o RT}(
Corporation Organized under the laws of ci}I&X.Tp N
With Main Office in State of Washington at yE�Li.e KUE
Schedule "A"
SCHEDULE OF PRICES
t 1985 C8D Sewer Trunk Replacement
S. Tobin St. - Shattuck Ave. Ext.
(Note: Unit prices for all items, all extensions and total amount of
bid must be shown. Show unit prices in both words and figures
and where conflict occurs the written or typed words shall Prevail.)
ITEM APPROX. ITEM WITH UNIT PRICED BID LR;IT PRICE AMOUNT
No. QUANTITY Unit Prices to be written in words; DOLLARS CTS. DOLLARS CTS.
1. L.S. Motilization
�-„ � / QSoeo vo 2S000 eo„
/tO✓la1l/
er L. , /a rr Wor s rgures
2. 6,200 Tons Rank Run Gravel for Trench
8ackfill
E Fvr u F Cevrt S .170 el/po 00
Per on
3. 850 Tons Foundation Material
£' DOLa/µS q,ue APO Ce"4 Oo S o 00 '-
Per Ton
4. 7 Ea. Standard Manhols 48"
' SIKTe h1Uua,teD FtCr(
$ DOLLAR& 4a,0 nio CenTs1 6 SO o // .ro 0o
Per Fach
5. 2 En . Standard Manholes 54'
I rWe+"-Fiuc Huaior.m
f oos ^&a 04 v0 Afo CeVYm ,r-00 00 --'E000 00
Pei Each
6. 1 Ea. Inside Drop Connection
Fou,a. NdUDAeo noc'44as
S „p a+o 00 O Oo
er Eac
7. 20 V.F. Extra Depth Manhole
Oa.e Huu►aoO TV-A) oos.,,.as
f e Rue w,o Ci Oo d00 0
r V.F.
8. 6 L.F. 24" Concrete Sewer Pipe
Ore atuuodeo Sevw"" /
$ obuati MuO " Cram /70 !00 00
Per L.F.
9. 1,905 L.F. 15" P.V.C. Sewer Pipe
Foa,ss_roue oaLLA� �� GO P13,1a0 as
Per L.F.
Schedule "A"
SCHEDULE OF PRICES
' 1985 CBD Sewer Trunk Replacement
S. Tobin St. - Shattuck Ave. Ext.
(vote: snit prices for all items, all extensions and to ,1 amount of
bid must be shown. Show unit prices in both words and figures
' and where conflict occurs the written or typed words tkall prevail.)
' ITEM APPROi'- ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
NO. QUANTITY u,ut Prices to be written in words DOLLARS CTS. DOLLARS CTS.
' 10. 1,104 L.F. 12" P.V.C. Sewer Pipe
Foay.�_�wr, ooL.u+as
a e »r ao oa
Words Figures
11. 15 L.F. 8" P.V.C. Sewer Pipe
�Ta,OVy- Sa'Va ooc.uas
' Per L. .
12. 1,754 L.F. 6" P.V.C. Sewer Pipe
vTwe-Ir e2-e w oe. .a.s
wro ..lo c w"'S c-
L.F.
13. 30 Ea. 12r" x 6" Tees
F70-#L `1- F,Ve 06t- "
$ Awin ,ao cvwm Oo / 3.r0 00 ;
Per Eac
' 14, 30 Ea. 15" x 6" Tees
SVVWXY"f- F c
,V` 0 camas 7T 0 0 el.r0 A o
f o ,wo Cenm
Per Eac
15. 5 Ea. Connect to Existing Manhole
�l.V a Ht1 V OaarO POl.uµA 2-1
ePe R++a Ne pr00 00 000 Oo
16. L.S. Pemove & Replace Chain Link
Fence
Qal! Y"004A, 0 001AA44
S F !S.uo Can07S 000 00 / 000 00
0 :I
F'er L.
17. 250 Tons Asphalt Concrete Pavement
CL 'B'
�('T�1PTI-CIUNY 00CL4AS
cAJO 3� o O
er0o eo 1i
' per on
18. 400 Inns Crushed Surfacing Top Course
EL�v ae+iw,a• A+„o
oo ao
Per 1'on
Scbalule "A"
scuEuu�� � re(c�s
1985 CBD Sewer Trunk Replacement
S. 'Tobin St. - Shattuck Ave. Ext.
(Note: unit prices for all items, all extensions and total airount of
bid must be stown. Show unit prices in both words and figures
and where conflict occurs the written or typed words shall prevail.)
ITEM APt•ROX. I9'EM WIT❑ UNIT PRICED RID UNIT PRICE: AMOUNT
NO. QUANTITY unit Prices to be writte" in Words/ DOLLARS CM DOLLARS CTS.
I')• 850 L. F. Cemmen_t Concrete Extruded Curb
00 t
r i^ NordvfMIL .,Figures
10. 5,600 L.F Saw Cutting
e LL^AS AatO are Lq!km o2 o,_ / 00 oe ,.
' 21 . L.S. COnetruction Staking
`TLJearwt-etwa µva.ette
$ Agm /3..4€PVS3—. -12,400 00
1'er
' 22. L.S. F.V. Inspection
SIXT&V ) na"AAC
$PS�w tt7trtf — /, Oo 00
23, 971 L.F. 15" PVC Sewer Fipe, City Supplied
(includinn State Sales Tax)
oe )
Per L
1 24. 10 Each 15" x 6" TEES, City Supplied
(lncludina State Sales Tax)
$�JVY.Dnuw*s.AWD 00 cwK 60 00 i ( 600 0e:)
Per Each
Subtc.al Schedule "A" 285,V41 a 0
I 8.1% Sales Tax 23119 fir'
TOTAL SCHEDULE "A" J 00 Jv '/a
Schedule "A"
SCHEDULE OF PRICES
19F CBD Sewer Trunk Replacement
S. To Li'' Ct. - Shattuck Ave. Ext.
(Note: unit prices for all 'tong, all estenaions and total aaount of
' bid must be shown. Show unit prices in both words and figures
and where conflict occurs the written or typed words shall prevail.)
trITEMT 4PRROX. ITEM WITH UNIT PRICED 8ID
NG. QUANTITY Unit prices to be written in words DOLLARS UNIT PRICE AMOUNT
—_ CTS. DOLLARS CTS,
' 19. 850 L.F. Cement Concrete Extruded Curb
E �
er'•F.- fiords
Figures
20. 5,600 L.F Saw Cutting
i E
er L. ,
t 21. I L.S. Construction
Staking
S
' I er •
22. L.S. T•V• Inspection
' 8er L.
' Subtotal A
i8.1% Sales Tax
Total Schedule A.
1 �
e
a
iI
i
Schedule "B"
1 SCHEDULE Of PRICES
SOUTH TOBIN STREET
1 lo°an Ave. S. to Shattuck Ave. S.
(Noce: vrit Prices for all items, all extensions and t'tal amount of
kid must be shown. Show writ prices in both words and flgurns
1 and where conflict occurs the written or typed words shall Prevarl.f
ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT
1 NO. QUANTITY unit Prices tc le written in words DOLLARS CT S. DOLLARS CTS.
1. .500 Ton- Asphalt Concrete Pavement
1 Class "B". Including Asphalt J` `0 / / 0/ 04
STHta+M•s��•au nun �+ S'c Sro
Per Ton (words) (Figures
1 p, 6:5 Tons Crushed Surfacing, Top Course 0 3��
S �ax7ra
1 P?r Ton
1, 3,540 S.Y Roadway Excavation (ircluding haul)
$raCR pOtaAAS naio SiX*Y 3 G Oo
1 Per S. .
1 4. 1 Ea. AQLst Manhole
1 'TT 4,,o e}�uoaev Oouw�t 0O Oa e200 00
Per Ear^
1 5. 5 Ea. A°.�t valve Box 'Ruearti-f,va 0O a 00
S asy
Per
�Ea�hh
1 'otal Schedule "B" f
1
1
i
1
1
1
i I1 �
Bidder agrees to perform all the work described in tYa: CONIRACT DOCUPOTS for the
fullowing unit prices or Iump sum:
SCHEDULE OF PRICES
MUTE: Bids shall Include sties tax and ail other applicable tasks and fees.
i (Matti Unit price:. for all itawd, all astariaaoro, and total aaount of
Lid neat 4), shown, Show unit Prices In both worm and figurer
rnd whvru vnflict occurs the vratre„ or txpod words shall prevail.)
t TEM APPROX. ITEM WITH UNIT PRICED DID UNIT PRICE AMOUNT
No. QUANTITY unit Traces to by written in words DOLLARS CTS. DOLLARS CTS.
BID SUMMARY
Schedule A 08.`i'o io
Schedule B
Grand Total It G D ✓
TIUS UNDERSIGNED SIUDER IICREDY AGREES TO START CONSTRUCTION NOR1: ON THIS PROJECT,
IF AWARDED HIM, NO LATLR 71" TLN (10) DAYS AFTLR IIKAL EXECUTION AHD TO COMPLETE
WITHIN WOW NG DAYS AFTER STANTING CONSTRUCTION.
DATED AT .A."&gjUe TIII$ uo DAY OF JUI.Y 19
w ACANONLEDGINENT OF RECEIPT OF ADDENDA:
Ao. / DATE G - /B - 8 r" No. i DATE
No. 2 DATL G S- 8 S Ha. _ DATE
SIGNED i
TITLE PLq a S uarsr
NNIE OF COMPANY TQ I- sir l LT y SLUCE,t]N. I.i r .
' ADDRESS Q rg- i od Ayc,iO c AL
✓LJL LLAI. 98004
TELEPIONE _4j f-aS Z.
CITY Of RENTON STATE CONTKALTORS`
YUSINESS LICENSE a�'vK]�� LICENSE a�'T'"(�=$TCTK3SGrF
I
BOND TO THE CITY OF RENTON
KNOW ALL MEN 6Y THESE PRESENTS:
That we, the undersigned
' as principal, and corporation organized
t and existing under the laws of the State of as a surety
corporation, and qualified under the laws of the State of Washington to become surety
upon bonds of contractors with r--icipal corporations, as surety are jointly and
severally held and firmly bound the City of Renton in the pera! sum of
t $ for the payment of which sum on demand we bind our-
selves and our successors, heirs, adrinistfators or personal representatives, as the
case may be.
' Scis obligation is entered into in pursuance of the statutes of the State of Washing-
t4-. the Ordinance of the City of Renton.
Dated at , Washington, this day of 19_
' Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for
' (which contract is re4 erred to herein and is made a part hereof as though attached hereto),
and
' WHEREAS, the said principal nas accepted, or is about to accept, the said contract, and
undertake to perform the work therein provided for in the manner and within the time
set forth;
NOW. THEREFORE, if the :aid
shall faithfully perform all of the provisions of said contract in the manner and within
'he time therein set forth, or within such extensions of time as ma) be granted under
t said contract, and shall pay all laborers, mechanics, subcontractor:. and mzterialmen,
anA all persons who shall supply said principal or subcontractors with provisions and
supplies for the carrying on of said work, and shall hold said City of Renton harmless
' from any loss or damage occasioned to any person or property by reason of any care-
lessness or negligence on the part of said principal, or any subcontractor in the per-
formance of said work, and shall indemnify and hold the City of Renton harmless from
any damage or expense by reason of failure of performance as specified in said con-
, tr6ct or from defects appearinq or developing In the material or workmanship provided
or pe,formed under said contract within a period of one year after its acceptance thereof
by the City of Renton, then and in that event this obligation shall be void: but other-
wise it shall be and remain in full force and effect.
Revised: 8/16/83
Iof7
' CONTRACTS OTHER THAN FEDERAL-AID FHWA
i
THIS AGREEMENT, made and entered into this /& day if
by and between THE CITY OF RENTON, Washington, a municipal corporation of
the State of Washington, hereinafter referred to as "CITY" and _
hereinafter referred to as "CONTRACTOR."
' WITNESSETH:
1) The Contractor shall within the time stipulated, (to-wit: within Z_
workiig days from date of commencement hereof as required by the Cont-act,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and furnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
transportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
' in connection with the City's Project (identified as No. (54G 04t3 8.5
' for improvementd/Z
// by construction and installation of: /5 a�
$on m✓ ScciJrn's, SGr✓iL c� Con��tc�/0�75 O,vol
5A-L—e 11 G-5761V 71-1 .
' All the foregoing shall be timely performed, furnished, constructed,
in,talled and completed in strict conformity with the plans and spec-
' +fications, including any and all addenda issued by the City and all
other documents hereinafter enumerated, and in full compliance with all
' applicable codes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It is
further agreed and stipulated that all of said labor, materials,
appliances, machines, cools, equipment and services shall be furnished
2of 1
Contracts Other Than Federal-Aid FHWA ,
and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as t
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract. '
2) The aforesaid Contract, entered into by the acce?tacce of the Contractor's
bid and signing of this agreement, consists of the following documents,
all of which are component parts of said Contract and as fully a part '
thereof as if herein set out in full, and if not attached, as if '
hereto attached.
a) This Agreement '
b) Instruction to Bidders
c) Bid Proposal ,
d) Specifications
e) Maps 6 Plans
f) Bid ,
g) Advertisement for Bids
h) Special Provisions, if any '
i) Technical Specifications, if any
1
3. If the Contractor refuses or fails to prosecute the work or any part '
thereof, with such diligence as will insure its completion within the
time specified in this Contract, or any extension in writing thereof, ,
or fails to complete said work with such time, or if the Contractor '
shall be adjudged a bankrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on ,
account of the Contractor's inc,lvency, or if he or any of his
Rev. 4/83 ,
Contracts Other Thin Federal-Aid FH6A 3 of 7
subcontractors should violate any of •he provisions of this Contract,
' the City may then serve written notice upon him and his suret, of its
intention to terminate the Contract, and unless within ten (10) days
after the serving of such notice, such violation or non-compliance of
any provision of the Contract shall cease and satisfactory arrangement
' for the correction thereof be made, this Contract, shall, upon the
expiration of said ten (10) day period, cease and terminate in every
respect. In the event of any such termination, the City shall immediately
serve written notice thereof upon ' ie surety and the Contractor and the
surety shall have the right to take over and perform the Contract,
' provided, however, that if the surety within fifteen (15) days after
the serving upon it of such notice of termination does not perform the
' Contract or does not commence performance thereof within thirty (30)
' days from the date of serving such notice, the City itself may take
over the work under the Contract and prosecute the same to compl=Lion
' by Contract or by any other method it may deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
' liable to the City for any excess cost or other damages occasioned the
' City thereby. In such event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
' said Contract such materials, machinery, appliances, equipment, plants
and other properties belonging to the Contractor as may be on site of
the project and useful therein.
' 4) 'he foregoing provisions are in addition to and not in limitation of
any other rights or remedies available to the City.
Contracts Other Than Federal-Aid FHMA a of 7
5) Contractor agrees and covenants to hold and save the City, its officers, '
agents, representatives and employees harmless and to promptly indemnify '
same from and against any and all claims, actions, damages, liability
of every type and nature including all costs and legal expenses incurred '
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury '
and/or damage to property arising from or out of any occurrence,
omission or activity upon, on or about the premises worked upon or in '
any way relating to this Contract. This hold harmless and indemnification
provision shall likewise apply for or on account of any patented or un-
patei.ted invention, process, article or appliance manufactured for use
in the performance of the Contract, including its use by the City, unless
otherwise specifically provided for in this Contract.
In the event the City shall, without fault on its part, be made a party '
to any litigation commenced by or against Contractor, then Contractor
shall proceed and hold the City harmless and he shall pay all costs,
expenses and reasonable attorney's fees incurred or paid by the City ,
in connection with such litigation. Furthermore, Contractor agrees to t
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants, t
provisions and agreements hereunder.
6) Any notice frca, one party to the other party under the Contract shall '
be in writing and shall be dated and signed by the party giving such '
notice or by its duly authorized representative of such party. Any such
S dt 7
Contracts Other Than Federal-Aid FHWA
tnotice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail, postage prepaid,
tcertified or registered mail.
' 71 The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, ar] shall complete the
' full perfo^mance of the Contract not later than _ 5 working days
from the date of commencement. For each and every working day of delay
after the established day of completion, it is hereby stipulated and
' agreed that the damages to the City occasioned by said delay will be
the sum of CSee ,.Lz,6/64�io.�s 2
' as liquidated damages (and not as a penalty) for eachsuch day, which
' shall be paid by the Contractor to tie City.
8) Neither the final certificate of pay,'nent nor any provision in the
' Contract nor partial or entire use of any installation provided for by
' this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
' The Cantractor shall be under the duty to remedy any defects in the
work and pay for any damage to other work resulting therefrom which
' shall appear within the period of ont year from the date of find!
acceptance of the work, unless a longer period is specified. The City
will give notice of observed defects as heretofore specified with
' reasonable promptness after discovery thereof, and Contractor shall be
6 of i '
Contracts Other Than Federal-Aid FHWA
obligated to take immediate steps to correct and remedy any such defect, '
fault or breach at the sole cost and expense of Contractor. ,
9) The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay- '
rolls, reports, estimates, records and miscellaneous data pertaining
to the Contract as may be requested by the City from time to time.
O
10) The Contractor shall furnish a surety bond or bonds as security for the '
faithful performance of the Contract, including the payment of all '
persons and firms performing labor on the construction project under
this Contract or furnishing materials in connection with this Contract; ,
said bond to be in the full amount of the Contract price as specified
in Paragraph 11. The surety or sureties on such bond or bonds must hr, '
duly licensed as a surety in the State of Washington, '
11) The total amount of th's Contract is the sum of 3Q_¢�p(��•(o C� ,
�77�rce /,Fino'Kd Fer�j
.Srr�1J_-(�11G_QS7.(l�r--f_Qpoy 6_0%.�� , which includes Washington
State Sales Tax. Payments will be made to Contractor as specified in the ,
"Special Provisions" of this Contract.
1
Rev. 4/67
! Contracts .her Than Federal-Aid FHWA 7 of 7
! IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
! his hand and seal the day and year first above-written.
CONTRACTOR CITY OF RENTON
esi ent artner ner Mayor
! � ATTEST:
3e a ary ,41jr.,. City Clerk
! d/b/a
' Firm Name
Individual Partnership
! Corporation r Corporation
State of Incorporation
!
! Attention:
If business is a CORPORATION, name of the corporation should be listed in
! full and both President and Secretary must sign the contract, OR if -ne
signature is permitted by corporation by-laws, a copy of the by-laws shall
be furnished to the city and made a part of the contract document.
! If business is a PARTtiERSHIP, full name of each partner should be listed
followed by d/o/a (doing business as) and firm or trade name; any one partner
may sign the contract.
! If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should
appear followed by d/b/a and name of the company.
!
!
!
!
1 0-
CONTRACTOR/SUBCONTRACTOR `�1' rJ
� REPORTING PERIOD
MONTHLY MANPOWER UTILIZATION REPORT Month: Year:
♦ mil
1 To be submitted ec the Ci ty's Project ,t y Goals and Timetables as coami tted
Engineer during the 1st week of following ��. LY in Contractor's Affirmative
month white mntract is in progress. Prime 1' C Action Plan t
1 Contractor is responsible for obtaining end or per Ci[y's Plan 9.1 e
submittingall Subcontractor Reports, —
TO: (Name and location of ra pllaace ♦aen<y Mpt.) From. (flame and lucetion of contractor.
1
'this report is required by Executive Order 11266, Section 203. Failure to report can
1 result in sanctions which include suspension, termination, cancellations or debarment of
contract.
�• 5. •. % 5. b.
1 aino- Total %tal
Work Hours of Employment (See footnote) rlty number .umber
of of
claael a• c. . .. . w/T of mtnorit) Eepby.
Hia- er. Asian/ atal
1 ` _ ti<a- total E¢y Loy- a<e
Cc opagv'a naxe C.i :retie tiona Tote 61eck panic uWisr. Hcift te- w/n eea
Ie7ard .ale
C
A
1 T.
A
1 Tr
A
Tr
1 A
Tz
1 p.
1
1
IL
TA
i
Ac
Tr
1Tr
1AD
I Tr
1 ' T
� pmytt1eL: 3gnatvre ;m Title Ja to Signed ie p::c re
i
e ee. 11j 77 (*Males L Females, ••kl noruies L Non-m.rctit le s)
1 7/80 (Submitta: Re,uirements L City's .:owls-Timetables)
INSTRUCTIONS FOR FILING E"TLOYMENT UTILIZATION REPORT (CITY OF RENTON) '
The Employment Utilization Report is to be completed by eacli subject contractor
(both prime and subcontractors) and signed by a responsible official of the '
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on
the project for each employee level in each designated trade for the entire reporting '
period. The prime contractor shall submit a report for its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project. '
Reporting Period . . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . City of Renton (administering department) '
Contractor . . . . . . . . . . . . . . Any contractor who has a c, alifving
construction contract with the City of '
Renton.
1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has. a '
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts covered under ap>ln akle '
EEO bid conditions.
3. Work-hours of Employment . . . . . The total number of hours worked lv all
employees in each classification; the total
number of hours worked by each *minority
group in each classification and the total
work-hours for all women. '
Classification . . . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C - Craftworker -
Qualified, Ap - Apprentice, Tr - Trainee). '
4. Percent of minority work-
hours of total work-hours . . . . The percentage of total minority work-hour- '
worked of all work-hours worked. (The sun,
of columns b, c, d and a divided by column a.)
5. Total Number of Minority '
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force during
reporting period. '
6. Total Number of Employees . . . . Number of all employees working in contractor'
aggregate work force during reporting period. '
• Minority is defined as including Blacks, Hispanics, American Indians and Asian. '
and Pacific Islanders --both men and women..
tPERMITS REQUIRED F'R THE PRCJECT ARE AS FOLLOWS:
' KING COUNTY BUIL:IING AND LAND DEVELOPMENT DIVISION
Kin Count Resolution No. 25789 requires an unclassified use
' permit or i ing, quarrying including borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation subse-
quent to these activities. A copy is available at the Department
of Public Works or Building and Land Development Division.
Shoreline Mana ement Act 1171 requires a permit for construction
on tate s ore roes. ermit acquired by Public Works and revi-wed
by Building and Land Development Division.
Kin Lnunt Ordinance No. 1488 requires permit for grading, land
i s, grave pits, Jumping,quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
WASHINGTON STATE DEPARTMENT 01 FISHERIES AND GM;E
Chapter 112, Laws of 19": Requires hydraulics permit on certain
protects. ing ,ouniy—Department of Public Works will obtain.)
' WASHINGTON fA'F DEPARTMENT OF ECOLOGY
W.A.C. 173.220: Requi a National Pollutant Discharge Elimination
Sy—s—t—e-r-,775M permit tore discharge of pollutants from a point
' source into the navigable waters of the State of Washington.
W.A.C. 372-24: Permit to discharge commercial or industrial waste
' waters into State surface or ground water (such as gravel washing ,
pit operations, or any operation which results in a discharge
which contains turbidity.)
P:.A.C. 508-12-100: Requires permit to use surface water.
W.A.C. S08-12-190: Requires that changes to permits for water use
' e rev1ewe y tEe Department of Ecology whenever it is desired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12-220: Requires permit to use ground water.
W.A.C. S08-12-260: Requires permit to construct reservoir for
' water storage.
W.A.C. $08-12-280: Requires permit to construct storage dam.
W.A.C. 508-60: Requires permit to construct in State flood
contro zone. King County Public Works secures one for design.
Contractor secures one for his operation (false work design, etc.) .
' -3-
PERMITS REQUIRED FOR THE PROJECT - Continued '
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.W. 76.04.150: Requires burning permit for all fires except
or sma out oor fires for recreational purposes or yard debris
disposal. Also the Department of Natural Resources reserves the
right to restrict burning .order the provisions of R.C.W. 76.04.i50,
76.04.170, 76.04.180, any TO.94 due to exteme fire weather or to
prevent i :stri-tion of v.ai` .lity and excessive air pollution.
R.C.W. 76.08.030: Cvtting rmit required before cutting merchant-
s e tim er.
R.C.W. 76.08.275: Operating permit required before operating
power equipment in dead or down timber. '
R.C.W. 78.44.n80: Requires permit for any surface mining opera-
tion .nTFiing sand, gravel, stone, ar,d earth from borrow pits) . '
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of Fia r ch 3, 1899: Requires '
permit for construction of er t an ri ges, see U. S. Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) .
FIRE PROTECTION DISTRICT
R.C.W. 52.28.010, 52.28.020, 52.28.130, 52.28.040, 52.28.050: '
Provides authority for, requirements of, and pens ties or ailure
to secure a fire permit for building an open fire within a fire
protection district. '
UNITED STATES COAST GUARD
Section 9 of River and Harbor .Act of March 3 1899 General Bridge '
Act o Marc 2 6, an enera ri a Act o 9 as amended
August Requires a permit 10T construction ot bridge on
navigab-Ie waters (King County Department of Public Works will ,
obtain) . King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore-
mentioned permit: Section 4(f) of Department of Transportation ,
Act, National Environmental Policy Act of 1969, Water Quality
Improvement .Act of 1970.
PUGET SOUND .AIR POLLUTION CONTROL AGENCY ,
Section 9.02(d) (2)(iiij of Regulation I�: Request for verifica-
tion of popufatio—n density. ontT� ractor should be sure his opera- ,
Lions are in compliance with Regulation I, particularly Section
9.02 (outdoor fires) , Section 9.04 (particulate matter--dust) ,
and Section 9.15 (preventing particulate matter from becoming ,
airborne) .
-4-
PERMITS REQUIRED FOR THE PROJECT - Continued
ENVIRONMENTAL PROTECTION AGENCY
' Title 40, Chapter Ic, Part 61: Requires that the Environmental
'row tection ge—�I ncyTie noti ed 5 days prior to the demolition of
any structure containing asbestos material (excluding residential
structures having fewer than 5 dwelling units) .
The above requirements will be applicable only where called for
on the various road projects.
Copies of these permits, ordinances, laws, and resolutions are
available for inspection at the Office of the Director of Public
works, 900 King County Administratior Building, Seattle,
Washington, 98104. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
All costs resulting therefrom shall be included in the Bid Prices
tand no additional compensation shall be made.
All permits will be available at construction site.
t
t s
-5-
I
HWY-K32320-AA PREVAILING, MIAIMUM HOURLV WAGE RATES APRIL 19. 1985
'UCCUPAT I J,i: CEMENT MASONS
'tfiCATION: KING. COUNTY (THAT PURTIC:1 NOPIH CF A STRAIGHT LINF 014 1901H
S1NLF1 SW *HENF II STARTS AT IffE PU.EI SOUND ANU EXTENDS EAST
I0 TPF LCUNTY LI)lrl.
' FRINGE RENEF115
14LALTII ANU WELFARE. 1.60 S/HR. STATF
' PENSION 1.15 S/Hk . STATE
TOTAL IIOURLY RCNFFITS 3.)0 S/HN. FEDERAL
TKAININC FUND .10 S/HR. STATE
WAGE RATFS
UCCUPAT ION 11000PAT ION STATE FEDERAL
(1131, DESCRIPTION KATE RATE
GROUP 1
090-U2tiU APPL ILAT ION MC SE Al 114, COMPOUND 17.86 16.95
U90-0015 CEMENT MASON - BUILDING LENERAL IT.PC 16.95
' 090-0210 CUNCRf I PAVINU ll.86 16.95
04U-0240 CUPP. ANU CdTTEk Il.b6 16.95
090-0230 CURIP6 CONCPETE II.86 16.95
040-0220 PAICHING CONCRETE II.P6 16.95
090-0250 SINEW ALKS 17.86 16.95
' GROUP 2
U90-0130 APPLICATIDN CE UNOERLAYMENI IB.II 17.20
099-')350 CUIPLSITIC4 MASTI( 18.11 11.20
' 090-02PO GJIICRFIE SA& ISFIF POWFRF01 18.11 17.20
o90-036U FPUxv IF). I 17.2:1
090-0310 FINISH COL+3RED CUKCRLTE 18.11 17.20
t 090-0075 GkINOFR. NAND POWEREU 19.11 11.20
090-0370 GUNITF NOILLFMAN 1M.11 17.2U
090-02 TO P1.AST IL 18.11 17.20
0')U-0290 P11WfR TOOLS (4RINUFRS AKD ALL f17HERSl 14.11 11.70
' 000-0390 SANOMl ASl1YG ARCHITLCTUAL EINISII Id. 11 17.20
U9U-0320 TUNNFL WORKERS 18.11 17.2u
GROUP 3
O9U-O3A0 IROoFL ith ElOPE 4N F.CY.OREC SLAUS, 18.36 17.20
trO'UPUSIII(.'I OR KA14AN FLOURS
CITY OF RENTON
1985 CBD SEWER TRUNK REPLACEMENT
��oc 3
WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 19. 1985
CUPATIONI CEMENT MASONS
�ILATIOII: KING CCUIIIY (IHtT PURTIfIN NLR111 OF A STRAIGHT LINF ON IVOTH
STRLFT SM nHEPE 11 STARTS AT THE PUGET S WNU AND EKTFNDS EAST
TO THE COU111Y LINF1.
' OTHER
' 09U-'1090 STATE: F(jPf MA?i - S I.25 FEP HhJR ABOVE TFE
HIGIIFST PAIL) JOURNEYMAN INDER HIS SUPERVISION
010-909I OVERTIME: THE FIRST 2 11CURS IN EKCFCS (IF 3
IIL'URS HER DAY. MONDAY 110,I1UGH FRIDAY. AND TIIF
' f1NST IJ HOUNS ON SATURDAY SHALL 8£ PAID AT
OGf ANT: IINF-HALF TIMES TfE REGULAR kATE. ALL
UT1iER OVERTIME HUURS ANJ SUNDAYS ANJ HCLIDAYS
SHALL BE PA10 At L'(IUBLF IMF REGULAR RATE.
1
1
' CITY OF RENTON
198b CBO SEWER TRUNK REPLACEMENT
PAGE 4
�4AY-R32320- AA PkLYAILING MINIMUM HOURLY WAGE RATES APRIL 19. 1-395
CCUPAlION: ELECTRICIANS
�UCATIOIit rLALL44. JEFFERSON, KING ANO KI TSAP COUtiT1ES.
FRINGE BENEFITS
tHLALTH AND WELFARE NE RF .4fl5 t/i1R. STATE PC tiS IUp 3.00 STATE
PEN_l * - WC AL 3.30 b FEDERAL
2.30 t/HR. STATE
TUTAt ININGt Y gtN[F ITS 3. 385 t/HR. FFOFRAL
TRAINING FUND .10 t/Mt, SATE
WAGE RATES
' UCCUPAT ION OCCUPATION
CIIOE DESCRIPTION STATE FEDERAL
RATE RATE
11+)-OU(U CABLE SPLICER 110-0030 1 . 19-3q
f.ONSThUCT1uN STOCKMAN 9.61
38 38
170-0040 ELECTRICIAN 17.67 17.h2 170-0050 FUPEMAI) .3A
I10-0060 GENC04L FOREMAN I9 19.14 -�
PA Gf 7
i
WY-032320-AA PREVAILING MINIMUM HLIURLY WAGE kATF.S APRIL 19. 1985
CUPATIUNt LARORERS
OCATICNI C,LALIAM. C,RAYS HApBUR, ISLAND. JEFFFRSOII. KING, KIISAP, LEWIS.
MASUN. PACTf IC INUR►H Cf WAHKIAKUM COUNTY NURIIIERN RUUNUARY
CXIFNULU UUL WFSI TN THE PALIFII. CCCANI. PIERCE, SKAGIT.
' SNOMCMISH. THUPSICM ANC WHAILCA COUNTIES.
FRIUGF BENEFITS
HEALTH AND WFLFARE 1. 75 3/HR• STATE STATE
.ISS 3/Hk , STA
TOTAL HOUPLY BENEFITS .55 S/Hk. STATEFEDERAL
TRAINING FUND .13 3/Hk . STATE
WAGE RATES
' OCCUPATiUN OCCUPATION STATEC UUE FEDERAL
DESCRIPTION RATE RATE
6kOUP I
350-7100 WINDOW CLEANCR 8.46 R.46
GROUP 2
' 350-0090 RATCH WEIGHMAN IJ.7
350-0460 CkUSH 0 10.'8
ER FEEDER l0. 7 10.78
350-1260 PILOT LAN IU.7
350-1010 TUQLROIM M 8 10.7B
AN TAT JOR SITE) 10.7 10.711
GROUP 3
350-0080 BALLAST REGULATUR MACNIRE 14,46 la,g6
35u-0?40 CARPENTER TENDER 14.96 14.96
35U-0270 LL4ENT fINISHER TENDER 14.96 14.96
359-03I0 CHIPPER 14.96 14.96
350-1350 CLEAN-UP LABORER 14.96 14.9
35U-0399 CUNCRETE FORF1 6
STRIPPER 14.96 14.96
350-0470 CURING CONCMElf 14.96 14.96
35J-U520 UEMLLITI(H. WPFCKING AND MOVING IINCL. 14.96 14.46
CHARk D.) MATERIALS)
35U-0710 h'OKY TECHNICIAN 14.96 14.96
350-0410 GARION BASKET AUILUER 14.96 14.96
350-0820 GENERAL LABORER 14.96 14.96
350-0860 f.RINOLRS 14.96 14.96
350-1370 PUT TFNDFP 14.9E 14.96
CITY OF RENTON
' 1985 CBD SEWER TRJINK REPLACEMENT
PAGF R
�11WY-RJ2.320-AA PREVAILING MINIMUM HOURLY WAGE KATES APRIL 14. 1985
CCUPATIUN: LABORFKS
tOCATION: CLALLAM. GRAYS HARq UR. ISLAND. JEFFERSON, KING. KITSAP. LEWIS.
N9SNN. PACIFIC 11.11RIH OF WAHKIAKUM COUNTY NORTHERN BItUNDARY
EXTFNOCU DUF WEST TU 714 PACIFIC UCEANI. PIERCE. SKAGIT.
SNDHUA ISH. IIIURSICN AMU WHATCEM COUMTIES.
WAGE RATES
' OCCOPATIUN OCCUPATION STATF FEUFRAL
CODE DESCRIPTIUN RATE RATE
' GROUP 3
350-1340 Plt'WDFRNAN IIELPER 14.96 14.96
' 350-1165 S1AKF IIUPPER 14.96 i4.96
J5U-IBRO TUPMAN - TAILMAN 14.96 14.96
350-1940 TUGGER DPEKATUK 14.96 14.96
' 350-2030 VIBRATING SCREED (AIR.. GAS UR ELECTRIC) 14.96 14.96
GROUP 4
' 350-005U ASPHALT RAKER 15.44 15.44
150-0250 CEMENT DUMPER - PAVING 15.44 15.44
350-0420 CUNCRLTE SAW OPERATOR 15.44 15.44
' 350-065U DRILLER - WAGUN AND AIR TRACK UPFRAIOK 15.44 15.44
350-OT20 FALLEN ANO BUCKER - CHAIN SAW 15.44 15.44
35U-0840 l:kd11E CHECKEP AMU TRAILS) T MAN 15.44 15.44
350-OQSO HIGH SCALER 15.44 15.44
350-0965 HOD CARPIFR 15.44 15.44
350-0940 JAC.KIIAP14ER 15.44 15.44
' 350-1090 MANHOLE OUILOCR 15.44 15.44
350-1145 NOTAR NI KFR 15.44 15.44
35U-1200 NUZZLFMAN ICUIICRETF. PUMP, GREEN CUTTFK WHEN 15.44 15.44
USING, C(648INATION OF HIGH PRESSURE AIR AND
' WATER UM CONCRETE AND KOCK. SAHUBLAST.
GUNNITF. SHUICRETE) WATFR BLASTER
350-1256 PAVFRFNT BREAKER i5.44 15.44
' 350-1J15 PIPF !ULLITICR INOT INSERT TYPE)
150-1200 PIPFLAYFR AND CAULKFR 15.46 15.44
350-I4115 RAILROAD S^IkE PULLER IPCWERI 15.44 15.44
350-1153 SPREAUi1 (CLNCRETE) 15.44 15.44
350-1750 SPRI-AUER - LIANY PLIWER t.0 SIMILAR TYPES 15.44 15.44
350-11140 TAMPER I4ULTIPLE AND SFLF PROPELLED) 15.44 15.44
350-1920 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15. 44 15.44
' IIPERATCO TOOLS
CITY OF RENTON
' 1985 CBD SEWER TRUNK REPLACEMENT
PAGF 9
HWY-03232,7-AA 0eLV41LING MINIMUM HOURLY WAGE RATES APRIL 19, 1985
XCUP4111)N9 LAOURCRS
L OCA1104t tLALL4M, GRAYS HARBIIR. ISLAND• JEFFERSfy(, KING, KITSAP. LEWIS,
MASON, PACIFY. INIRTH VF WAIIK IAKI)M COUNTY NURTIIER.i fl0U LEW
fXir(;hfu DUC WEST It) TIIF PACIFIC OCESNI."I SIT ffi'JRSTCN ANC WIfAICCM PICR f.E. SKAG11.
COUIlTIES.
WAGE RATES
' OCCUPSTION
C"Of ESCRI71ON
D STATE FEDERAL
DC SCRIPIIUN RATE RATE
GROUP 4
350-18F.S TIMRERIIAN - SFWCR ILAGt;EK. SNORER, G GNIBBERI 15.44 15.4♦
3S0-I 905 TRACK LINCR IPOWERF
35U-2000 VIBRAIOR 15.44 15.44
35D-2090 WLLL-POINT MAN 15.44 15.44
GROUP ; 15.44 15.44
350-U200 CAISSON w(%XER
350-1110 MINER IS.RO 15.80
350-1180 POWDER4AN 15.80 I5.80
350-1Sao RE-IIMBENHAN 15.80 15.80
UT HEN 15.80 15.80
35U-9010 STATE: EFFECTIVE 12/1/84 DFCETE TILE CLASSIFI-
CAfIDIr OF CLEANING LABUKER FRDM GN11UP 1 4N0
AOn IT TU GRNUP 3.
350-9155 STATE: nVENT1YE: ALL WLRA PERFURMEO IN
CXCESS (IF R llr1UK5 IN AAY qNE DAY OR IN EXCESS
(IF 40 UUUNS IN ANY "'IT
NIEK, NUNDAY TNR(IDGI1 SATURII4Y, 411ALL PE P410 AT CNf. AAO ONE-HALF
' IIMLS TIIF FHI'I UYCES REGULAR NAiF,350-9156 STATF : nVEPT14E: All WCNK PENAtF.prOk O ON
SUt1U AYS dN1) IIOLI4AYS SIIAkL BF Pp
' ID 4f Thu
TIMLS TIIE LMPLUYEFS REGULAR RATE.WORKING TURENAN: 50 CENTS PER fiflUR ABOVE THE
flIGHFST CLASSY ICATIUN SLPERVISED
t
CITY OF RENTON
1985 CBO SEWER TRUNK REPLACEMENT
PAGE 10
HWY-R f2320-AA PRFVAILING 4INIMUM HOURLY WAGE RATES APRIL 19. 1985
'ILCUPATiUN: LANUSCAPE CONSTRUCTION
tUCATINN: KING. KITSAP. PIERCE AKD SNUHEMISH COUNTIES.
FRINGE 13FNEI- IIS
TOTAL HOURLY BENEFITS - LANDSCAPE 3.33 1/lK STATE
L AnORER 2.50 1/11k. FEDERAL
TOTAL HOURLY HL'IFE ITS - LANUSCAPE 3.25 /Ilk. SIAIF
' PLU'IBER 2.31 I/Hk. FFUE RAE
TOTAL HOURLY DEAET ITS - LANDSCAPE 3.95 1/HA. STATE
EVUIPMFDT (IPERATOe 2.95 1/Hk. FEDERAL
TOTAL HOURLY BENEFITS .00 FEDERAL
t WAGE RATES
' OCCUPATION HCCUPAIIO'1 STATE FEDERAL
C UUE DESCRIPTION RATE RATE
30-0030 IKRIGAIIUN A4U LALUSCAPE PLUM13ERS 10.62 10.62
3TO-0050 IWRIGATION AVU LANDSCAPE POWEK EDUIPMENT 11. 18 10.96
OPFRATIIRS
' 370-UDIO LANDSCAPING OR PLANTING LARORERS 8.a6 8.66
t
CITY OF RENTON
' 1985 CBD SEWER TRUNK REPLACEMENT
PAGE 21
1 0 -
Y-P12320-AA PREVAILING AINIMUN HOURLY WAGE RATES APRIL t9. 1985
OPATIOI: POWER FOUIPYENI OPERATORS
LtATIIMI: C.LALLAM. GKAYS HAR9UR. ISLAND. JEFFERSON. KING. KITSAP. LEWIS.
KASNF, PAC.IIIC INORTM CF WAHKIAKUM COUNTY NORTHERN SOUNJARY
FVTFNUFO DUC WEST Ti, THE P4CIFIC OCEAni, PIERCE. SKAGIT.
' S4111OHISH. THORSTV) AND WHATCCM COUNTIES.
FRI14GE SENkFIIS
' HEALTH AND WLIFARE 1.95 A/HR. STATE
PENSION 2.90 S/MR. STATE
TOTAL HOURLY REYEFITS 4.16 A/IIR. FEDERAL
TRA14ING FUND .21 A/HR. STATE:
wAUE RATES
OCLJ)PATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
iGROUP IA
510-S5U0 CRANk 100 TONS ANU OVER ON 200 FT OF BOON 18.74 18.71
INCLUDING JIB AND OVER
570-5505 LUADf P. 9 YARDS AND OVER 19.73 18.73
STU-5510 Sf►IVELS AND ATTACHMENTS. 6 YARDS ANO HVER IR.73 18.71
' GROUP t
' 510-5515 CAI!L"AYS 19.21 18.21
570-5520 CKANE OVFR 45 TUNS AND UP TO 100 TONS OR 18.23 18.2)
OVFK 159 Ff If BCLM INCLUDING JIB
t 570-5535 IIFl1U.P 1fR WINCH 1R.23 18.21
570-SS4i IHAHTII. OVERHEAD 6 VARDS UP ill 9 YARDS 18.23 10.23
510-5565 UUAU 9 AND SIMILAR. U-10 AND HO-41 18.23 18.21
510-S540 HLMOIL CONTROL OPERATOR. ETC. 18.23 18.73
' 570-5525 POLLAGUN 14.23 19.23
510-5960 SCRAP(PS, SEL.-PRLPFLILO 4S YARDS AND OVER 18.21 18.21
570-S55U SHOVELS. 9ACK14OLS HVER 3 YARDS TO 6 YARDS 19.23 16.21
S7U-5555 SLIPFCRH PAVERS 18.23 16.71
570-5510 TOWED CRANE 18.23 10.23
' GROUP 2
570-5575 PUMP CUTTEP 17.79 11.7)
510-5590 LNIPPEK 17.79 17.79
' 570-5570 CONCRETE PATf.H PLANT OPERATOR 17.79 17.711
' CITY Of RENTON
1985 CBD SEWER TRUNK REPLACEMENT
PAGE 22
Y-R3232.0-AA PNI'VAIL14G MINIMUM HOURLY WAGE RATES APRIL 19, 1985
CUPATION. PUWEk EOIIIPNCNI OPERATORS
�OCATIDN. CLALIAM. GPAYS HARRUR. ISLANC, JEFFERSON, KING. KITSAP.
MASON. PAC.IF IC "It"" "F WANK IAKUM COUNTY NURTHFRN ROUND ARY
FKTFh111:0 DUl NEST fH iE " p LiWIS,
' $NHHOMISH. E PACIFIC OUNTIiI PI 1pCF. SKAGIT.
T IIl1N$illy AND WHAiCCM COUNTIES.
h AGF RATES
' OCCP°4TILN
FLOE DCCUPA v iON
DESCRINTIUN GATE FFDFRAL
GROUP 2 kATE PATE
5/U-S58O CRANES. 20 TUNS 1NRU 45 TONS
' S70-S595 CRUSHERS 5/O-S600 DERRICK 17,79 17.7917.79
570-5605 DRILLING MACHINE 11.79 117.71
570-5610 FINISHING MACHINE 17
17.7 4
570 17.79-5585 NYURALIF TS 17.79
570-5630 LCAONAN MFCHANIC 1i,7
570-5615 LOADERS, OVERHEAD UNDER 0611VER EC161 NIC 17.79 17
YARDS 17.79 17..79
' STO-5620 CC.DMu11VES, ALL 79
L
570-5675 MECHANICS, ALL 17.79 17.79
570-S435 MIKFPS. 4SP IIALT PLANT 17•79 It.79
570-564U MOTOR PATROL GRADERS - FINISHING. RLUETOR$. 17.79 17.79
BULLING SIIIpFS. DITCHES. ETC. 17.79 11.79
SIU-5450 PILFORIVFP 17.79 17.79
' 570-5445 PUMP TROCK MOUNTEO CONCRETE PUMP WITH BOfIM 17.79
1ITArN4EN1 17. 79
SIU-SF75 SCNAP(RS. SELF-PRCPELLEU UNDER 45 YARDS 17.79 17.19
510-5655 SCREED MAN 1/.79 I7.lY
510-5660 SNIJVFLS, B4CKIIOES 3 YARDS AND UIR)FR 17.79
510-5665 $UB-GkADFR _ 17.79
510-56 80 1R A C TIik. 60 I IP A NU OVER.
R M 1 1.19 1 .79
' S70-5670 TRACTORS. BACKHOF OVEN. BACKHUC AND AttACH, 11.79 17.79
11.79 17.79
GROUP 3 11.79 17. 79
' 570-5695 A-FRAME CRANE
570-5685 BROOMS
570-5735 CONCRETE PUMPS 17.43 17.43
510-5/05 CONVEYORS 17.43 17.43
510-510U CRAN 0
ES. UP fU 17.43 17.41
570-569U DOZERS. 0-9 Af10 17.43 17.43
UNDER. -Y0. PAY DOZER 17.43 17.43
' 70 DpIVEk UM fRIICK CRANES OE 45 t13N$
17.43 17.41
5rf) YC
17,43 17.43
LITY OF RENTON
1985 CBD SEWER TRUNK REPLACEMENT
' PACE 23
HAY-R32320-AA PREVAILING MINIMUM NUIRILV WAGE RATES APRIL 19. 1945
tCLUPAF1UNs PUMER E41IIPMENT UPERAIOPS
�UCATIONt CLALLAM, GRAYS HARBOR, ISLAND. JEFILRSON. KING, KIISAP, LEWIS,
HASON. PACIFIC (NORTH OF UAMKIAKUN COUNTY NORTHERN BOUNDARY
EXIfNOFD O"r NEST TO IHE PACIFIC UCEANI. PIERCE, SXAGI►.
' SWfHIIf•iSH. TffURSf0N AMC WHAICLM COUVTIES.
WAGE RATES
i UCF.UPA T ION OCCUPATION
GOOF. DESCRIPTION STATE FEDERAL
RATE R4TF
GROUP 3
510-5165 EQUIPMENT SERVICE ENGINEER 17.43 17.41
570-5720 I URK I If IS I?.43 17.43
579-5710 HOISTS. AIR TUGGERS, ETC. 11.43 17.43
S M-5715 LUA0Ff(S - ELEVATING TYPE 17.43 17.43
510-5725 MOTOR PATROL GRADER - NON-FINISHING 17.41 17.43
570-5730 MUCKING, MACHINE, ETC. 11.43 17.43
Sl0-574U POLLENS. ON PLANT. POAUMIX 0$ MULTILIFT 11.43 17.43
MAIERIALS
' STO-5145 SAWS. CONCRETE 17.41 17.41
510-5750 SCRAPFRS - CARRY ALL 17.43 17.41
570-5755 SPREAUFPS, bL&W KNOX, ETC. 17.43 17.41
i 57,4-5175 TRACTOR. EU "P AND UNDER, BACKIWE AND ATTACH. 17.41 17.43
STO-5160 TRENCHING MACHINES 17.43 17.43
iGROUP 4
570-5145 ASSISTANT ENGINEERS 17.i3 17.t
510-5A2U CIIMPRFS 1
SDRS 17.13 17. 1
570-5790 GIL OISTPIRUTURS, PLC.IFPS, ETC. 17.13 17.t3
57J-5795 OILER DRIVER ON TRULY CRANE 45 TONS AND UNDER 17.13 11.13
570-SROO PAVEMENT eREAKEK 17.13 17.13
i 5 TO-9805 PUSTIIULE D►GGEk, WFCIIANICAL 17.13 17.11
510-SRI3 POWFR PLANT 1-7.13 I1.13
573-5925 PUMPS. WATER 17.13 11. IJ
i SIU-5100 ROLLER. UTIIER TIIAf. PLANT $CAD MIX 17.13 17.13
510-SR15 WIIFEL TRACTORS, FARNALL TYPE 17. 13 17.13
GROUP 5
STO-5$30 GRADELHECKL$ AND STAXEMAN 15.33 15.33
i
i
CITY OF RENTON
1985 CBD SEWER TRUNK REPLACEMENT
PAGF 24
i
MY—k32i20—AA PREVAILING MINIMUM IICLRLV WAGE kATES APRIL 19, 1945
CUPATIIIN: PUWEk FDUIPMENT UPERATCRS
�OCATION: CI.ALLAM, GkA°S HARBOR, ISLAND, JEFFERSON, KING, KiTSAP. LEWIS.
MSSIiN. PACIFIC. INIIPTH OI WAHKIAKUM COUNTY NURTHERN BOUNDARY
Fx Tk NIHD Our WEST TO THE PACIFIC OCEANI, PIERCE, SKAGIT,
SN II IN IFI I SH, TNUkSTCU AND WHATCLM COUNTICS.
UTHER
' 570-9574 STATE— OVERTI'IE: AlL WCPK PFRIORHED IN EXCESS
(IF H HUURS PFk DAY OR 40 NVLRS PER WEEK, MOD—
DAY THkrn7GII FRIDAY, ANU ALL MARK PERFORMED ON
SAIUPUAYS SHALL BE PAID AT LNF AND ONF—IIALF
TIwFS THE REGULAP RAT[. ALL WUAK PFRFURMFD ON
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR
T PAY.
57U-9577 STATE: FOREMAN — 0.5US/HR. OVER THE HIGHEST
CLASSIFICATION UNCER HIS SUPERVISION.
1
CITY OF RENTON
' 1985 CBD SEWER TRUNK REPLACEMENT
PAGF 25
nvY-R12320-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 19, 1985
LUPATIUNt POWER EOOIPMENT OPERATORS
(SEWER C WATER CONSTRUCTION)
ILDCAIIUNt CHFLAN, CLALLAN. DOUGLAS (THAT PUPTION WHICH LILS WEST Of THE
1701H MERIDIAN). GRAYS HARBOR. ISLAUO. JEFFERSON. KING. KITSAP.
' KI T117AS. LFWIS, MASUN, PACIFIC INHRTII Of A STRAIGHT LINE FROM
THE SOUTHFRN DIIUNOARY 01 LEWIS COUNTY FXTE;iUED WEST TO THE
PACIFIC OCFAN) PIFRCE, SKAGIT. SNOHOMISH. THURSTON. WHATCUM AND
YAKIMA CCUNTIFS.
! FRINGE BENEFITS
! HEALTH AKU WFLFARE 1.95 A/HR . STATE
PENSION 2.00 $/HR. STATE
TOTAL HOURLY BENEFITS 4.01 A/HR. FEOFRAL
! TRAINING FUND .21 1/HR. STATE
WAGE RATES
' OCCUPATION OCCUPATION STATE FEUFRAL
CODE DESCRIPTIUN RATE RATE
! GROUP I
580-0040 BACK FILLER 16.92 16.92
! 580-0010 RACKHUF (780 CASE TYPE AND LARGER WITH 16.92 16.92
ATTACHMENTS)
580-0100 CLAM 16.92 16.92
! 580-0120 CRANE 16.92 16.92
580-0130 n17CHING MACHINE 16.92 16.92
580-OI50 UOZF.R (ALL LAT. TYPE 0-3 AND LARGER) 16.92 16.92
580-0160 DRAC.L INE 16.92 16.92
! 580-3190 FRONT-ENO LOADER 12YUS• AND OVERI 16.92 16.9?
580-0210 MECHANIC 16.97 16.92
580-0220 MECHANIC WELDER 16.92 16.92
! 580-0240 MHTCP GRADER 16.92 16.92
5AO-0310 SCREED 16.92 16.92
580-0330 SIRIVEL 13 YOS. ANC UNDERI 16.92 L6.92
! 500-n350 S10[ ROOM (ALL CAT. TYPE D-3 AND LARGERI 16.92 16.92
GROUP 2
! 580-nn20 RACKHIIE (680 CASE TYPE AND SMALLER WITH 16.425 16.425
ATTACHAFlITS1
500-UOSO BENDING MACHINE 16.425 16.425
580-0060 BOOM TRUCK ISTATIONARY) 16.425 16.425
CITY OF RENTON
! 1985 CBD SEWER TRUNK REPLACEMENT
PAGE 42
!
Y-R32320-4A P4LV41LING MINIMUM HOURLY WAGE RATES APRIL l9. 1905
CUPATION: POWER EQUIPMENT OPERATORS
( SEWER t. WATER CONSTRUCTIONI
ILUCAT ION' G.11ELAN. CLALLAM. DOUGLAS (THAT PORTION WHICH LIES WEST OF THE
120TH MENIUTAN). BRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP.
' KITIITAS. LEWIS. MASUN. PACIFIC (NORTH OF A STRAIGHT LINE FROM
THE SUUTNERN RUUNUARY UI LEWIS CP.MTY FRTENOED WEST 10 THE
PACIFIC OLFANI PIERCE. SKA61T. SNO11UMIS11, THURSTON. WHATC014 AND
YAKIMA CUUNTIFS.
WAGE RATES
' UCCUPATION OCCUPATION STATE FEDERAL
C110F. DESCRIPTION RATE RATE
' GROUP 2
SRO-007:, BORING, MACHINE 16.425 16.425
' 580-Ca40 COMPACTORS 16.425 16.425
5110-014U DU2FR ZANY TYPE SMALLER THAN CAT D-31 16.42E 16.425
580-0170 DRILLS ILER01 TYPE) 16.425 16.425
580-0180 FNFNT-FNU LCADLR (UNDER 2 VD.) 16.425 16.42S
' 580-0200 GIN TRUCK 16.425 16.42S
580-0230 MFCH4141LAL GREASER ILARGE GRcASE TRUCKI 16.425 16.425
500-0270 PAVIPo; MACHINES 16.425 16.425
1 580 ?80 PUT FIREMAN IENGINF OPERATED AdOVE 3 08L.) 16.425 16.425
590-030o RULLERS 16.425 16.42S
540-0320 SERVICE PLOW 16.425 16.425
' 58U-0340 SIDE CUOM (ANY TYPE SMALLER THAN CAT U-31 16.425 16.4?S
540-0460 TNACTAIR 16.425 16.42S
580-0380 WELL POINT SYSTEM 16.425 16.425
GROUP 3
S40-0010 AIP. CUTAPRESSOR 14.46 14.46
1 580-D000 01AIN TYPE DITCHER IUITCH WITCH) 14.46 14.46
580-0110 LU14LREIE SAW 14.46 14.46
500-0260 OIL-GREASER 14.4f 14.46
580-0?50 OILER 14.46 14.46
SRO-0290 PUMP 14.46 14.46
SBO-0370 WELDING MACHINE 14.46 14.46
CITY OF RENTON
1 1985 COD SEWER TRUNK REPLACEMENT
PAGE 41
1
HWY-R12320-AA PREVAILING MINIMUM HL'URLY WAGE RATES APRIL 19. 1985
LCUPATIUII: PIR.ER FON1PMfNT OPERATORS
(SEWER C -ATER CONSTRUCTION)
VAT ION: CIIELAN, CLALLAM, UVUGLAS ITHAI PCRTIIIN WHILH LIES WEST OF TUE
1?0TF MERIDIAN), GRAYS HAPRUR. ISLAIU. JEFFERSON. KING. KITSAP.
i KITIIIAS. LEWIS. MASUA. PACIFIC IN114TH OF A STRAIGHT LIRF FROM
I'll SUUTOCRN BOONUAUY OF LEWIS CULA.TY EXIF40FU WEST TO 111E
PACIFIC OLFA41 PIERCE, SKA"IT. SNUHUMISH. TIIURSTON, WHATCOM AND
YAKIPA CGUNTIES.
i UT HER
i 580-991U S14TE : DVIRTI4E-ALL WERK PLRFURMEC IN EXCESS
UI 9 IV111R5 (1fR UAY IIP 40 HOURS PER WEEK AND
ALL WU1K PFRFIRMED 11N SATUPOAYS IL%CEPT 9AKF-
i IIP OAYSI AND SUNDAYS SHALL BE PAID AT UNE AND
UNE-HALF 71PES FOE PFGULAR RATE OF PAY.
ALL 'd4WK PtOrORHEC nN HOLIDAYS SMALL BE PAID
iAT 001JULE THE REGLLAR RATE OF PAY.
1
1
1
1
1
1
i
1
i CITY OF RENTON
1985 CBD SEWER TRUNK REPLACEMENT
PAGE 44
i
HWY-032120-AA PREVAILING MINIMUM HOURLY WAGE RATE$ APRIL 19. 1995
CUPATION: TEAMSTERS
�41CATIDrI: CLALLAM. GRAYS IIARROR. ISLAND. JEFFERSCN, KING. KITSAP. KITTITAS,
LEWIS. MASON. PACIFIC INURIEI OF THE WANK IAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANS. PIERCE. SKAGIT.
' SM011014ISH. 111URSTUN. UHATCUM• YAKIMA AND THOSE PARTS OF THE
FOLLCWINI, COUNTIES LYING WEST OF THE I20TH MERIDIANS CHELAN AND
OUIIGLAS COUAIt1ES.
FRINGE BENEFITS
HEALTH AND WELFARE 1.89 T/HR. STATE
PENSION 1. 75 I/HR. STATE
TOTAL HOURLY BENEFITS 3.64 T/HR. -FDCRAL
TRAINING FUND .00 FEDERAL
WAGE RATES
' OCCUPATION OCCUPATION STATE FEDERAL
CODE DLSCRIPTION RATE RATE
GRUUP 1
' 130-D690 LEVERMAN AND LOADERS At PUNKERS AND 17.06 17.06
BATCH PLANTS
' 130-1200 SWAMPLA 1/.06 11.06
T30-1810 WARLHUUSEMAN AND CHECKERS 17.06 17.06
GROUP 2
130-1300 TEAM DRIVER 17.11 11.11
' GKOUP 3
M-0110 BULL LIFTS, OR SIMILAR FOUIPMFNT USED iN 17. 16 17. 16
' LGAPINI; OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SIIES:WARFHOUSING
T30-0140 BUS OR FMPLUVEEHAUL 17. 16 17.ib
' CITY OF RENTON
1985 CBD SEWER TRUNK IiEPLACEMEIIT
PACF 51
i
'IWIY-k123 M-AA PREVAILING MINIMUM IIOURLY WAGF. RATES APRIL 19, 19115
OCCUPATION: ICAMSIERS
'IIICAil CW1: f.L4LLA N. Gk.AYS HAk89R. ISLANC. JEFFERSON, KIN,. KITSAP. KITTITAS.
I Fk IS. MASI'll. PACIFIC INIIRTH OF THE WAIIKIAKUM COUNTY NIIRTHEPN ODIINCARY LAIENGEC OUE WFST TO THE PACIFIC OCEANI. PIERCE. SKAGIT.
VI"IAIMISH' • N I
F]ILLfWIN.l (.OUNTIESLYING WEST OF K THE 120THF1MERIUTAN: CHELAN AND
UOUGLAS COUNTIES.
WAGF RATES
OCC UPAT IUN OCCUPATION
C,)DF DESCRIPTION STATE iERATE
RATE RATE
GROUP 3
730-0200 0114PSIFRS. AND SIMILAR FCUIPMFIIT:TCKIRNO-
Ptl"EPS, 7tIURN'JWAGUH. TOURNITRAILER. CAT OW 17•16 17.16
' SERIFS. TCRRA COARA, LETCURNEAU. WESTINGHDUSF
AIHLY WAGON. EUCLID. TWO AND FOUR-WHEELED
PHWI.k IRACTUI, WIN TRAILER AND SIMILAR TIIP-
LOA01.0 FOUIP'IFNT TRANSPURTING 4ATIRIAL AND
PERFUMING MIRK IN fFANSIFR JURISUICTION:OUMP
fkl1CK,S. SIJE. Q)D ANU IIDII(IM I)UMP. INCLUDING
SF'll-Ik U(.KS ANU IPAINS CP CCMPINATIONS
' 11)EREUF -UP TU AND INCLUDING 5 YARDS
730-046U fLAHERIY SPRFAUER 17.16 17.16
730-0610 Ft1FL (RUCK, GREASE TRUCK. GRCASER. BATTERY 17.16 17.16
SERVILE 4AN Atli)/OR TIRF SERVICE MAN
730-110t1 SCISSDRS TRUCK
730-1350 /R4f,1(Ik, SMALL RUBCFR-TIRLU (WHEN USFU WITIIIN 11.16 17•16
TLAMSTCR JURISDICTION)
730-1750 VACUUM TRUCK
130-2000 WATER WAGON AMU TAKK TRUCK: UP TO 16UG iT•16 11.1
GALLONS 17.16 17.
' 730-2200 WINCH TRUCK: SINGLE REAR AXLE
730-2120 wRECKEk. 1t]W TRUCK ANU SIMILAR EMII PMENT 11.16 17. 16
17.16 17.16
GROUP 4
730-0500 FLA1BFU TRUCK. DUAL hEAP AXLE
17.27 17.27
GROUP 5
730-0080 OUGGYHURILE ANU SIMILAR
' 17,33 17.33
' CITY OF RENTON
1985 CEO SEWER TRUNK REPLACEMENT
f MVI )L
1
I
IWY-P32320-AA PREVAILING MINIMUM HOURLY WAGF RATES APRIL 19. 1985
OCCOPATIUNI TEAMSTERS
`ULAT ION' CLALLAM. GRAYS IIARBUR• ISLAND, JEFFERSON• KING, KITSAP. KIT7ITAS.
LFWIS. MAStIN. PACIFIC (NORTH OF THE WAIKIAKUM .JUNIV NORTHERN
AOUNDARY FAlrtQFD DUE 6FS1 TO THE FALIFIC OCEANI . PIERCF. SKAGIT.
SNIIHUMISII. YHUPSTDN. WHATCNM. YAKIM4 AND THOSF PARTS OF THE
FnLLCWING COUNTIES LYING WEST OF THE 1207H MERIDIAN: 1.HELAN AND
DOUGLAS COUNTIES.
WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
' GROUP 5
130-0670 HYSTER OPERATORS MAULING BULK LOCSF 17.33 17.31
AE.GkFGA1ES1
73n-lln(I S7RADOLE CARRIER IROSS. fYSTE.R AND SIHIIARI 17.33 17.33
73U-2U10 WATG: WAGnti AND TANK TRUCK' 1600 GALLONS 17.33 17.33
TO 3009 GALLONS
' GROUP 6
730-I500 TkANSIT-NIX, 0 TO AND INCLUDING 4.5 YOS. 17.37 17.31
GROUP 7
730-0210 UIMiPSTERS, AND SIMILAR Et;UIPMENT:TOURNU- 17.38 IT.3R
R(1CKFRS. TOURNUWACOU. TOGRNUTRATLER. CAT OW
SFRIES. TFRPA COBPA, IETCURNEAU. WF:STINGHUUSF
A'HEY W4E,0;1. EUCLID, TWO AND F )UR-WIIEELEO
POWER TRACTOk nIM TRAILER AND S14ILAR TOP-
LOAOfO FOUIP-11i NT TRANSPORTING MATERIAL AND
PERF11114ING 6ORK IN TEAMSTER JIRISOICYI(,N:DIIMP
TRUCKS. S101., END AND UUTTO14 VJMP. INCLUDING
SFMI-IRIICKS ANU TRAINS CR COMBINATIONS
TIIEREDF :nVLR 5 YARDS TO AND INCL. 12 YARDS
73n-0413 FXPLOSIVE TRUCK IFIELU MIX) AND SIMILAR 11.33 17.38
E Uill P!IF N T
730-0710 Ll1Nl0U AND HEAVY DUTY TRAILER: TINDER 50 17.38 17.38
' TUNS GR0S5
730-0910 OIL IIISTRVtLTOR DRIVER IROADI 17.38 I7.3A
730-1140 SLURRY TRUCK DRIVER 17.39 17.36
' I30-1160 SNU-GD ANO SIMILAP EOUIPPENI 11.38 17.38
730-221U WINCH TRUCK' DUAL RLAR AXLE 17.3R 17.38
CITY OF RENTON
1985 CBD SEWER TRUNK REPLACEMENT
' P:GE 53
HWY-R32320-AA PREVAILING MIhIMUM HOURLY WAGE RATES APRIL L9. 199S
OLCUPATIUH: TEAMSTERS
'LOCATION: CLAILAM. GRAYS HARBOR, ISLANU. JEFFERSON. .'.NG• KIISAP. KITTITAS.
LFWIS, NASi Ol, PACIFIC (N(.'RTH OF THE WA14KIAKUM COUNTY NORTHERN
DUUN!'ARV EKTF'IUFO DUE WEST in THE PACIFIC OCEAN), PIERCE, SKAGIT,
SNONUMTSH, THURSTON. WHATCOM, YAKIMA AND 111USE PARTS OF THE
FHLL(31+IHG CUUNTIES LYING. WEST Of THE 120TH MERIDIAN: CHEIAN AM)
DOUGLAS COUNTIES.
WAGE RATES
OCCUPAT i(1N OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP 8
730-0220 DUMPSTLRf.. ANP SIMILAR EOUIPMFi11:TOURNO- 17.44 11.44
ROCKERS, TUURNUWAGOh. TOURNOTRAILFR, CAT OW
' SERIES. TERRA CUBRA, LETCURNEAU. WESTINGHOUSF
AIHFY '.AG011. EUC1.10. TWU AND FOUR-WHELLED
PUeER fRACTfIR NTH TRAILER AND SIMILAR T6P-
L0AJC'1 tOUIPNENT TRANSPORTING '1ATERIAL AND
PFRFOPYING WOPK It. 1EAASTER JURISOICTION:UU'IP
TRUCKS. SIDE. ENO AND BUITUM DUMP. INCLUDING
S' !11 -!Rf)CY5 414U TRAINS OR CONBINAll UNS
TOFRLUf:DVFR :2 YARDS TO AND IYCL . 16 YARDS
GROUP 9
r130-0100 BULK CEMENT T414KER 17.49 1T.49
730-0230 UUMPSTERS. ANU SIMILAR FCUIPMENT:TOURNO- 17.49 17.49
' ROCKERS. TOURNOWAGUN. TCLRIA)TR41LER, CAT OW
SERIES. TERRA COL•RA, LFTCUKNEAU. WESTINGHOUSE
A111LY WAGON. EUCLID, 1hC AND fOUR-W`IEFLED
PIIW[R IRACTI)R WT14 TRAILER AND SIMILAR TOP-
' L(IAUFU E')UIPMFNT TRANSPORTING MATERIAL ANC
P(PFUR(IIMG Wf)RK IN TEAMSTER JLlRISUICIIUN:GA/MP
i ROLKS, SIDE. END AND OUTTOM OU'lP, INCLUDING
SF'41-TRUCKS AND TRAINS CR COMBINATIONS
TUFPE('( :OVER 16 YARDS TO AND INCL. 20 YARDS
730-?0I5 WAIER WAGUH AND TANK TRUCK: OVER 3000 GALLONS 17.49 17.49
GROUP 10
CITY OF RENTON
1985 COD SEWER TRUNK REPLACEMENT
' PAGE 54
012120-AA PREVAILING. MINIMUM HOURLY WAGE RATES APRIL 19. 1985
JL Lifiy 31.N; I CAMSTERS
%LRi104t 7.IALlAM. GRAYS HARBOR, ISLANC. JEFFERSON, KING. KITSAP. KI111TAS.
$$$ LE M. S. 4ASON. PACIFIC INOR111 CF THE WAHKIAKUM COUNTY NORTHERN
B'IUNCARV EXTE•IDED OU? WFST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
' SNIIHOMISII. TIIUPSICN. WHATCLM, YAKIMA ANU THOSE PARTS OF THE
FOLLOWIIB) COUNTIES LYING WEST OF THE I!OTH MERIUTAN: CHELAN ANU
UOUGLA� COUNTIES.
WAGE RATES
' OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
GROUP 10
730-0120 wJLI LIFTS. OR SIMILARY EQUIPMENT USFD IN I7.51 17.51
LUAOINt, OR UNLUADINS TRUCKS. TRANSPORIING
' MATERIALS ON JOR SITES:CTHER THAN WAREHOUSING
GROUP It
730-1510 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY ll.14 17.54
CCNSTR. (OVER 4 VDS. TO AND INCL. 6 YDS.1
GROUP 12
730-0010 A-FRAPE OR HYORALIFI TRUCKS OR SIPILAN 11.64 17.64
EOUIPICJIT WHEN A-FRAME OF HYDPALIFT OR
SIHILAR FQUIPMENT IS IN USE
GROUP I'1
730-U24U OUHPSTCRS, Atli) SIPILAR ECUIPMENT:TOUR40- 17.66 17.66
ROCKFRS, TUURNUWAGON, TCURNOTRAILER. CAT OW
SERIES. TERRA COPRA. LEICIIRNEAU. WE.STINGHOUSE
AIHFY Hkir.N. EJCLID. TWO AND FUUR-WHECLEO
POWER TRACTCR WTH TRAILER AND SIMILAR TOP-
' LUAIIED EUUIPMLNT TRA14SPORIING MATERIAL AVO
PIRTUPMING WORK IN TEAMSTER JURISDICT ION:DUMP
7RULKS. SIDE. EMU ANU BOTTOM DUMP. INCLUDING
Sf.MI-TRUCKS ANO TRAINS CR COMBINATIONS
TIIERE�N :OVER 7L1 YARDS IL AND 14CL. 30 "ARDS
733-0770 LIIWOEU AND HEAVY DUTY TRAILER: OVER 50 IONS 17.1.6 L7.66
GROSS TO A40 INCLUDING 100 TONS GROSS
' CITY OF RENTON
' 1985 CBD SEWER TRUNK REPLACEMENT
PAGE 55
1 KWY-R32320-AA PREVAILING MINIMUM HOURLY WAwE RATES APRIL 19. 1905
OLCUPA-IONt TEAMSTERS
�1.00AT IUH: CLALLAM. GRAYS HARt3UR. ISLAND. JEFFERSEA, KING. KITSAP. KITIIIAS.
LEWIS. MASON. PACIFIC INORTII OF THE M AtKIAKUM COUNTY NORTHERN
AUUNLARY FXTENUEU DUE WEST TO T11E PACIFIC UCEANI , PIERCE, SKAGIT.
SNII017415H. IJIURSIO'Y, WHAICOH. YAKIMA ANU THESE PARTS OF THE
FOLLOWING COUNTIES LYING WEST OF THE 1201P MERIDIAN: CNELAN ANU
0911LLAS LUUNTIES.
' WAGE RATES
' UCC UPA T I ON OCCUPATION ST 4TE fELEN AI
CODE DESCRIpTION RATE RATE
GROUP 14
f130-tS?O TRAIISIT-MIX USED F.XCLUSIUELY IN HEAVY IF.TO 17.70
CUNSTR.:OVER 6 Y05. TO AND INCL. 8 YDS.
GROUP IS
FIU-0750 PUItPSTLRS. At*) SIMILAR FOUIPMENTIJOURNa- i7.fl2 17.W2
ROCKFpS. TUURNOWACON. IOURNOTRAILER. CAI OW
SFPIrS. TERRA COPRA. LFICURNEAU, WFSTINGI11x/SE
ATIILY WArrjN. EUCLID, TWO Aflll FOUR-WIIEELEO
' PUWFR tRACTOR WTH TRAILER AND SIMILAR TUP-
LUAVLU EUUIPaENI YNANSPORTING MATLRIAI. Attu
PF.FEOR4I:IG WORK IN TEAMSTER JURISDICIIIIN:OUMp
"OCKS. SIJE. FNO ANU AUITDM 'K1Mp. INLLUOING
SIHI-)HULKS AND IRAIMS f'R C.GMIHNATi TINS
T11f CEtlf :OVER 30 YVS. lU AN0 INCL. 40 VOS.
130-0730 LtIWUEU AND HEAVY DUTY TRAILER: OVER t00 17.87 11.82
IONS GROSS
GROUP 16
130-1�,30 TRANSII-Mix USED EXCLUSIVELY IN HEAVY 17.66 17.R6
C.UNSTRo UVER N YOS. TO AND INCL. 10 YDS.
t CITY OF RENTON
1985 CBO SEWER TRUNK REPLACEMENT
PAGE 56
� rwr-R 32320-AA PRf VAILI AG MINIMUM HUURLY WAGE RATES APRIL 19. 1995
fx;CUPAfjdN: TEAMSTFRS
�t iC1,11 T1: Ct AttAM, GRAY, HARBOR. ISLANC, JEPFFRSON. KING. KITSAP. KITTIIAS.
■■ L(-WIS. NAS11?1. PACIFIC (NORTH CF INC WAHKIAKUP COUNTY NORTHERN
RgIINCARY EXTENDED DUE WFST TO THE PACIFIC OCEAN). PIERCE. SKAGIT.
SNbHOMISU. THUPSTCN. WHAT(CM. YAKINA AND THOSE PARTS OF THE
f'JLLU'AING COUNIIt3 LYING NEST OF
IMUGLAS COUNTIES. ME 1201H MF RIU LAMS CHELAN AND
! MACE RATES
' n44UPAT I0N C fk,[ OCCUPA T IUN
OCSCRIPTION STATE FEDERAL
RATE RATE
GROUP I
T3U-D760 PNMPSIERS. ANO SIMILAR FOUIPNFNTSTDURNO-
PUCKFPS. FOUR"DWACON, ILIURUCTPAILER. CAT N 17.9R 17,9B
SFRIFS, TERRA COBRA, LETOURNEAU, WESTINGIIUUSE
AIHfY WAG{YS. EUCLID, TWO AND IgUR-WMEfLEO
PUWFR TRACTOR WTH TRAILER AND SIMILAR TOP-
6 Pf:AFHWMf4GIW0RKT TRANSPORTING IN TEAMSTER ,SURISOTCTiON DUMP
TWtK,KS. SIDE. CND ANO BCTTOM DUMP, INCLUDING
S("M;-TR{TCYS AND 'PAINS OR CGMRINAT-IUNS
�t THEREGFSUVER 4D YARDS TG AND INCL. 55 YARDS
` GROUP IR
' 730-154f) TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CaNSTk. :OVER 10 YCS. TO AND INCL. 17 YDS. 18.03 1R.03
GROUP i9
710-1550 TRANS11-41X HSEO EXCLUSIVELY IN HEAVY
CONSTk.SOVER 12 YfSS. In AND INCL. 16 YUS. 18.19 18.19
(-'RDUP 20
t7S�)-11560 TPANSII-RIX USED EXCLUSIVELY IN HEAVY
CIINSTR.:UVFR 16 YUS. fD AND INCL. 20 YUS. 10.35 IP.35
' GROUP 21
7I0-I510 TRANSIT-Nix USED EXCLUSIVELY IN HEAVY
CONSTP.:OVER 20 YDS. 16.51 18.51
CITY Of RENTON
1985 C80 SEdFR TRUNK REPLACEMENT
' PAGE 57
Y-R32lttl-AA PREVAILING MINIMUM HOURLY WAGE RATES APRIL 19. 1985
CUPA1110M TFAMSTERS
�ICA T I ON CLAtLAM. GRAYS IIARRCR. ISLAND. JEFFERSON. KING. KIISAP, KITTITAS.
LEWIS. f.ASOri7 PACIf IC INURIH OF THE WAHKIAKUM COUNTY NORTHERN
(10UNCARY EXIENDEU DUE WFST Tll THE OACITIC OCEANI. PIERCE. SKAGIT.
SNUIIfIMISH. THURSICN. WHA1COM, YAKIMA AND TIIOSE PARTS Of THE
FULLfw ING COUNTIES LYING Y.FST OF THE I20TH MERIUTANt CHELAN AND
DnUGLAS COUNTIES.
WAGE RATFS
UCCUPAT MN OCCUPATION STATE FEDERAL
C 39E DESCRIPTION RATE RATE
GROUP 22
i730-0400 ESCGRT DRIVER 17.06 12.00
730-1020 PILOT CAR 17.06 12.00
GROUP 23
710-0490 FLATUFU TRUCK, SINGLE REAR AXLE 15.25
730-1010 PICK-UP TRUCK 15.25
GROUP 24
730-0810 MECHANIC HELPER 16.91 --
GROUP 25
730-0800 MECHANIC 11.50 --
' OTHER
739-0735 STATE: FOR OCCUPATION 730-0260 IN GROUP 11
AV') .15 AMR. FOR EACH 10 YARD INCREMENT OV'-R
55 YtSPDS
710-1716 STAIR OVERTIMF-ALL MURK PEPFORMfn IN EXCESS
Of 4 HIrURS PER DAY 09 40 HOURS PER MEEK. MON-
DAY 111PnUf,H fRIJAY. AND ALL WORK PE0(ft1RME0 ON
SATURDAYS SH.Itt RE PAID AT UNE AND UHF- HAEF
MIES Ifir REGULAR RATE Cf PAY.ALL WORK PER-
FIIRIIEU ON SUNUAYS Ar4U 14IIL111AYS SHALL RE PAID
Al UOUDLF THE REGULAR RATE OF PAY.
t
i
CITr CF RENTON
1985 COD SEWER TRUNK REPLACEMENT
PAGE 58
SUPPLEMENTAL SPECIFICATIONS
■
CM RP MEDIAN
RANDARD SPECIFICATIONS
TIE STANIAW SPECIFICATIONS FOA MAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION AWL TNF WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 1854
' EDITION SMALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID !¢CIFICATIOMS TOGETHER WITH
THE TAUS OF THE STATE OF WASHINNTON AND THE ORDINANCES AND CHARTER OF THE CITY CF RENTON. ED FAR AS APPLICABLE,
ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY ENCEPT AS AMENDED
OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN.
A COW OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL
BLINDING, RENTON. WASHINGTON 960.55. 'MERE THEY HAY BE EXAMINED AW COPIED BY ANY INTERESTED PARTY.
WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SHALL BE
CONSTRUED TO MEAN THE CITY OF RFNTON. AMC WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE
' CONSTRUE TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OT RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE.
NOTE: THE SPECIAL AK SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SMALL SUPERSEDE
PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH.
STANDARD PUNS
iTHE STANDARD PUNS FOP ROAL AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TMNSPoRiATION AND THE
WASHINGTON STATE CHAPTEP OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED :N THESE
SPECIFICATIONS AS TWNGH QUOTED IN THEIR ENTIRETY AND SMALL APPLY 0(CEP7 AS AMENDED OR SUPERSEDE* BY THE CITY OF
RENTON STANDARD PLANE BOUND HEREIN.
A COW OF THESE STANARD PUNS AND CITY 6 RENTON STANDARD PUNS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS
' DIRECTOP. MUNICIPAL Sc ILDING, 9EN704, WASHINC.TON 98055, WHERE THEY MAY BE OWINED AND COPIED BY ANY INTERESTED
PARTY.
' 1EADIK8
HEADINGS TO PARTS. SECTIONS. FORS. ARTICLES AND SUBA.RTICLES ARE INSERTED FOP CONVENIENCE OR REFERENCE ONLY AND
' SMALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS.
' 6PPLEIENTAL AND SPECIAL PROVISIONS STRUCTURE
THE SPECIFICATIONS NOTED HEREIN ARE IN ADOITIUN TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS
' ARE NAFVED -REPLACEMENT SECTION- OR -PARTIAL REPLACEMENT SECTION". THE SPECIFICATIONS HEREIN APE TO REPLACE. OR
PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED 'ADDITIONAL SECTION". THE
SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED
"SUPPLEMENTAL SECTION', THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS.
t
' SECTION 1-01 DEFINITION AND TERMS
1-01.10 DEPARTMENT. DEPARTMENT OF TRANSPORTATIDN IADDITIONAL SECTION[
' WEN THESE SPECIN ICAT I DNS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS PET ERE WE W1 LL ALSO
INCLUDE THE CITY WERE APPLICABLE.
1 1-01.11 ,ENGINEER EMEPLACEMENT SECTION!
THE DIRECTOR OF PUBLIC WORKS, ACTING DIRECTLY OR TIOOUGH HIS AUTHORIZED REPRESENTATIVES.
' 1-01,23 SECRETARY, SECRETARY OF TRANSPORTATION [SUPPLEMENTAL SECTIONI
' THE CHIEF OtECUTIVE OFFICER OF THE DEPARTMENT SMALL ALSO REFER TO THE DIRECTOR OF PUBLIC WOWS.
1.-01,29 STANDARD SPECIFICATIONS IADUI IONAL SECTIONI
OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION. ARE FROM THE LATEST EDITIONS OF:
AWN AMERICAN WATERWORKS ASSOCIATION
ANSI AMEHICAN NATIONAL STANDARDS
ASA AMERI DAN STANDARDS ASSOCIATION
AST" AMERICAN SOCIETY FOR TESTING AND NATEPIALS
' NEC NATIONAL ELECTRICAL CEDE
1-01.27 STATE IADOITIONAL SECTION)
tTHE STATE SMALL ALM REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE.
1-01.37 WAKING DRAWINGS [REPLACEMENT SECTI01
1 THE TERN 'SHOP DRAWINGS- SMALL REFER TO THE PICTORIAL OFSCRIPTIDN OF THE DETAILS OF PROPOSED MATERIALS.
EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTICh PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR. OF A
MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER,
1-01,38 ACT OF GOD 1,DDITIONAL SECTIOMI
' "ACT OF Gm" MEANS AN EARTHQUAKE, FLOW. CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OP NATURE. A PAIN. WINDSTORM.
HIGH WIER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE Now, WHICH NIGHT
REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS EF THE GENERAL LOCALITY OF THE WNW.. SHALL MOT BE
CONSTRUED AS AN ACT OF GOD.
1-01,35 OR EOUAI. [ADDITIONAL SECTION]
' WHERE THE TERN 'OR EQUAL' 1S USED HEREIN. THE OWER. OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SMALL BE
THE SOLE JUDGE OF THE OUAUTY AND SUITAB%ITY IF THE PROPOSED SUBSTITUTION.
' 1-31,40 APPROVAL [ADDITIONAL SECTION)
THE TERM 'APPROVAL' OR 'APPROVED" SMALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE EMALF OF THE OWMEP.
2
51pPLEMENTAL 59ECIf1UTIDMS PEV[OfiYt ateSl PAGE
BECTIOM 1-OB BID PROCEDURES AIL COIDITIOM
1-02.2 BINS AND GPEC FI UL
DELETE PAPAGRAPH 3 AND A (SEE SECTION 1-04.1q
' 1-02.12 PUBLIC MEKNRS OF BIDS 14EPLICEMENT1 SECTION[
SEALED BIOS CLL BE RECEIVED BY THE CITY OF REXTCN. WASHINGTON, BY FILING WITH THE CITY CLFN, WA:[:PAL
BUILDING, AFNTF, W"IN970N, AS PER CALL POP BIOS AK WILL BE OPENH AM PUBLICLY REAL ALOOC.
SECTION 1-03 AMID AND EKECUTIQM OF W/TRACT
t1-03.1 CONSIDERATION OF B1D5 [ADDITIONAL SECTION`
ALL BIDS "ILL BE ROSE ON MAL SUM OF ALL SCHEDULES OF APICES, NO PARTIAL BIOS WILL BE ACCEPTED. THE CITY
RESEPVES THE RIGHT HOWEVER TO AM1C ALL CP AM SCHEDULE OF A BIC TO THE LOWEST B100EP AT ITS DISCRETION.
NWTION I-ad BLLPE OF TWE BOB:
1-01 5 FROCF M AND PROTEST BY THE CONTRACTOR 1 A NEWT TjjCf jOw
' ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND TOE CONTRACTOR OR HIS SUPERINTENDENT OR FOAEMN A6 TO THE
WANING MD INTENT OF AM PART OF TIE PLANS AND SPECIFICATIONS OF ANY CONTRACT OOCUNENI. SMALL BE "IMMEDIATELY
BROUGHT TG '4E ATTENTION 11 THE PUBLIC W0415 DIRECTOR OR HIS REPRESENTATIVES FDA INTERPRETATION AID ADJUSTMENT.
IF WAARURMl
FA,LUPE ON THE PART OF THE PUBLIC VOWS OIPECTOP OR HIS REPRESENTATIVE 10 DISCOVER AND CONDENN OR REJECT
IMPROPER. DEFECTIVE OR INFERIOR NOW OR NATtRIALS. SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH NOW OR
NATEAIALS. DR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MY HAVE BEEN USED.
TO PREVENT DISPUTES AID LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC MAPS DIRECTOR OR
HIS REPRESENTATIVE SMALL DETERMINE THE QANTITV AND QUALITY OF THE SEVERAL MINDS OF WORK EMBRACED IN THESE
EMPADVEMENTS, HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE NOW AND THE INTERPRETATION OF THE
PLANS AND SPECIFICATIONS.
IN TOE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, ME SMALL, WITHIN 3
DAYS, NOTIFY THE ENGINEER AND TM CITY CLEM IN MISTING OF THE ANTICIPATE NATURE AID UMLKT OF THE DAMAGE 00
DAMAGES. TIME IB a THE ESSENCE IN THE GIVING OF SUCH NOTICE, IN THE EVENT AN AGREEMENT CANNOT THEN BE REACHF.
' WITHIN 3 DAYS. THE CITY AND THE CWRRACTOA WILL EACH APPOINT AN ARBITRATOR AND THE TWO SMALL SELECT A THIN
WITH:N 30 DAYS THEREAFTER.
THE FIND/N[S AND DECISION IF THE BOARD OF AASITMTOM SMALL BE FINAL AND BINDING ON THE PARTIES. UNLESS TOE
AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AID FILING A PETITION FOP
REVIEW BY THE SUPERIOR COURT OF NIMG COUNTY, WASHINGTON. THE GROUNDS FOP THE PE71T!ON FOP REVIEW ARE LIMITED IC
SHOWING THAT THE FINDINGS AND )ECISION;
' 1. ARE Mn ALWONSIVE TO THE QUESTIONS SUBMITTED;
2, IS CONTRARY TO THE TENS OF THE CONTRACT OR ANY COIPDIENT THEREOF;
3. 16 ARBITRARY AND/OP IS MOT BASE UPON THE APPLICABLE FACTS AMC THE W CONTROLLING THE ISSUES
SUBMITTED TO ARBITRATION.
SUPPLEMENTAL 9PEZ;FICATIONE REVI,OytO/B51 PAGE 3
1-06.5 Cc�Lin�W
THE BCAK OF AFRURATOS SHALL SI,Mm 1-E DECISION V� SETTING FORTH IRA WHITING THEIR F:FCIKS AND' BASED ON THE EVIDENCE ADDUCE AT AM SUCH HEARING, CONCLUSIONS
THE ARBITRATION SHALL BE CONCICTE IN ACCORDANCE WITH THE STATUTES OF THE STATE OF µSH:MSTO1 AEC COURT
DECISIONS MVERNING SUCH PROCEDURE.
THE COSTS OF SUCH ARBITRATION SMALL BE RORME EQLALLY BY THE CITY ANC THE CONTRACTOR UNLESS 17 IS THE BDNRC'S
MAJORITY OF:N:CN THAT THE COKRACTOP'6 FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITNCLY REASONABLE
t FOOCATION. IN THE LATTER CASE, ALL COSTS SMALL BE BORNE BY THE CONTRACTOR.
THE VENUE OF ANY SLIT SMALL BE IN RING COUNTY, µSHINGTON, AND IF THE CONTRACTOR IS A NON-RFEIDENT OF THE STATE
OF WAShLMETOI, HE SHALL DESIGNATE AN ABGN7, UPON WHOM PROCESS MY BE SERVED,
COMRACT, BEFORE COMMENCINGCOMMENCINGIIOfK UMDEF THIS
1-04ip USE OF MATERIALS FOUNC ON THE PROJECT JApOIT:pNA_ SECTION,
ALL SALVAGE MATERIAL AS NOTE ON THE PLANS AND TAKEN FROM AM OF THE DISCAIEE FACILITIES SMALL, AT THE
ENGINEER'S CISCRETION, BE CAREFULLY SALVASE AMC DELIVERED TO THE CITY SA.YNE. ALL SALVAGED WATER MAINS, FIRE
t MDRAMS, VALVES AM APPURTENANCES, CATCH BASINS, ANC STORM AND SANITARY MANIPLE COVERS SMALL BE SALVA6EC AND
DELIVERED TO THE CITY SHOPS,
ANY COST IMCURRE IN SALVAGING AND DELIVERING SUCH ITEM$ SHALL BE CONSIDFRE INCIDENTAL TO THE PROJECT AMC MC
CONDENSATION WILL BE WE.
1-04.12 WASTE SITES JAVVITIOk4L SjgTIpN,,
ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SMALL BE NAULE, DUDE, AFC SPREAD AT THE SELELTE BY THE CONTRACTOR. LOCATIONS
tTHE CONRACTOP SMALL HAVE THE RESPONSIBILITY EE MAIMING HIS ROM BASTE SITE. ALL WORK INCLUDED IN THIS SERIDN
SHALL BE QMLSIDERE TO BE INCIDENTAL TO OTHER ITEMS OF AMA AMC NO FURTHER COMPENSATION WILL BE WE.
tTHE MOUTE TAKEN TO THE µGTE SITE SMALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW;
THE COMRACTOP SMALL BE PREPAFEC TO USE WATER TRUCKS, POWER SWEEPERS, ANC RELATED ECUIPMENT AS DEEMS
' NECESSARY BY THE PUBLIC ARKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE RDURE. PROMPT
RESTORATION OF THE RDUTI IS MANDATORY,
' THE CONTRACTOR SMALL SECURE ALL NECESSARY PERMITS AMC APPROVALS FOP AM µSTE SITE TG BE USE, COPIES OF THE
PERMITS AMC APPROVALS ARE TO BE SUBMITTEC TO THE ENGINEER PRIOP TO 67AMRIWG AM WDRK,
1-0e,,13 IDI116 6 WOIR IAOD•T•ORAL SECT SON
THE NOMING HOURS FOR THIS PAWECT WILL BE LIMITS TO WEDWAYS DUPING 1,E PERIOD FROM 6100 A.M. TO 5100 P.M.
THE MOURNS OF "OFF MAY BE CHANGE AT THE CISCRE71Oh SP THE ENGINEER MEN IT 1S 1N THE INTEREST OF THE PUBLIC OR
' THE CONTRACTOR DUE TO REASONS M SAFETY, HEALTH, OF WELFARE.
1-04,14 CONTRACTOP'S OOvtE6 (P CANTRAGT DDC{IMENT' (ADCITIOHAL SECTION
' TIE COMRACTOA WILL BE SIPPLIEC 6Y THE DUMP WIT" 5 GETS OF PUNS AMC SPECIFICATIONS. AT LEAST LAME COMPLETE GET
ff CONTRKT DOCUENTS, INCLUDING ONE FULL SIDE SET OF DRAWINGS, SHALL BE KEPT Al THE SITE 3 CONSTRUCTION IN
GOCr COC:TION AMC AT ALL TIMES AVAILABLE TO THE OWNER AMC THE EMGINEEP. ADO:TIOML COPIES OF CONTRACT
DOCUMENTS, IF REOLIAEM, WILL S' ''URNISHE Br THE OMMEF MET COST OF REPAm LOTION,
1
SUPPLFMENTAL SPECIFICATIONS REVI06/1N651
PAGE 4
BECTIOR 1-06 fDWTAol. OF um
1-05,5111 CONSTRUCTION STAR ZMG EREPUCEIENT SECTION]
THE ENGIMEEP SMALL HAVE THE NIGHT TO MAKE REASONABLE CHANGES IN THE SPADES AS THEY ARE SHOWN ON THE DRA►INGS.
SPADES WILL BE ESTABLSSMED IN THE FORM OF OFFSET SNARES AT DISTANCES PDT GREATER THAN 25 FEET FOR BATTER BOARDS
OR 50 FEET FOP USER. GET 'N ADVANCE OF THE WORK. WHENEVER WORK IS IN PALSAMS, THE CON WTDP SHALL HAVE IN
HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRICTION GUIDE FROM THE LINE AND GRACE
STAES SIVEN B1 THE ENGINEER,
' SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACZ16 Alt MAINTAINING 641CH CONSTRUCTION GUIDES. A
GATTEP BOARD SET WITH AM ENGINEER'S LEVEL SMALL BE USED FOR ALL LINES SET JN A GRADE OF 0.60 PERCENT OR LESS.
AT LEAST THREE BATTER BOAFOS SMALL RETAIN IN PUCE CURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S
' NEGLIGENCE, ANY STARES SMALL BE DESTROYED AMC REWIRE RESETTING. A 60 SMALL BE DEDUCTED FROM THE CONTRACTOR'S
FINAL PAYMENT EQUIVALENT TO THE EXTRA CAST /N ENGINEERING REQUIRED FOP SUCH REPLACEMENT,
' THE UREP METHS OF ESTABLISHING LADE MAY BE USED PROVIDING;
1. PEOUESTS FDA USE L1671K EQUIPMENT, APE METHOD OF OPERATION ARE SUBMITTED FOP CITY REVIEW AND
APPROVAL AT LEAST FIVE DAYS PRIOR TO USE,
t2. GRADES APE CHECKED AT LEAST ONCE EVER' 30 FEET AND AT LEAST 3 TINES DAILY BY CONVENTIONAL METHODS
t3. PROPER AICHONING OF PIPE IS PERFORMED IN LOCATIONS WERE A BOX IS BEING USED FOR EXCAVATION.
THE CONTRACTOR SMALL AAFAkGE HIS BOFN TO ALLOW A REASONABLE TIME FOR THE BETTING OF STAKES FOP THE NEXT PHASE OF
NIS OPERATION TO PREVENT NCRA DELAYS "ILI WAITING FOR CONSTRI1110N SLIDES.
tTHE CONTRACTOP SHALL ASSUME FULL RESPONSIBILITY FUO '•ETAILED DIMENSIONS AND FOP TRANSERRING ELEVATIONS OP
MEASUREMENTS PFASUPED FROM SUCH STARES AMC MARKS.
DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOP SURVEY LESS THAN 3 DAYS, ARE DEEMED A MIS, TO THE
CONTRACTOR ANC SMALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
tALL COSTS FOP THE WNTMCTOR'S SURVEYING SMALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND
ND FUFTHEP GOHPENSAT10h WILL BE MAOE, UNLESS A 6IC ITEM FOP GUAVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF
PRICES.
1-06 5SE1 CONTRACTOR PNOVIDEDgllC'T TON SLAKING ]NEW SECTION]
WHERE THE CONTRACTOR IS REOUIR® TO PROVIDE CONSTRUCTION STAKING HE SHALL BE PEE' 'NSIBLE FOR SECURING THE
SERVICES OF A PROFESSIONAL LAW SURVEYOR WHO SMALL PROVIDE ALL SURVEY STAIN; NEEDED IN CONJUNCTION WITH THE
PROTECT. THIS STAKING SMALL CONSIST OF, BUT NOT BE LIMITED TOt
ROADWAY CENTERLINE SANI-APY SEWER
SLOPE STAKING FIR' HYDRANTS
CUPBE. AID CIRTERS STREET LIGHTING
PAD/MS AID PAYING UNDEPGROUNDING POWER S TELEPHONE
TELNETRY TRAFFIC SIGNAL SYSTEM
STORM DNA IN SYSTEM PSPGL CO. S P.M.W.B. VAULTS
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SMALL PROVICF ALL
REPLACEMENT SIAKING OR RESTAKING NEEDED. THE CITY WILL Pi0V1DE THE CONTRAROR'S SURVETOP WITH THE NCFIZONTAL
AND VERTICAL CONTROL NEEDED TD PEFFOPP THE CONSTRUCTION STAKING.
1 &PPLEMEMAL 7PECIFIUTIOIE EVIOS,iQ/B51 PAGE 5
' 1-06 5[El CONTINUED
TK_ CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AID A SET OF THE FIELD NOTES WHICH SHALL
' CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPS'...tNEWTS CONSTRUCT® UNDER THIS CONTRACT. THESF NOTES SMALL CONTAIN
AS A MINIMUM THE CENTER LIME STATION AND OFF SET AID CUT TO EACH TEE, VALVE, BEND, HYDRANT. NANNDLE. CULVERT,
CATCH BASIN, INLETS. CLFANOVTS, SIDESEWER, WATER WERVICE, CURB, GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN
' ALIGUHEM DP GRADE AS MAY BE NEEDED 70 DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SMALL
BE KEPT IRA A HARD COVERED FIELD BOGK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY OH RCLUEGT.
THE LUMP SUM UNIT PRICE FOP CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOP ALL SURVEYING NEEDED TO CONSTRUCT
' THE IMPROVEMENTS TO THE LINE AK GRADE PER THE APPROVED PLANS, AID TO PROVIDE THE REQUIRED CONLSTRUCTION AND
AS-CCN6 KCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS STEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY
ESTIMATES BASED UPON )IOW COMPLETED AS DETERMINED BY THE ENGINEER.
1-05.3111 SUBMITTALS [NEW SECTION)
THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL ORAWI466, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES.
SAMPLES, TESTS, METHOD, SCHEDULES. AID MANUACTURER'S INSTRUCTION$ AS REQUIRED TO DEMONSTRATE FULLY THAT THE
MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AID INTENT OF THE.
SPECIFICATIONS AM DRAWINGS. IF THE INFORMATION SHOWS AM DEVIATION FROM THE CONTRACT REQUIREMENTS. THE
CONTRACTOR SMALL, BY A STATEMENT IN WRITING ACCOMPANYING THE IMFOMATION, ADVISE THE ENGINEER OF THE DEVIATION
AM STATE THE REASONS THEREFORE.
' 1-05.W FINAL ACCEPTANCE [REPLACEMENT SECT ON
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN 'WRITING OF THE COMPLETION OF THE NOW WHEREUPON THE ENGINEER WILL
' PROMPTLY, 81 PERSONAL INSPECTION, SATISFY HIMILF AS 70 THE ACT JAL COMPLETION OF THE WOK IRA ACCORDANCE WITH THE
TERM$ OF THE CONTRACT. AM SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WOW I6 ACCEPTABLE. FINAL
BETER4IM1TICN OF THE ACCEPTABILITY OF THE WOLF SMALL BE MADE BY THE OWNER, ACCEPTANCE BY THE CONTRACTOR OF
FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL APO FINAL PAYMENT FOR ALL WORK
UNDER THE CONTRACT, INCLUDING AM CLAIM FOR CHANGED CONDITIONS OP CHANGED WOW ORDERS OR EXTRA NOW, ,.AY OR
AM OTHER CAUSE FOR CLAIMS FOP ADDITIONAL COMPENSATION.
' 1-05.15 METHOD OF SERVICE OF NOTICE IREFLACENEM SECTION]
)MITTEN NOTICE SHALL BE DEEMS TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL. OR TO A
PARTNER OF THE FIRM, OF TO AN OFFICER OF THE CORPORATIC'N OP OWNER OF TO THE CITY CLEW., OR IF SENT BY REGISTERED
UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN T,.c COMPACT DOCUMENTS.
1_-05 16 ERRORS Aft OMISSION, .NEW SECTION)
' IF THE CONTRACTOR. IN THE COURSE OF HIS WOW. BECOMES AWARE OF AM ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS
OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS. OF IF HE BECOMES AWARE OF AM DISCREPANCY BETWEEN
1 THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE INGI WEEP.
THE ENGINEER, IF HE DEEMS IT NECESSARY. SHALL RECTIFY THE MATTER AM MVISE THE CONTRACTOR ACCORCINGLY. AM
NOW DONE AFTER SUCH DISCOVER, UNTIL AUTHORIZED. WILL BE DONE AT THE CONTRACTOR'S RISK.
BlLTION 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
t1-07.4 SANITATION ;ADDITIONAL SEC710NI
ALL EXPENSES INCURRED IN SUPPLYING ACCESS. PAWING. . SANITATION FACILITIES SMALL BE CONSIDERED INCICENTAL TO
' THE PROJECT ANC NO COMPENSATION SHALL 8E MADE.
' SUPPLEMENTAL SPECIFICATIONS REV[OSf1C'351 PAGE 6
1-07.7 LOAD jLLUTS taEPLAGFMEHT 6EL7]DN
ALL MOTOII VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AM SUPPLIERS SHALT STRICTLY ADHERE TO CH. AB." OF THE
MOTOR VEHICLE LAMS OF THE STATE OF MSHIMBTON IL96Z EDITION AM AMENDMENTS iHEFIEOFI IN REGARD TO SIZE, WEICIWT,
AM LOADS OF MOTOR VEHICLES.
' PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL "EIGHT FOP WHICH THE VEHICLE
IS LICENSED.
ANY VIOLATION OF THESE REGULATIONS STALL BE REPORTED TO THE AFFECTED UM ENFORCEMENT AGENT,
1 THE CONTRACTOR 15 TO FURNISH TO THE PUBLIC WOWS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT,
LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AM LICENSED LOAD LIMITS.
1-CT.9 WAGES (REPLACEMENT SECTIOMJ
O THIS CONTRACT IS SUBJECT TO CMPTEP 39.12 RUN, AMC AMENDMENTS AMC ADDITIONS THERETC RELATING TO MINIMUM WAGES.
ON FEDERAL AID PROJECTS, FEDERAL WAGE LAMS AM REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF BASES
AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT, WHEN FEDERAL WAGE RATES AM FRINGE BEWITE ARE LISTED, THEY ARE
IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION WINGER M 93-5110,
THE CONTRACTOR, ANY SIIBCONTMCTDR, OR OTHER P SON DOING THE WORK OR ANY PART OF IT SMALL NOT PAY ANY WOIEMEM,
UGOREBS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM PATES OF MESS SHOWN IN THE GOIORACT, RAGES IN
' IXCE55 U SUCH HOURLY PATES HAY BE PAID. IN ADD-TION TO THE WAGE PATE DESIGNATED, THE EMPLOYER SMLL CONTRIBUTE
FOP EACH COIPENSABLE HOUF THE FRINGE BENEFITS LISTED, 17 IS SPECIFICALLY UNDEPSTOGO AM AIRS® THAT THE MADE
PATES AM FRINGE BENEFITS FOR THUS CONTRACT ARE SUBJECT TO CMN(ES, TRAY THE BIOOER A(TFPO FULL RESPoNSIBI_ITV
AM ASSUES THE RISK OF ANT INCPE"EO LABOR COST BY REASON OF PAYING HIGHER RATES THAN TMOSi SHOWN IRA TXE
' CONTRACT. THE CITY DOES NOT WAaPANT OP REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FPRTH OP
AS CHANGED, IT IS THE CONTRACTOR,, ,a "%IBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO
PAY,
THE CONTHACTOR SMALL POST. r A RA•ION ACUA•iM.- TO THE CITY AM LABOR AM INDUSTRIES, A COPY OF THE APPROVED
"STATEMENT CF INTENT TC LAY "' -AILTUG MAd', A Of Y OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE
CONTRACTOR MS INDICATED , ARgWN;ERATF NAUEP F *WERF IN EACH CLASSIFICATION; AM THE ADDRESS AMC TELEPHONE
NUMBER OF THE INDWTRII, N'A',I,,.ICI.N CF •IN ?STAR,►ENT IF LABOR AM IND RIES MERE A COMPLAINT OP INOUIMY'
CONCERNING PREVAILING W,0 MY BC %ME, UST
MIN PROJECTS SCVERNE BY RALT: RATES L':�Iw.APR BV ,HF LTA'( OF WASHINGTON DEPARTMENT GF LABOR AND INDUSTRIES AND
BY THE U. S. SECRETAPY OF JW- IF TMEWE IS A 'Ffn,CE BETWEEN THE TWO 1N THE PREVAILING PATE OF MAGE FOP A
SIMILAR CLASSIFICATION Of LARD- THE C(WTMAL,`E, ALL rAY NOT LESS THAN THE RAGE IMICH IS THE HIGHER OF THE TWO.
IF THE CONTRACTOR WES 116E OF APPREM,I;ES ON PROJECTS GOVERNED BY RAGE PATES DETERMINED BY THE STATE DEPARTMENT
OF LABOR AMC INDUSTRIES, HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES Ih
A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AM THE PERIOD OF PROEMESSION FOR EACH SUCH APPRENTICE
1 EMPLOYEE,
IF THE CONTPACTOP MAKES USE OF APPRENTICES ON PROJECTS GOVERNF BY WAGE PATES DETERMINED BY THE U. S. SECRETAPY
OF LAGOF, HE SMALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGPAM OF A
STATE APPRENTICESHIP AM TRAINING AGENCY APPROVED AM RECOGNIZED IN THE U. S. BUREAU OF APPRENTICESHIP AND
TRAINING. IN THE ABSENCE OF SUCH A 57ATE AGENCY, THE CONTRACTOR SMALL SUBMIT EVIDENCE OF APPAOVAL AM
' REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AM TRAINING.
SUPPLEMENTAL SPE_IFICATIOW REVIOS/la/951 PAGE 7
' 1-07.0 CONTINUE
THE CONTRACTOR SMALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOUPNEINAN RATIM AND
' PAGE PATES IN THE PROJECT AREA, WHICH WILL BE THE NS1S FOR ESTABLISHING E'CH RATIOS AID PATES FOR THE PROJECT
UDER THE APPLICABLE CONTRACT PROVISIONS.
' IF ANY DIBPIITE ARISES AS TO WHAT ARE THE PREVAILING PATES OF RAGES FOP W01" OF PA A SIMILAR T URE TO THAT
CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR
AND PWAGEMEN. REPRESENTATIVE'S. THE MATTER SMALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AMC
INDUSTRIES OF THE STATE OF WASHIMC'ON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING PAGES
1 ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SMALL BE FINAL. CONCLUSIVE AMC BINDING ON ALL
PARTIES INVOLVED IN THE DISPUTE.
' IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION ACT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SMALL
REQUEST THE DETERMINATION OF THE APPROPRIATE PAGE PATE FOR THE CLASSIFICATION AND FOP THE AREA IN WHICH WOMB IS
PERFORMED. FROM THE INDUSTRIAL STATISTICIAN OF THE DEPAMMLNT OF LABOR AND IND STPIES
ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHAII FURNISH WEEKLY PAYROLL STATEMENTS TO THE
ENGINEER. IF WEEKLY STATEMENTS ARE MCAT Uf:LI ZFD THE COMRACTCP SHALL FUPNSSN A CEMSFICATIDN, PRI DP TO FACt',
PROCESS ESTIMATE PAYMENT, CONFIRMING THAT PREVAILING PAGE RATES HAVE BEEN PAID.
!, IF THE CONTRACTOR UTILIZES THE OCCUPATION OWE WHEN SUBMITTING PAYROLLS AND PAGE AFFIDAVITS, AMC MORE THAN ONE
JURISDICTIONAL AREA 16 INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SNOOK IMMEDIATELY
FOLLOWING THE OCCUPATION CODE NUMBER, I.E.1 10-0010 YAK.E.
THE COMPACTOR'S RECORDS PERTAINING TO PAGES PAID AID PAYROLLS SHALL BE OPcN TO IMSPEDTICN OR AUDIT BY
REPRESENTATIVES OF THE CITY DUPING THE LIFE OF THE COMPACT ANC FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS
' AFTER THE DATE OF ACCEPTANCE THEREOF, APO THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOP THAT PERIOD. WHERE SMH
RECORDS PERTAINING IC PAGES PAID AM PAYROLLS FOR THE COMPACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE
CONTRACTOR. THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN
' TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AM COUDITIONS AS THE RECORDS OF THE
CONTRACTOR, IF AN AUDIT 1S I' BE COMMENCED MORE THAN SIXTY 160) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT,
THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN,
' BEFORE PAYMENT IS RACE BY THE CITY OF AM SUMS DUE UNDER THIS CONTRACT. THE CITY MIDST RECEIVE FROM THE
CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF 'STATEMENT OF INTENT TO PAY PREVAILING PAGES" [FORM L S I NUMBER
700-29 PASHIMGTDN STATE DEPARTMENT OF LABOR AM IRDUSTRIESI.
UP3N CC, LF.TION OF THIS CONTRACT, THE CITY MIDST RECEIVE FROM THE CONTRACTOR AM EACH SUBCONTRACTOR A COPY OF
"AFFIDAVIT OF PAGES PAID" (FORM L 6 I NUMBER 700-7 STATE DEPARTMENT OF LABOF AID INDUSTRIES) CERMIFYINC TIAT
' ALL PREVAILING RAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION. THE CITY MUST RECEIVE FROM THE PRIME
CONTRACTOR A COPY OF 'RELEASE FOR THE PROTECTION OF PROPERTY SUERS APO GENERAL CONTRACTOR" (FORM L 6 I AMBER
IM16003 THE STATE DEPARTMENT OF LABOR AND 110UCTRIES). THESE AFFIDAVITS WILL BE RECLINED WORE AM FUNDS
t RETAINED. ACCORDING TO THE PROVISIONS OF NOW 50.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED
FROM THE DEPARTMENT OF LAMP AND INDUSTRIES.
SUPPLEMENTAL SPECIFICATIONS REVIDS/10/651 PAGE 6
' 1-0].BiNTIN�
AA FEf .PEP EACH •STATFMEM OF
1
t TD ACLOMPA"' GCH RF � —M T IF
C PAT FgfVa ILI IN' i1GE"' AM AFF
PAVNI ff 6 ITT® TC THE
OEPAR'MENT TNESE FEES AM 6RALl NNfE ALL APPLIGTf ON6 DIRECTLY TO TNE OEPARTMEM OF 4- BpF A IPA CL'FH BOP AM IND PIEb TXE ONTRACT R S PoMS:B FCP
FEES�� BE I CICEMAL TC A
— _11.T_N_E BI0 ITEMS i TX=tt�,�a FIR_ mm
IN M07TI ON, THE PRIME CONTRACTOR SMALL SUBMIT TO THE MSN`MTpN STATE DEPARTMENT OF
•RELINED FOP RELEASE-
ANYF FORM PROVIDED Br THE DEPARTMENT LABOR AM INDUSTRIES. THESE RECLINED BEFORE AM F RTMENT OF LAROP AM INDUSTRIES A
' FUNDS RETAINED ACCOMING TO THE PROVISION AFFIDAVITS WILL BE
OF RCM 60.28,010 ARE RELEASED TO THE COMRI 1 7 11 6'JBCDMR.L^TIM JADC TIO 1 CTOR,
H
BEFORE RAVNENT OF THE FINAL ESTIMATE. THE CONTRACTOP SHALL SUBMIT
AFFIDAVIT OF AMCMTS PAID TO MINORITY BUSINESS ENTERPRISE AM/OP M:MEN
t 'OR" PROVIDED BY THE CITY: CF RTIFYING THE AMUMb PAID TO MI PARITY
ENTERPRISE PARTICIPANTS BUS INEEb ENTERPRISE PARTICIPANTS BU ON THE BUSINESS EMERPf.SE AM/OR AMEN BUSINESS
1-01111101 RECORD
' ---'�"��-RTSlW-I ^EMEND ECT ON
THE COMRACTOP FILL BE REGUIREC TO COEFLETE AND SUBMIT THE FOLLOCM DOCUM
PAYMENTS TO THE MN7RACTCR WII L BE App p
ACYFC BY THE PUBLIC RFS DIRECTOR:
ENT6 BEFORE PROGRESS AM/OP FINAL
' 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257
' E. EACH JULY - STATE HIGHWAY FORM PR-1381
THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CCNTRAETCR DUPING THE PRECDNETRUCTIOM NEc RIM,
' AN REAL EMPLOYMENT OPPORTUNITY REPORT CERTIFI(TE SHALL BE EXECUTED BY THE BIDDER WITH HIS BID
PROJECT AND WHICH COMES WI`NiN THE PROVISOS OF THE EGWI EMPLOYMENT OFPOMUNITY NE
OF
LABOR A6 RFYI6ED PAY 21, 1968, THE FOND OF PROPOSAL OM THIS
PROPOSAL. WHICH CERTIFICATE WILL BEE RUONTRACT R TM SEDHEIAM 1 THE COMPACTOR WILL NEED As To WHETHER
TO THE CONTRACTOR
PARTNERSHIP, OR CORPORATION HAS TO COMPLETE, STATING OCIA ONE
OPPDFTUMIry PARTICIPATED IN AM PIEVIOIb CONTRACTSTC WNETNER NE• HIS FI IPA.
CLAUSE AM IF OR SUBCONTRACTS TO THATION.
REpuI DEMENTS. �• METIER OF MT M HAS SUBMITTED ALL REPORTS DUE UMEEJAPPLICAB THE EGWI
LE FILING
FAILURE ON THE PART O THE BIDDER TO FURNISH THE REouIPED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION O IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATETHE BID,
. AM THE COMRACipp p�MO DTMEPII
CONTRACTOR BALL PAVE 10 DAYS AFTER NOTICE By THE DIREC70p tf
ITN BE VIDE T THE CONTRACT, THE
CONTRACTOR REFUSES OR FAILI WITNIN THAT TIME TO PUBLIC HEMAS TO PROVIDE THE SAE,
BOND. CHECK. OR
CASH WHICH ACCOMPANIED THE BID, WILL FORFEITEDFTO THE CITY.ICATE, THEM TNE PROPot>AL GUARANTEE. IN FORM OF
REAR
NEVISIO A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF AM COMPACT
PROVISIONS OP TEE EOWL OPPORTUNITY REGULATIONS OF THE SECRETARY ff
TNIa U'EMIFIGTION F � SUCH LGNT�T COMES WITHIN THE
EOM HIS "PUPOSED SUBCONTRACTOR AM FOWA TOGETH R WITH MAY 21. 1968, ME 6NAll ORTA:N
WILL NE APPROVED BEFORE RECEIPT O' SUCH CERTIFICATION FROM THE SUIT TOBET OR WITH SUCH REQUEST, p SUBCONTRACT
FOR THIS BCCNTPACTOP.
S PUMPOSE. CERTIFICATION FORME MAY
BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TC THIS PROECT,
1-0] 13 CONTRACTOR'S RESPo NS'SI ITY FOF pq RCP CENEM 6f T' C ION
THE WCN SMALL BE UNDER THE CCMRACTOR.S RESPONSIBLE CARE
OAP AGE WHATSOEVER AM FROM WHATSOEVER CUAll6E, AM CRARLE. THE CORD
ON LF TC THE RIB DUPING THE FULFILLMENT O THE CONTRACT,
G CONTRACTOR SPAU BGF ALL LOSS AM
CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR
61PP:B MENTAL MPE:'F;GTIONS REVIDS/1O/SE';
bD:.Y wF iNLkL
IF AM SUCH LOW OR DAMSE OCCUAS, THE CONTRACTOR SHALL 1MEDIATELY WE GOOD AM SUCH LOSS OR DAMGT, AND IN
1 THE EVENT 1F THE COMPACTOR REFUSING OR NEGLECTING TO DC 90. THE OWNER MY ITSELF OR SY Tot EPPLDYNENT 6 S1WE
OTHER PERSON WE GOOD AM SILH LOSE OR DAMEE, AIL The. COST AND IXPENSE OF 60 DCIHF SHALL BE CMRSEC TO THE
COIRTPACTOA,
' THP COMRAC-UP ALONE SHALL AT ALL TINES E RESPONSIBLE FOR THE SAFETY OF His N2 HIS SI6CpRgtROP'S EWLOTEES�
AMC FDA HIS AND HIS SUBCONTRACTOR'S PUPA ANC EQ-'IPMEM AND THE METHOD OF PROSECUTING THE VOW.
1 DURING UFAVORABLE WE.TNEP AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE NUR AS
SMLL NOT E DAMSEL TNEPESr.
NO PORTION OF THE WORK WHOSE SATISFACTORY "Lin OF EFFICIENCY WILL E AGFLLRFS BY NFAVORABLE Cw:TICNE. SHALL
E CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS 0V SPECIAL MUMS OF PECA010K ACEEP7ABLE TC THE ENGINEFH,
THE CONTRACTOR SHALL E ABLE TO OVERCOME THEN.
J "7 to RESPONSIBILITY FDA OAMEE IAOC'TIDML EC' N'
THE COMPACTOR SHALL E RESPONSIBLE FOP CONTROLLING DUST APO NAC WITHIN THE PROJECT L1N1T6 AK ON AM STREET
t MACH IS UTILIZED BY HIS EQUIPMENT FOP THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL E PREPARE TO USE
MTEAING TRICKS, POWER SWEEPERS. AND OTHER PIECES OF EQUIPMENT AS DEEMED ECESSAfi C THE ENGINEER, TC AVOID
CEATIHE A MUISAEE.
' OUST AK PRO CONTROL SHALL SE COMIDEET AS INCIDENTAL TO THE PROJECT, AND NO COWEMATION WILL E MACE FOR THIS
SECTION.
CONFLAINTS IF OUST, WIC, OR U60WE PRACTICES AND/OR PROPERTY DANAE TC PRIVATE OWNERSHIP WILL E TRANSMITTED TO
THE CONTRACTOR AND PRONFT ACTION IN CORRECTING WILL E REQUIRE BY THE CONTRACTOR.
' 1-i.16 PACTEC ICN AND RESTORATION OF PROPERTY [AEPUCEPEM SECTION!
THE OWNER WILL OPTAIN ALL EASENEMS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTWTOF EMLL LINT HIS
OPERATION TO THE AREAS OBTAINED AID SHALL NOT TRESPASS ON PRIVATE PROPERTY.
TNE DOER MY PROVIDE CERTAIN LANDS, AS INDICATED IN CONEC710N VITO THE ICE UNDER THE CONTRA'T TOGETHER WITH
THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SHALL ACT UNREASONABLY ENCUMBER THE PENISES WITH HIS
1 EDUIREM 0. MTERIALS.
TNE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, AM ADDITIONAL LAND AID ACCESS TNERETC HOT SHOWN
' OR DESCRIBE THAT MY E REQUIRED FOR TEPPORAM CONSTRUCTION FACILITIES OR STOPAC# OF MTERIALS. HE SHALL
CONSTRUCT ALL ACCESS ROADS, DETOUR PAWS, OR OTHER TENFORAPY WORK AS REQUIRED BY HIS OPERATIONS. Tit CONTRACTOR
SHALL CONFINE HIS EQU'IPEM, STORAGE OF MTERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AM
DESCRIBE AND SUCH ADDITIONAL AREAS AS E MY PROVIDE,
A. 6ENERA . ALL CONSTRUCTION WOE UNDER THIS CONTRACT ON EAS MEN£, AIG!EES-6-MT, OVER PRIVATE PROPERTY OR
FRANCHISE, SHALL E CONFINED TO Tit UNITS OF SUCH EA5ENEMS, RIGHT-,,-NAY OR FRANCHISE. ALL NDRE SHALT. E
' ACCONPLISHED SO AS TO CAUSE TOW LEAST NOUET E DISTURBANCE AND A MINION AMUNT OF DANAGE. THE CONMCTCR
SHALL SCHEDULE HIS VOW SC THAT TENCHES ACROSS EASEMENTS SHALL NUT SE LEFT OPEN DURING WEEFEMS OF HOLIDAYS AND
TRENCHES SHALL NOT E OPEN FOP MORE THAN AN HOURS.
' B. 6TPICTUES. TNE COMPACTOR SHALL PENCHI SUCH EXISTING STRUCTURES AS MY E NECESSARY FOP THE PERFORMANCE IT
THE WORK AID, IF REOUIREC, SHALL E9U1,_ THE STRUMURES THUS ROIOVEC IN AS GOOD A ONDITION A£ FOUND. HE SHALL
ALSO REPAIR ALL EXISTING 51RCTUE6 WHICH MY E DAMSEL: AS A RESULT OF THE NEW UNDER THIS COMPACT.
SUPPLEMEM..L SPECIFICATIONS REVOE/1O/851 PAGE U
1-07.t6�1,^,NTI MSS
C. CEMENT
IMP ARGS RM
:^1";.. AK U1ER SURFACE ---�.�5 SIRY'c rror..
IMPROVEMENTS WHICH ARE DAMAGED ALL CULTIVATED ALAS, F21HEP AGPICULTIIRAL OR
AS POSSIBLE TO THEIR ORIGINAL COMITIDH, BY ACTIONS ff THE CM.,—.Tap SWL' OF RESTORE:, AS NFApIr
' P1ICR TO IXGVATADN ON EASEMENT OR PRIVATE RIGHT TIE CONTRACTOR SHALL STRIP TOP SDIL FROM
DR CONSTRUCTION AREA AK STOIILPILE IT IN SUCH A YAMMER TOOT IT NAY K REPLACED h
CONSTRUCTION, ORNAMENTAL TREES AND SHW HIM, LPoN CONPLETTM TRENCH
WW1PP® IN "LAP ABC RE 1'�M SMALL BE GRETULLY PERCH) WITH THE EARTH S'AROUK ING THEIR ROOTS
Oa DANASEJ:. SMALL SP PUNTED IN. THEIR OPIGINAL WISITIONS WITHIN A8 HOURS. ALL SMR.lNEPY P
G➢L`CED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUA 0 TREES OESTRCYED
IN. IN THE EVENT TIT IT IS NECESSARY TC TRENCH THROUGH ANY QUALITY AT MC ADDITIONAL COST TO THE
OWNER ANS REPLACED AFTER THE TRENCHES HAVE LAWN.AREA, TIE SOG SHALL GPEPULLY
1 OMER NEAM6, OF ALL EARTH AND DEBRIS. !EN BAO FIti THE LAWN AREA RW �T AK
LL � CLEARED T SVEFFING OR
THE CD`YRACTDP SILL USE PUE, KNEEL EOUIFNENT SIMILAR TO THE SMALL TRACTON-TYpE BX NCE6
' A1EaS�TALLORS FFOR ALLA1 NOW. INCLUDING OT.AUTION AM BACRFILL, ON EASEMENTS CR RIGRT H6FD BY
SHOE SAVER
IMMEDIATELY BmtEbr OH OTHEP TEIPoMM 6-ff'E4Ar WNI[H HAVE Uln;EL REPLACED, AFTER THE TRENCH 15 MCKFILLSD, ZN TKIP ORIGINAL li BE KIOYE By THE CONTRACTOR AM
THE OWNER AK PROPERTY OWNER AT LEAST is HOIM6 IN ADVANCE OF PDSIIIDN. T
ANY NCAR DOE ON ME n RIGHT,TORCp'Ay.
S` . . NCTIFr
DAMAGE TO IXISTIMG STRIA.T EASEMENTS OR RI6M�rOF-WAY,
CONSTRUCTION UWS OUTSIDE OP EASEyEl AKAV THAT HAY RESULT FROM DENATERING ANa/OP
ACTT'-7 UNDER THIS CONTRACT SHALL K `TESTDR® TO 'i HEIR ORIGINAL CCMII'ION DR SETTER. THE OFI GI NAL
CONDITION SILL IN d.ABL1SH® M HE OF
SILL BE OF TAKEN AND/OR INSPECTION AAAOE PRIOR TO CONSTRUCTION. A
DONE TC THE GATiSPACTION ff THE PROPERTY OWNERS AND THE OWNER AT THE
ALL 6UCF WORE
D• STPEF'S THE CON E%PEM6f OF THE COMpACTOF.
RACTOF WILL ASSUME All 1TWAELIE WAYS) 1S® BY HIM IF ONRUSH, RESPONSIBILITY Iw RES
TORATION OF THE SURFACE OF ALL STRk ETS
IN THE EVENT THE CONTRACTOR DOES HOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TC NAPE
TIE CDNFWCTCP SILL SO INFORM THE OMER. THE OWNER WILL MARE THE NECEB6APy
REPAIRS SILL ff P IEHESCOST RESALE,
PAID By THE CONTRACTOR, REPAIRS AM THE COST OF SUCH
"7,17 UTILITIES AM FIMIUF F ACILI TIE ADOIT ON1L BECTIDNI
LOCATION AND DIMENSIONS END" ON THE RUMS FOR EXISTING AVAILABLE IWOUNT70N W1IHOUT URCOYPLAN A ff8 HOT GUARANTEE THE SIRE AM
UKERGPWNC FACILITIES ARE 1N PCCOFOANCE
EXISTING kACI;.ITIE6. M MEASURING. THE OWNER D BC THE BEET
LLUTfON OF
Il SHALL SE THE COMRACTOR,S RESPONSIBILITY TO CONTACT ALL PUBLIC AM' PRIVATE COMPANIES HAVING UTILITIES AK/OP FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA,
1 CALL MORE YOU DIS
! THE 40 NOUN LDGTOM
T'EO0'Q4-6w
IF, IN THE PRO6EC010N OF THE KIN, IT BECOMES NECESSARY TO INTERRUPT IX16TI NG SURFACE
' UNCENORAINS, CONDUIT, UTILITIES, SIMILAR UHDERGROUM 6TptCTIBES, Op pAME THEREOF. T
RESPONSIBLE FOP. AID CO CONTRACTOR
SEVERS.
SHALL TARE all NECESSARY pFMCWT IONS TD PROTECT HE CONTRACTOR GILL .BE
AM PROVIDE TFAPORAHY SERVICES FOF RAKE.
SUPPLEMENTAL SPECIFIGTIONE REVIOT✓1y B5'
PAGE 11
y
1 1-07.17 CONTINUED
THE CONTRACTOR SHALL, AT HIS Oft EXPEMSF, R®A" ALL DAMAGE TO SUCH FACILITIES DP STRUCTURES DUE TO THIS
>� CONETRUC'TIGN OPERATION TO THE SATISFACTION OF THE LILT EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED
Bt THE UTILITY DEPARTME:i AT CONTRACTOR'S DO?EMSE, OR BY TPE CONTFCIM AS DIRECTED BY THE CITY.
' 1-0I 1 PUBLIC LIAdl]STY AMC ROMERTY DAMAEF !REPLACEMENT SECTION]
THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS:
' THE AMOUNT OF LOVERAGE SMALL SE NCT LESS THAN A SINGLE LIMIT OF 9500,000 FM Um ILY INJURY INCLU D..G DEATH ANC
PROPERTY DAMAGE PEP OCCURRENCE. .H ADDITION. AN UMBRELLA INSURANCE COVERAGE SP NOT LESS THAN 55.000,00O SHALL
E PROVIDED. WITH THE OWNER AND ENGINEER ADDITIONAL NAMED INSUREDS. THESE LIMITS SHALL APPLY TO CGHPREHENSIVE
GENERAL LIABILITY INSURANCE AMC VEHICLE LIABILITY INSURANCE.
THE CONTRACTOR SHALL FUM15H THE CITY WITH SATISFACTORY PROOF OF CARRIAGE OF THE INSURANCE RECLIRED.
1-07 Z3I11 PUBLIC CONVENE ENCE AMC SAFETY IADD'TIOLAL SECTIDNI
THE COMTRACTOP SMALL ND71FY BY NAIL ALL PROPERTY OWNERS OLDNG THE COHS;PUCTION AREA, BY MAIL. PRIOR TC
' CONSTRUCTION. THE CCNTRAL'MA SNAIL 40TIFY MALL LOCAL POLICE, TRANSIT, AMC FIRE DEPARTMENTS BY MAIL PRIOR TO
CONSTRUCTION. NAMES AMC ADDRE'SES WILL E FUiNI61® BY THE OWNER. THE COWRACTCR BALL FURTHER MOTIGl EACH
OCCUPANT IN PERSON A MINIMM OF ';HEE DAYS PROP TD CONSTRUCTION 1N FRONT OF EACH PROPERTY.
1-07.23[31 FLAGMEN %FFILADEG AMC SIGNS (REPLACEMENT SECTION1
FLAGMEN. BARRICADES. SIGNS AMC TRAFFIC CCNTRDL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE
LATEST ADOPTED EDITION OF THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEV,L'S'. PUBLISHED BY THE U. S. DEPARTMENT SP
TRANSPORTATION.,
COPIES BAY E PURCHASED FROM THE SLPERINTEMDENT OF DOCUMENTS, U. S. GOVERMENT PRINTING -ICE, WASHINGTON.
D.L.. BUBB. THE CONTRACTOR SMALL IMPLEMENT TIME TRAFFIC CONTROL PLANES] APPEASING IN THE C64WT PUNS. AS
APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS 19 IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PUN, HE
' MAY PROPOSE MCIFICJTION SP THE TRAFFIC CONTROL PLAN M :"OWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES
REOUIREF FOR THE PROJECT. AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE IF THE TIME
THE SIGNS AND BARRICADE:; WILL BE REQUIRED.
IRA =WFACTOP SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES. SBAROS, FLAGMEN , ANC EQUIPMENT.
CONSTRUCTION %^-INGS, AMC NIGR LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS OF RESULT E
HIS OPERATIONS (SET M,U.T.L.^..!. IF THE CDNTRACTOR SHOULD FAIL TO MAINTAIN EFFICIENT LIGHTS AMC BARRICADES. IN
THE OPINION E THE ENGINEER, THE CITY SMALL PAVE THE RISFY TO PROVIDE THEM LIGHTS AND BARRICADES AND DEDUCT
SUCH COSTS FROM PAYMENTS DUE THE CDNTMCTOI. LION -HALL E RESTRUCTURED. THE ORDER OF WOW "WIFTM. THE HOURS
CF FORT MODIFIED OR THE WOW MALT 7) ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A
COURSE M COURSES OF ACTION NECESSARY TO PROTECT TIME PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE
ALL SIGNS REMOVED SHALL E SALVAGED AMC OELIVERED TO THE CITY YARD,
ALL COSTS IN CONNECTION WITH THE PROTECTION ANC MVENENT OF VEHICULAR AMC PEDESTRIAN TRAFFIC SW.LL BE CONSIDERED
INCIDENTAL TO THE WOW INVOLVED OR SHALL E INCLUDED IN THE LIMP SW PRICE ITEM 'TRAFFIC CONTROL' IF SUCH AN
ITEM 15 INCLUDE IN THE PROJECT,
TRAFFIC VAWMEN: SHALL HEREIN E DEFINED AS APPLYING TO BOTP VEHICULAR AMC PEDESTRIAN TRAFFIC, THE ENGINEER
SMALL E THE CITY OF ENTON PUBLIC LORDS DIRECTOR OR HIS DULY AUTHORIZED REPRESENTATIVE [I.A. PROJECT ENGINEEP,
INSPECTOR] AS USED THROUGHOUT THIS SPECIFICATION.
61PPLEMENTAL SPECIFICATIONS REV(06/1C/851 PAGE 12
THE FOLLOWING IS A SUHNARY O REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL OPERATIONS ON THIS PROJECT, BUT
DOES 4DI LIMIT DP SLPENSFDF OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS:
1, THE 'NAMIML ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND' HIS HNMYS'. AS WELL AS THE FERAL HIGHWAY ADMt NISTRATION IFHWAI 'TRAFFIC CONTROL IN CONSTRUCTION AW MAIMt MANGE WON IDIES'TECHNISAL IEPOPI MAY 19,7.
SMALL BE US' 'S A GUIDELINE FOR THUS PROJECT,
2, AT THE PRDJECG PRE- CONSTRUCTION CDKEPENCE THE CONTRACTOR SMALL DISCUSS HIS TRAFFIC CONTROL PAN AID
DESIGNATE THE PERSON K-SpONSIBLE FOR TRAFFIC CONTROL AT THE WDFW SITE, THE TOP SHALL INCLODE DESCRIPTIONS
OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USE, BY THE PRIME CONTRACT R/SIIB-CONTRACTDRE AM WILL BE
SUBJECT TO REVICW AND APPROVAL BY THE ENGINEER.
3. DURING ALL PHASES O CONSTRUCTION, TRAFFIC MOVEMENT SMALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLF AND
REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF MY LINE,
A. ALL TRAVE1-ED PORTIONS O ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAS TRAFFIC PERIODS. 6t3 BIDO " St00 P-M. OR AS APPROVED BY THE ENGINEER, 0 TO 8:30 A,M. AID
' S. ON DP BEFORE THE FIRST DAY O VOW AFFECTING TRAVELED ROADWAY. THE CONTRACTOR WILI BE REQUIRED TO HAVE THE
TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COMPLIANCE
' WITH MUTCD/FMWA STANDARDS. NO NOW SHALL BE DOME ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY S16N5
AND TRAFFIC CONTROL DEVICES ARE IN PLACE.
1, WORM SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER, THE CONTRACTOR WILL BE
REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO C:O;RECT CONDITIONS THAT APE UNSAFE OP CAUSING UNDUE DRAY
TO TRAFFIC MOVEMENT,
' 7. 1F THE CONTRACTOR FAILS TC TARE SUCH TIMELY AM APPROPRIATE CORPERIVE ACTION. T:E ENGI IEEP CAN M A STOP
TO FURTHER VOW UNTIL THE COIDITI0N6 ARE GOPPECTED. OR ORDER CORRECTIVE ALTIONS TO BE PERFORMED BY OTHERS
WITH ALL COSTS IMURRET, I4ERECF DEDUCTED FRDM PAYMENTS DUE DP COMING DUE THE CONTRACTOR.
tTHE COMPACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN. MRRIGO FS, LIGHTS AID SIGNS HE
FnR T
PROTECTION OF THE MW AID THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AID M;S SURETY GALL GA l3As FOR
INJURIES AID DAMAGES TO PERSONS AID PROPERTY SUFFERED BY REASON O THE CONTRACTOP`E OPERATIONS OR ANY NEGL.aWCE
IN CONNECTION THEREIN,
1-07,23161 OUST CONTROL IAD01T10NAL CTIONI
THE CONTRACTOR SHALL PROVIDE A MINIMUM 1.500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED
FOR STPEFT CLEANING. TPE STREETS SMALL BE CLEANEL O DUST AID DEBRIS AT THE END OF EACH WORKING DAY, IN
ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OP AS DIRECTED BY
' THE ENGINEER,
1-07 24 RIGHTS O WAY IADC`TIDML SECTIONI
THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION O ALL IMPROVEMENTS
LOCATED ON PRIVATE PROPERTY APO PAY ALL COSTS O THE SAME. COPIES O ALL EASEMENTS AND ACCESS PEMISSION WILL
BE PROVIDED TO THE CONTRACTOR, THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE
WITH THE TEW, AND CONDITIONS OF THE EASEMENTS AID FIGHT-O-ACCESS DOCUMENTS.
SIDPLIMEMAL SPECIFICATIONS REV1O6/10/85
PAGE 13
SECTION I-Sd PROSECUTION AND P7ONEiB
' 1-08.3 PROGRESS SCHEDULE 14EPLACFNENT SECT:ONI
IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE COM4ACT, AND BEFORE THE FIRST PAPT:AL PAYMENT IS MADE. THE
CONTRACTOR SMALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY TO THE
ENGINEER, 6MOVING THE PROPOSED DATES OF COMMENCEMENT AID ,:OK'_TION OF EACH F THE WARI.S PAY !TENS F WORK
REWIRED UNDER THE CONTRACT DOCUMENTS AMC THE ANTILiPATED AMOUNT F EACH MONTHLY PAYMENT THAT MILL BECOME DIE TO
THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE L ATRACTOP SNAIL ALSO FLWNISH PERIODIC ITEMIZED
' EST.NAIFS OF WORK DONE FOR THE PURPOSEOFMMAING PARTIAL PAYMENTS THEREON. THE LASTS tPLUYED IRA MOWING LP ANY
OF THESE 6CHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS F PARTIAL PAYMENTS AND WILL ACT &'. CONSIDERS:. AS
FIXING A MEIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT,
6HDJLD IT BECOME EVIDENT AT ANY TIME DUPING CONSTRUCTIDN THAT OPERATIONS WILL OR MAY FPLL BEHIND THE NCHEDULE F
THIS FIRST CRDGRAM, THE CONTRACTOR SHALL. UPON REQUEST, PPONPTLY SUBMIT REVISED SCHEDI'LES IN THE SAME FORM AS
SPECIFIED HEREIN. SETTING OUT FERATIDNS, METHODS. AMC EWIPMENT, ADDED LABOR FORGES OR WORKING SHIFTS. MIGHT
WDW, ETC., BY WHICH TIME LOSS WILL BE MADE IF, AND CONFER WITH THE ENGINEER IWRIL AN APPROVED MODIFICATION F
THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION F THE ACCEPTED SCHEDULE IS FOUND TO
CONFLICT WITH THE CONTRACT PROVISIONS, 17 SNtLL. UPOM REQUEST BE REVISED BY THE CONTRACTOR AND THE WOW SMALL BE
' PERFORMED IN COMPLOAMCE WITH THE CONTRACT PROVISIONS.
PAYMENTS F ANY FLMRHE' ESTIMATES TO THE CDNTPACTOR AFTER SUCH RED'-bT 16 MACE AID UNTIL AN APPROVED MODIFIED
SCHEDULE HAS BEEN PRE 'QED BY THE CONTRACTOR MY BE WITHHELD. EXeCUTIOM F THE WOK ACCORDING TO THE ACCEPTED
SCHEDULE O CONSTRUCTION OR APPAO T MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION F THE CONTRACT,
' 1_OB_311j PRF-CONSTRLCTIOM CC'FEAENCE IND 6'ECTICNY
PRIOR TO THE SA4T F CONSTRUCTION, THE COK-.WCTOA. ENGINEER, ALL SUBCONTRACTOR, UTILITY DEPARTMENT. MASI
PUBLIC LRILIT, COMPANIES. AND OTHER INTEEST0 OEP,RTMENTS SHALL ATTEND A PRFCONSIRUCTION CONFERENCE. WITH
' YIKE, PUCE, AID DATE TO BE DETERMINED AFTER AMAfi F THE CONTRACT. SUBSEOUENTLY, A REPRESENTATIVE (A THE
CONTRACTOR VILL ATTEND A WEEKLY COFEFJCE TO REVIEW PROFESS AM DISCUSS ANY PROBLEMS THAT MY BE :VCUFAM.
THE TIME, PLACE, AMC DATE TO BE ESTABL'.EHED AT TAIL PAE-CONSTRUCTION CONFERENCE.
' 1-06.4 PROSECUTION F W-AN LADCITIOML SECT10N1
THE CONTRACTOR SHALL. NC'TIFY THE CITY F RENTON AT LEAST MB HOURS PRIOR TC COWEM14G 6R. THE SAME
YCTIFICATIONS SHALL OF PROVIDES', TO A'.L EMERGENCY SERVICES BY DIALING 01- F" A PHONE WITH A RENTON DVCHANa
EL.EPNDNE MLMSEP AHD THE SCHOOL LISTFICT WHEN WORKING WITHIN A ROADWAY RIGHT-F—VAY, THE CONTRACTOR SHALL ALEC
NOTIFY PROPERTY OVHEPS ADJACENT TO THE CONSTRUCTIGN AREA, INDICATING THE DUU^ATION AID PECKER) TIME F ACCESS
' CLOSURE TO THEIR PROPERTY.
Y-OB.S TIME F CDW K TON !ADDITIONAL SECTION!
' MEPLACE PARAGRAPH 1 WITH
THE CONTRACT TIME SHALL START 1O DAYS FROr THE DATE F THE LETTER NOTIFYING THE CONTRACTOR TO
PPU:EFD. THE SPECIAL PROVISIONS VILL STATE THE COMPACT TIME IN WORKING DAYS. A WORKING DAY IS ANY
DAY NOT OTHERWISE CtSINED HEREIN AS A NON NERVING DAY, A NON WOWING DAY IS DEFINED AS A SATURDAY,
SUNRAY OR RECOGNIZED HOLIDAY OF A DAY ON Wl:CM THE CONTRACTOR IS SPECIFICALLY REWIRED BY ONE CONTRACT
TC SUSPEND COwTRlA mm
t
1
SUPPLEMENTAL FECFIL 'ONS PEVIOG/i O/BS PAGE 14
a
T-OB.d CONTINUE
ALL CffiNITIUUS OF RECOF:I:ZED MOUVA. ' IN THE STAHDAR' SPECIFICATIONS ARE DELETED AM VOI:. RELOGNIIFC HOLIDAY-
SMALL BE AS FOLLOWS:
NEW YEAR'S DAY, LINCOLN'S BIRTHDAY, WASHSHDTDM'S BIRTOAV, MEMORIAL DAY, JULY A, LAWS DAY, VETERANS
DAY, THANKSGIVING AID THE DAY FOLLOWING, AID T.HRISTNAS EYE AND CHRISTMAS DAY. THE DAY SUCRE
' CMMIS'MAS SHALL BE ♦ HOLIDAY WHEN CHRISTMAS DAY OCCURS OR A TUESDAY ON FRIDAY. THE DAY AFTER
CIFISTMAS SMALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A M]NDAY, WEDNESDAY, OR THRSDAY. WHEN
CHRISTMAS DAY OCCURS ON A SATURDAY. THE TWO PRECEDING WORKING DAYS SHALL OF OE.PIEC AS ELIDAYS.
WHEN CHA`SIAS DAY OCCURS \ SUIDAY, THE TWO WF914G DAYS FOLLOWING SHALL.BE OBSEPVED AS HOLIDAYS.
THE COMRALTDP IS EXPECTED TO DILIGENTLY PROSECUTE THE WORM TO COMPLETION IN ALL PARTS AND EGJIREMENTS. THE
PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN TE CALL FOR BIDS. PMOVID®, HOWEVER. THAT THE CITY SN.LL
HAVE THE RIGHT URON REQUEST OF THE PUBLIC WOWS DEPARTMENT, C'TY E RENTON- NA, TO EXTEND THE TIME OF CIIMPLETION
O SAID VOW. HO EXTENSION SMALL BE VALID URIFSS THE SAME BE IN WRITING AMC ACCOMPANIED BY THE WRITTEN CONSENT
TC SUCH EXTENSION BY THE SURETY OR TIE SON OF
TNP CONTRACTOR. TIME LOST IN REPLACING INPOPEF NOW OR
MA
TER4AL SMALL MOi FURNISH ANY GROUMS TO THE CDKTRACTOA FOP CLAIMING AN ATEMSIGN O TIME FOP THE COMPLETION
E THE W.W. AHD Sw LL NOT RELEASE TIE LANTRACYOR FROM DAMAGE OP LIABIUTIHE FOR FAILURE TO COMPLETE THE NOW
WITHIN THE TIME REQUIRED.
' 1-09 B LIDO CATFD DAFALES IADOITIOAL SECTIONI
THE LIQUIDATE'. DAMAGES 00 NOT INCLUDE, AMC ARE IN ADDITION TO. DAMAGES FROM COSTS FOP INSPECTION, SUPERVISION,
LEGAL OKPEISE, AMC CDURt COSTS INCURRED BEYOND CONTRACT COPLETION DATE. THE COST OF ADDITIONAL INSPECTION AHD
SUPERVISION SHA-L E AN AMOUNT EQUAL TO ACTUAL BAUM COST PLUS IOC PERCENT F; OVERHEAD,
1-06 11 CVERTIME A7R 61 01MER EMPLOYEES IADDITIOA
WHLM THE CONTRACTOR PERFGF S CONSTRUCTION WCRL ^VER TPA ACCEPTED B HOURS PEP DAY OR 40 HOURS AV WEEK, OR ON ANY
CITY HOLIDAY, AMC THE NOW REQUIRES INSPECTION, THEN THE CONTRACTOR SMALL REIMBURSE THE CITY AT THE RATE O 15C
PES HOUR, THE CITY SMALL NA'& THE SOLE AUTHORITY IN DETERMINING THE NECESSITY O HIVING THE OVERTIME
INSPECTION, AND SMALL NOTIFY THE CONTRACTOR OFIT6 INTENT TO REOUIRE SAID INSPECTION.DEDUCTED FROM MONIES DUE TIE CONTRACTOR ON EACH NUNTHLY ESTIMATE. SAID COSTS WILL BE
' /-08.11 CONTMCTOR'S PUNT AMC EQUIPMENT 1 CF NT SEC TIOM
THE CONTRACTOR ALOE SHALL AT ALL TIMES BE RESPONSIBLE FOP THE ADEQUACY, EFFICIENCY. ANC SUFFICIENCY O HIS AMC
HIS SUBCONTRACTOR'S PUNT AMC EQUIPMENT. THE OWNER SMALL HAVE TIE RISK TO MAKE USE OF THE COAT'ALToF-5 PUNT
AND EQUIPMENT IN TIE PERFORMANCE O ANY WORM ON THE SITE O THE WORK.
THE USE BY THE .1WEP OF !UCM PUNT AID EQUIPMENT BNLALL E CONSIDERED AS EXTRA WOK AID PAID FOR ALCDTDINGLY.
NEITHER THE OWES NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT -MY TIME, FOP THE SECURITY O THE SITE FROM THE
TIME CONTRACTOR'S OER.'IONS HAVE COMMENCE IKTIL FINAL ACCEPTANCE OF THE NOW BY THE ENGINEER AM THE OWNER,
THE CONTRACTOR SMALL EMPLCY SUCH MIASUPES AS ADDITIOAU ' JC1NG. BNMICHOES, AMC WATCHMEN SERVICE. AS E CEENS
NECESSARY FOR THE PUBLIC SAFETY AND FOR TMF PROTECTION U THE SITE AMC HIS PLANT AND EQUIPMENT. THE OWNER BILL
E PROVIDED KEYS FOR ALL FEN'®, SECURED AREAS.
SIPPLEENTAL SPECIFICATIONSS PEVIDG/1GJ85)
PAGE tE
1-08.1e ATTENTION TC roMA IMATN ECTIOI
TIE COMfRILTTDR SMALL GIVE MI5 PERSONAL ATTENTION TO AND RHALL SUPERVISE THE NEW TC TEE END TEAT IT SMALL ME
PROSECUTED FAITHFULLY, AID MEN HE IS NUT PERSONALLY PRESENT ON THE SCE, SITE, HE SMALL AT ALL REASONABLE TINES
E REPRESENTED BY A COIPF-ENT RPE,TNTENDENT WHO SMALL RAVE FULL ALRMDPITY TO EXECUTE THE SAME, AMC TL SUPPLY
MATED'ALS. TOOLS. AND LASCP WITHOUT D_.AY, AMC INC SHALL BE 74 LEGAL REP EBENTATIVE OF THE CONTMACTDP. THE
COR'.CTDP SMALL OF LIABLE FOP THE FAITHFUL OBSERVANCE OF ANY INSTPUCTIOLi DELIVERED TO MAIM DF TO HIS AUTNOPIDB)
R,f% ENTATIVE.
BETINp 1-09 MEASIBIBEWT Alp MYWEWT
1-08.1 NFASIIRFMENT OF QUANTITIES IADC'TIDMAL SKT.n
NJ
THE CDWWTOP WILL O RESPONSIBLE TO ASSUME THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PUPPOSE OF
CALC)LATLNG QUANTITIES FOR PAYMENT DR FDA VEFIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME O
DELIVERY IN DDER FOR PAYMENT TO BE WE.
A'
By TRUCK
PAYMENT WILL NOT E MADE FOP DELIVERY TICKETS WHICH DC NOT GMOM TYPE 6 MATERIAL, GROSS WEIGHT, TAPE
WEIGHT, TRUCK MAMEP, DATE, EIGMP'STERS CERTIFICATION,ANO INSPECTDP'6 INITIALS. SCALE CERTIFITAT;ON
' SMALL E SUBMITTED AS EARLY 1N THE PRO,RECT AS POSSIBLE.
EACH EIGHT STATION SMALL MAINTAIN A RECORC UP THE TRUCK NUMBER, TIME, DATE, AID EIGHT O ALL TRUCKS
PRDVIDIMS MATERIAL TO THE PROJECT. THE EIGHT LIST SHALL E MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES MERE SCALE EIGHT IS
MDT AVAILAB.6, THE INSPECTOR SMALL MEASURE THE THUG VOLANE AND CERTIFY AS TO 176 FULL LONG DELIVERY.
L BY OTNEP_ Mf}1��
METHOD FOP MEASUREJEIf ANC PAYMENT FOR MATERIAL BPOU4W TO THE SITE BY ANY ETHER MEANS WILL E DETERMINED BY CONTAACT%R/ONNEF AGREEMENT BEFORE AMR OF THE CDNTRACT.
1-08.D SCOPE 6 PAYIEM IAWITIpAI SECTIDMI
ALL CC AID EXPENSES FOp ITEMS O NOW, EQUIPMENT. OR MATFRIALS, INCLIDIN6 INSTALLAIIIME, NOT 1DEW ED AS
IFI BID ITEMS IN TNESE SPECIFICATIONS SMALL IN INCIDENTAL TC THE PROJECT. ML SEPARATE PAYMENT OF A" RIIO EILI WE
FOO THEE INCIDENTAL HEMS,
PARTIAL PAYMENTS ON ESTIMATES MAY E WITHHELD UNTIL A WORD PROGRESS SCHEDULE, AS DESCRIBED IN SECT;OM B. HAS
BEEN RECEICATIVNS Alp APPRD'' IM THE EVENT THAT ANY MATERIAL OR WDEKMAM hlp DOS MDT MEET THE REQUIREMENTS O:.' NOW$SPECI DEEM
THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL 09 MIIRRMAMSHIP IF THE DIRECTOR OF PUBLIC
W01R5 DEEMS SUCH NSEPTAICE TO E IN THE EST INTEREST OF THE CITY, PROVIDED THE CIT MAY NEGOTIATE PAYMENT OF A
LDNEP UNIT PRICE FEN SAID MATERIAL OR iDRCMANSHIP,
P-01 CLEARING. "WING. AID BDWtlDF CLEAN,
2-01-P DISPOSAL 0F jftEV MATERIAL L DEBRIS IPARf IAA RE LACEMENT fiECTIoNI
DELETE: "HE rOWTRVCTOP SMALL DIFFUSE O ALL DEBFI£ BY ONE OR MOE OF THE 1'-TE OISPOSIL METHODS OESCPIBED ELT
ADD: "NE LONTRACTOP SMALL COMPLY WITH ALL LAWS AID RULES GOVERNING CISPOSAL OF DEdP:S ANC CONSTRUCTION
MATEFIAiS IN APFMCVED LANDFILLS."
I
SPPLFNENTAL SPECIFICATIOE REV106/10/65i
FACE IE
' Q-0t.2i11 DISPOSAL NETHT NO, 1 - OPEN BURMi MG - DELETE
' 2-01.2[23 DISPOSAL METN(C_4C, 2- CW DELETE
2-01.2141 DISPOSAL METHOD M. A. DISPOSAL AT A LANDFILL 'ADDITIONAL SECTIONI
' ALL DEBRIS. WASTE. -XCESS COMPRIL71 M MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OWNER OR
CONTRACTOR OR DISPOSED OF BY AN OTHER APPROVE METHOD ARE TO E DISPOSED OF AT A LANDFILL APPROVED AMC LICENSED
BY THE APPROPRIATE GOVERN14L BOC,.
2-0t ALSO CLEANUP - DELETE
' 2-01.5 PAYMENT (PARTIAL WPLACENEW SECTION'
DELETE 1TEN A
2-M EMDWAL OF STNCTOES AID OBSTNICTIOM
2-02,3(31 REP_vAL IF PAVE'NEN' SIOEWALB5 AND CNPSS (SIPP MENTAL SECTION
ADD,
5. WEN AN AREA WHERE PAVEMENT :AS BEEN REMOVED IS TO E DPEI® TO TRAFFIC BEFORE PAVEMENT
PATCHING HAS KEN FINISHED. TEMPORARY NO CCJ PE-MDt® ASPHALT CONCRETE PATCH SHALL E
REOU:FED. TEMFORANN COLD MIX PATCHING SHAH L E PLACED To A MAXIMUM DEPTH OR 1 INCH IMMEDIATELY
AFTER BARFILLIMG AM COMPACTION AM COMPLETED AMC WOW THE ROAD IS OPENED TO TRAFFIC.
2-02.5 PAYMENT PEP CEMENT GECTj_ON1
' ALL COST RELATED TO THE REMCVAL OF STPXTUE6 AMC OBSTRUCTIONS SMALL E CONSIDERED INCIDENTAL TO AND INCLUDED IN
THE UNIT CONTRACT PRICE OF C-MER BID PENS MUSS DESIGWTED AS A SPECIFIC BID ITEM.
b/DWAY EXCAgT1DNN AID BMEBENT
2-03,1 DESCRIPTION ?APT:Ar PA_WV 6ECTIONj
' REPLACE PAPAGAAPn 2 W:TH:
THE NOW INCLUDES TMESf ITE3C UNLESS THEY ARE DESIGNATED AS P..Y ITEMS 1N THE CONTRACT,
t 1. HAUL
2. SLOPE POUCIK
3. EXCAVATION OF STRUCTURES, DITCHES AP7 CHANNELS.
A, REMOVAL 6 U6LITABLF MATERIALS.
5. REMOVAL OF PAVEMENT . SIDETMU5. DRIVEWAYS, CURB AM SIRTEP, DNTRAIED WP6G. AM D"EA SIMILAR
SLFFACE IMPROVEMENTS
?z ROCN CURS PANTIAI REFIACEMfNT SECTION]
FNiLAC, IARA&WH t CGNTHw LLED BLASTING WITHt
CONTRULLHI BUSTING — BEFORE BUSTING WILL E APPROVED THE CONTRACTOR MU - MCVETRATE TO THE
ENGINEER AND LOCAL POLICE Alt FIE DEPARTMENTS THE NEV, FOR THIS METHOC U 1VATION. IF APPROVED
MORE ANY BUSTING BEGINS. THE ENGINUR WILL REQUIRE THE CDMTRACTDR TO PNDVILc INFORMATION ON HOW
' CHILLING. LOADIN' AMC SOOTING WILL E ACCOMPLISHED. ALSO. THE CONTRACTOR WILL PACVIDE ' DETAILED
EXPUAMT:ON OF N% ECALTIDN WILL BE FOLLOWED IF BLASTING IN Aw URBAN OR RESIDENTIAL ARE,
Is SUPPLEMENTAL SPECIFIUTIWE REV(C5i1D.'651 PACE 17
' 2-03.3I141E UNSlII TABLE FOULA7IDN ICAVATI(E .LEffS&CEMENT SECTIOMI,
KEEN SPLWN ON THE PUNS OR WREN SPECIFIED IN THE SPECIAL PROVISIONS. UNST&SLE NATURAL GROW SMALL BE EXCAVATED
PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA, THE UNSTABLE MATERIAL NAY CONSIST OF PEAT, MLCk, SWAMPY OR
UNSUITABLE MATERIALS, INCLUDING BiM11ED LOSS AND S%kPS, THE MATERIAL &HALL BE EXCAVATED BY THE CONTRACTOR AS
DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMfiANBMENT FULL SEARING ON SOLID GROUND,
MATERIALS EXCAVATED FROM THE RBHDMAY 0^ L .L CHANGE P.INNS. VILL NOT BE CLASSIHIED AS UNSUITABLE FOUDATION
EXCAVATION UNLESS THE REHDVAL MUST BE AC60WUSHEC P DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHOCS
FEOCIFING DIFFERENT EQUIPMENT FROM THAT USED FOP ROADMAY EXCAVATION, Ik V:ICH LASE MEASUREMENT AND PAYMENT AS
%-&,:lABLE FOUDATION EXCAVATION" ON A PER CUBIC YAR' BASIS WILL APPLY.
2-0,31141F D:SPLACEMEMT OF UNSUITABLE FOUNDATION MATERIALS - DELETE
2-03 5 PAYNEHT IPAFTIAL REPLACEMENT SECTION)
ADD TC 1NNING OF PARAGRAPH 1:
-L MATERIAL UCTS COVERED IN ' . SECTION SHALL INCLLCE THE PAUL TO AN: F,MH THE JOB SITE AS PART OF
THEIR LOUT PRICE,
REPLACE PANOVe T ITEN T WITH:
'BNEN iNE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELON SIA6RNE, UWIT CONTRACT PRICES FOR ROADMAY
EXCAVATION AND EMUL SHALL APPLY, if HE ORDERS EXCAVATION MORE THAN 2 FEET SEWN SUBGAADE, THAT PART
' BELOW THE 2-FOCY DEPTH SMALL A PAID FOP AS POOV/DED FOP IN SECTION 2-01.5I3i UNSLITABLE FOUNDATION
EXCAVATION.-
REPLACE TIT OF ITEM U WITH:
'UNSUITABLE FOUNDATION MkVATICN , PER CUBIC YARD.
' )MEN TNl: SIC ITEM APPEARS IN THE SCHEDULE 'J- PRICES. THE CONTRACT PRICE PEP CUBIC YARD SHALL BE
COMIENSATION FDA EXCAVATING, LOADING, PLACING OR OTHERMISE DISPOSING OF THE MATERIAL INCLUDING +
AMEN NO DID ITEM FOR •UNSUITABLE FOUDATION D(CAVATIOM APPEARS IN THE SCHEDULE OF PRICES. BUT A. IT
FOP FOUDATIUN MATERIAL CLASS A OR CLASS B APPEARS IN TIE SCHEDULE OF PRICES. 7-4 PAYMENT SHALL BE AS
Sr FOMF IN SECTION 2-09.5.7.
WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDE CONTEll ^.N WORK AS NAY BE ORDERED BY THE
ENGINEER SHALL BE ACCOMPLISHED AS EXTEA WOW AN Nl WILL E. MADE AS PROVIDED IN SECTION 1-04.4.
REPLACE TEXT OF ITEM 7 MITHH
"ALL COST FOR EAR MMENT COMPACTION SHALL BE INC ENTAL TO OTHER PAY ITEMS
INVOLVED.-2-0 MAUL
2_04.5 PAYMENT IREPLACEPEN.T SECTION
ALL COSTS FOR THE MAULING OF MATERIAL 70, FROM CR ON THE JOB SITE SH L BE CONSIDERED INCIDENTAL TO 400 INCLUDE
IRA THE UNIT COI IFACT PRICE OF OTHER UNITS OF MAY.
IF-% SLOPE TREATMENT
2-05,5 PAYMENT Ip®ULEHENT 6F CTIDN1
ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IH THE UNIT CONTRACT PRICE OF CTHER
UNIT$ OF HURL,
SUPPLEMENTAL SPECIFICATIONS REVID6i10/BE1 PAGE 18
F-08 BRBDTUE EXCAVATION
2-08.T OERCPIP''DM I6IDPLEMEMAL SILT IOMf.
' THIS BOHW ALSC INCLUDES THE EXCAVATION, MAUL AID DISPOSAL OF ALL UNSUITABLE MATERIALS 6UCF AS PUN, MLCN, SMARM
DR UNSUITABLE MATEP:+LS, INCLUDING SUPIA' LOSS AID STUMPS.
' P-08.3111C gEMDYPt 6 UkSTABLE BASE MATERi�I IPARTUI PEPUCEMEM SECTf OMI
REPLACE PARAGRAPH 2 NITH%
GAVEL BACXFILL FOR FDODAYIDN MATERIAL SMALL K CRU$HEC OR PARTIAL CRUSHED GFANULAR W-" IAL MEETING
TIE IEOUIMEMEN S W BECII3N 8-30.78 FOR GRADATION AM DUALITY.
2-09.31110 DISPOSAL CC EXCAVATED MATERIAL (PARTIAL PEPLACFENT SECTION(
REPLACE THE SECOND AID THIRD PARAGRAPHS NITH:
THE UNIT COMPACT PRICE FOR STRUCTURE EXUVA71ON CUSS A OR CUSS B SHALL ➢CLILE ALI CGSI: FOh
LOWING AM WWLING IKE 'ATERIAL.B.
2-00.4 MUBIBEXjF LPARFIAL REP
UCENEM SECRDN)
' MINIMA TRENCH WIDTH FOR PAYMENT SMALL BE E FOOT.
HORIZONTAL LIMIT FOR PLPELINE9 URGED THAN 42 IM:HES. PIPE ARCRE MORE TIARA 50 _CHES IN GPM, STRUCTURAL
PUTEPIPE, AM UNDERPASS SMALL BE t.5 FEET
WMA LIMITS FOP PIPE. THE BOTTOM OUTSIDE R THE PIPE , OR THE BOTTOM OF REQUIRED B®O,NG MATERIAL WILL SERVE AS
THE LOWER LIMIT FOR MEASURING OCAVATION. THE ENGINEER NAY SET ANOTHER LIMIT MEN EXCAVATION MUST BE MACE BELCH
LADE.
DELETE THE LAST TWO PARAGWHS.
26-0.5 PAYMENT jRIP6&k ENT SECTL0Nj
DEN TMW '%POSAL IBOLLCES ANY OF T4E FOLLOWING BID (TOW, THE OUTER WILL PAY AS FMADWSt
.. 'BIPOCTURE EXCAVATIOM CLASS A.' PER CUBIC YAID.
2. 'STRICTURE EXCAVATION CLASS B: PEP CU91C YAW.
THE UNIT CONTRACT PRICE PER %BIC VAMD FOR THE BED ITEM LISTED ABOVE SMALL BE FULL PAY FOP ALL LABOR.
MATERIALS, 70015. EQUIPMENT, AID PUWIMF I CLLDIIM MAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO
' EXCAVATE BELOW THE ELEVATIO6 SHOWN ON THE PLANS, THE MIT CONTRACT PRICE PEP CUBIC YAW FOR
'6TPUCTUNE EXCAVATION CLASS A IOP BI SMALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN TM
PUNS OR THE ENGINEER REQUIRES, THE OWNER WILL MOT PAY FOR MATEF.FL REMOVED FROM BELOW THE REULIRED
' ELEVATIONS. IN THIS CASE, ',NE COMRAROR. AT MIS S(PENSE. SMALL REPLACE SUCH MATERIAL WITH COKRFTE
OR OTHER MATERIAL THE ENGINEER APPROVE$.
VWN 'STRUCTURE EXCAVATION CUSS B' IS MOT IKLUIED 1N THE BIG ITEMS THEN ALL EX.CAYATION. AM ALL MAUL
' AID DISPOSAL OF EXCESS ON USUITABLE MATERIALS, TOGFTHEF WITH ALL LABOR, TOOLS AM EQUIRENT PEOLIPEC
TO EXCAVATE TO LINE AND SPACE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CCUISIDEREC INCIDENTAL TC
R CE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADCITIJMAL PAYMENT SMALL BE MADE.
' S. 'SHORING AN ?RLBBING OR EXTM EXCAVATION CUSS A.,,,,.' LIMP SUN.
THE LUMP SUM CONTRACT PRICE SHALL BE FULL PPY FOR ALL LABOR, MATERIALS, TOOLS, AW EO IPMENT NEEDED TC
BLILD, DEWATEP, PLACE PIPRAF TO PREVENT SCOU 'ND REMOVE THE SMDRING. CRISS, CCFFEMAPS OF CATSlONS.
' SWPLIMEN"AL SPECIFICATIONS REV106H0/851 PAGE T8
' 2-0B.4y.COMING
IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, OP CAISSONS WHEN THE CONTRACT PROVIDES NO BID
ITEM FOR SUCH MOM. THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REOLUIS THE
COT,.ACTOR TO BUILD 6MAIN6 OR CRIBS DR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION
SHOWN DM THE PLANS, THE WHEN WILL PAY THE LUMP SON PRICE AND No MORE WHEN THE EXTRA EXCAVATION PERIM
DOES NCI EXCEED THREE FEET, POP DEPTHS GREATER 'i HAW TWEE FEET BELOW THE ELEVATION 6HDWh ON THE PLANS
PAYMENT WILL BE AS PROVIDED YX SECTION 1-64.4.
6, '`RAVEL BACKFILLIKIMC).' PER TON.
THE UNIT C TRACT PRICE PER TOM FM 'IRE KIND AMC CLASS OF GRAVEL 6AGXF ILL USED SMALL BE FILL PAY FOR
ALL IMF. MKTEPIAL. TODLS. AND EQUIPMENT USED.
7. 'FOUNDATION MA RIAL CUBS A OR CLASS 0% PER TON.
' IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PUNS TV REMOVE UNSTABLE, OR UMI818LE. CR UAS6ZTABLE
MATERIAL IS REQUIRED BY IF' ENFINEEF THEN ALL LABOR. MATERIAL, AMC EQUIPMENT REQUIRED TD EXCAVATE.
LOAD, MAUL, AID DISPOSE OF SUCH MATERIAL. AND TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CUSS 1
OR CLASS B SHALL OF PAID IN THE 9I0 ITEM "FOUNDATION MATERIAL CLASS A DR CLASS BISECTION 9-03.12111)1
PER TDk AMC NO ADDITIONAL PAYMENT SMALL BE MADE.
"I TRIMMING AND CLEAMP
2-11.3 COMSTMCTION REUUIREMFM6 fADDIT10MAl 6ECTIDNI
' ADD TO PARAGRAPH 1;
7. REMOVE TREES, 6NAfiW, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCiS AM Br ULCERS, ANC DTMv',
UNSIGHTLY HATTEP OUTSIDE THE AREA SIAKED FOR CLEARING OR GRUBB/MG.
B. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER.
S. FILL HOLES AND SMOOTH AMC COMOUF THE GROUND.
TO. $,APE THE ENDS OF CHITS AND FILLS TO FIT AUUA^ENI TERRAIN AND TO ENHANCE THE APEA'S APPE:RAKE.
11. OBI ITERATE ABANDONED AOWG AND RESHAPE THE AREAS TO BLEND NATURALLY WITH 6UARDLPClkG5.
AWIALT CQNWMTE PAVEH4WT
5-p%S PAYMENT PARTIAL REPLACEMENT SECTIDM
' ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING. A 14 REMOVING TEMPORARY STRIPING SMALL BE
COIISMERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK,'
6-05 CEWm CONCRETE PAVENEDMT
b:d.5 PAYMF M.+ PAR',IAL REP ACEMENI SER70N1
REPUCE ITEM 7 W..H1
7. 'CEMENT CONCAETE OFIKWAY^, PER SOW.1E YARD
1
SWPLEMENTAL SPECIFICATIONS REV(06/1C/85) F s0
7_01 OWNS
7-01.4 MEASUREMENT IADCITIONAL SECTION'.
' ADO TO PARAGRAPH 2,
R EN THE CONTRACT DOES NOT INCLUDE 'STRICTURE EXCAVATION CLASS O' AND 'STRUCTURE EXCAVATION CUSS 8 INCLLOINC
' MAUL' AS A PAY ITEM ALL DOME ASSOCIA'ED WITH THESE ITEMS SMALL E IMCL DED IN OTHER CONTRACT PAY ITEMS,'
7-02 CULVERTS
7-02.2 MATERIALS IAOCITIDIAL SECTIDN'
' ADD TO PAM3UPN 1,
PVC PIPE O-C6.12
'VC PIPER MERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERM TO IN SECTION i 02 IT SMALL WE
UNDERSTOOD THAT REFERENCE IL ALSO MADE TO PVC.
7-02.303C Pti".ING PYL PIPE (ADDITIONAL 6F.^TIC1
' IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.30[ PVC FIPE SMALL BE LAID E'IMMINN AT THE IMP END,
WITH THE ELL END UPGFADE. PEA GRAVEL WILL E USED AS THE WELDING MATERIAL AND EXTEND FIDN 6• BELOW THE SOTTO'
' E THE PIPE TO 6• ABOVE THE TOP IF THE PIPE, WHEN IT IS NECESSARY TO CONNECT TO A STRUCTURE WITH A NODDED ,DINT
A RUSHER 6[SEETED CONCRETE COLLAR WILL E USED AT THE PRINT OF CONNECTION.
7-02.4 MEASUREMENT [PAHrrIAL REPLACEMENT SECTIDR:
' DELETE LA5: PARAGPAPH
' 7-02.5 PAYMEP. IPA Ff lAL REPLACEMEFO SECTION)
DELETE ITEMS 1 T' `LGn 20 AND REPLACE WITNi,
' 1. _• Sto IN Wre•h Pipe Per L.F.
2. _• A Corru9atae Stock Arch Pipe Per L.F.
3. a C...u9ata4 ALNa,RNa Arch Pipe Par L,F,
' •, •Cchcrata C!uN C" per C.Y.
5. • Diameter F,araG ErO 6attl Pn Per Ea.
tDELETE PARAGRAPHS 5 A 7
7-0O UNICTIRRAL PLATE PIPE, PIPE ARCM ARCM, AND UNDERPASS
' 7-03.4 MEASUPEMENT ]PARTIAL REPLACPNENT SECTIDN'
Parµ vph 5, REPLACE •SECT ION 2-09.4- WITH "SECTION 2-09.5"
7-03.5 PAYMENT [PARTIAL REPLACEMENT SECTIONI
DELETE ITEMS 11, 12 Ma 13
REPLACE LASF PARAGRAPH WITH, THE OMIT CC"TACT PRICE FOP GRAVEL SACKFILL FOR FWIDATIOHS CUSS A OR CUSS B
SMALL HE a"'D 1M ACCORDANCE WITH SECTION 2-0..
SUPPLEMENTAL SPEL:F;CATIONS REVI06,10:'85) PAGE 21
' 7-04 BTORM BEER
1 7-04.2 MATERIALS (SUPRLENCNTAL SECTION)
ADD: PVC G :R PIPE 0-05.12
' 7-0E.3[119 PIPE ®DING I6iPPiSMENTAL SECTION]
ADD,
' PIPE BEDDING FOR PVC SEWER PIPE SMALL CONSIST ED PEA BRAWL. IT SHALL BE PLACED TC A DEPTH OF E' CVEP
ANC 6' UNDER THE DNTERIOR MALLS OF THE PIPE.
' 7-0E.3121A SURVEY L'NE ANC GVDE [PARTIAL. PEP SECTIOMi
REPLACE PARAGRAPH 1, WITH:
SURVEY LINE ANC ;JIBE WILL BE PROVICEC BY THE ENG:KEEP OR CONTRACTOR IN A MAWEF CCNS:Sf EN^ ■'TN
ACCEPTED PRACTICES APO THESE SPECIFICATION$.
7-06.3(31 MQFILLING STOW 6EEWER TREPCNES I5IPPlF1ENTAL SECTION]
ADO TC PARAGRAPH 3,
PVC PIPE SHALL BE BEDDED AM BAQFILLED W70 FEN GRAVEL IN ACCOROANC' WITH 7-04.3(1) R PRIOR TO
BAQ,FILUN', THE R6AINCEP OF THE INCNCH.
7-04,4 MEASUREMENT [PARTIAL REPLACEMENT SECTION!
' REDUCE PARAGRAPH L WITH,
EXCAVATION OF THE STORM SEMEF TRENCH WILL BE MEASURED AE STPUCTURE E%CAVATI(.N CLASS B OR DTRLL'TIIRE
EXCAVATION CLASS B INCLUING HAUL AS SPECIFIED IRA SECTION 2.09.
' 7-04,5 PAYMENT [PARTIAL REPACEMEM. I30h
DELETE ITEMS 1 THROUGH B AID REDUCE WI1M,
' 1. _' Eton NNWN, PIPN, PSI L.S.
2. CPrc"to CLNNN C. PSI C.Y.
' WHEN NC BID ITEM 'GRAVEL BAQFILL FOR PIPE ®PIMP IS INCLUDED IN THE SCHEDULE OF PR:CES. PIPE BELLING AS 6MOWN
IN THE ETAPDARD PLANS SHALL E CONSIDERED INCIDENTAL TO THE PIPE ANC NO ADDITIONAL RAIMENT $HALL BE WE.
' REPLACE PARAGRAPH 3 WITH,
TESTING OF GTORM SOKA PIPE IF REQUIRED M THE ENGINEER SMALL E CONSIDERS INCIDENTAL TO ANC INCLUDED IN THE
LIMIT CONTRACT PRICES FOP OTHER ITEMS.
7-05 RWIBEOLES, BATE IPBETR DID INLETS. APO CATCH BASINS
t77-05.11] ADJUSTING MANHOLES AND CATCH BASINS TO GRACE lbWP1EP€_NTAL SECTION]
ADD;
' IRA 'MPAVEC STPEE'S, MANHOLES, CATCH BASINS AM SIMILAR STPUCTUMS IN AREAS TC E SUWACEL V:TN CRUSHED
ROCK OR UAV:L SHALL E CONSTRICTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE 6UBCNADE AID
COVERED WITH A TEMPORARY PDm COVER. EXISTING MANHOLES SHALL BE CUR OFF AID COVERED 1% A SIMILAR
' MANNER, THE CONTRACTOR '.MALL CAREFULLY REFERENCE EACH MAIMLE BO THAT THEY MAY BE '1SILY FOUND WON
:CPPLETION OF THE STREE' OLD,
SUPPLEMENTAL SPFLIFIUTIONS Rfl iDElt'051 PAGE 22
-O5.]f�l CONE iN�
AFTER PLACING THE GRAVEL OR C"HED STCE SURFACING, THE MANHOLES ANC MADLE CAETINS SMALL BE
CONSTRIL:ED TO THE FINISHED GRADE OF THE ROADWAY SO FACE. EXCAVATION MECESSANV FOR SPENDING MAftm u.
TC BLADE SMALL CENTER ARDUT THE MANHOLE ANC E HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION
OF THE MUSCLE ADJUSTMENT, THE VCIC AROUND THE MANACLE SMALL E MCXFILLED WITH MATEOIALS WHICH RESULT
1N THE SECTION REWIRED ON THE TYPICAL ROAD MY SECTION, AID E TID1019EY COMPACTED. SEE
BITUMINOUS SUHACE TREATMENT 19 TO E PLACED, TE MMIOLE CASTINE SMALL E INSTALLED FROM 1/2 INCH TO
OE INCH HGGHER THAN THE ROADWAY SUFACE, AS THE ENGIMEEO MAY DIRECT.
1N CEMENT COKPETE PAVEEN` MANHOLES, CATCH MSIHS ANC SIMILAR STRICTURES SMALL E CONSTRUCTED ANC
ADJUSTED IN THE SAME MANNEF AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SMALL E NAME ANC CA!-
IRON FRAME E SET AFTER FORMS PAVE BEEN PLACED ANC CHECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME
CAE SMALL E THEN MOT TC ALTER THE POSITION R THE CASTING IN ANY MAY.
IN ASPHALT CONCRETE PAVEMENT MAJJCLES SMALL W. BE ADJUSTED UNTIL THE PAVEMENT 16 COIFLETFC, AT WHICH
TIME THE CENTER OF EACH MANHOLE SMALL E CAREFULLY RELOCATEL FROM REFERENCES PREVIOUSLY ESTABLISHED FY
THE CONTRACTOR, TIE PAVEMENT SMALL BE CN IN A RESTRICTED AREA ANC BASE MA1tR1AL E REMOYED TC PERMIT
MEM,VAL OF THE COVER. THE MANHOLE SMALL TEN BE BROUGHT TO PROPER GRADE UTILII:NG THE GAME METHODS OF
CONSTRCTION AS FOR THE MANHOLE ITSELF, THE CAST IRON FROM SMALL E PLACED 06 THE CONCRETE BLOCXE
Aft WEDGED LP TO THE DESIRED OWE. THE ASPHALT CONCRETE PAVEMENT SMALL E CUT AID REMOVED TO A MEAT
CIRCLE, THE DIAMETER OF WHICH SMALL E EQUAL TO THE OUTSICE DIAMETER OF THE CAST IRON FRAME PLUS TWO
FEET, THE USE MATERIALS AND CRUSHED ROOM SMALL E RFMDYED AND CLASS 5(3/4) CONCRETE SMALL E PLACED
■ SC THAT THE ENTIRE VOLUME OF THE EXCAVATION 1S REPLACED IP TO WITHIN ET NOT TO EXCEED 1 1/2 INCHES OF
ail THE FINISHED PAYMENT SUFFACA.. ON THE FOLLOWING DAY THE COICIE'TE , THE EDGE OF THE ASPHALT CONCRETE
PAVEMENT, ANC TE OUTER EDGE OF THE CASTING SMALL E PAINTED WITH MOT ASPHALT CEMENT. ASPHALT
CONCRETE FHAL' THEN E PLACED AND COMPACTED WITH PAP TOPPERS AND A PATCHING MOLLER. ASPHALT CONCRETE
W'L' BE PAID FOP AS • ASPHALT CONCRETE PAVEMENT, CLASS B INCLUCING PAVING ASPHALT PER TOM. THE
COMPLETE PATCH SHALL PATCH THE EXISTING PAWED SURFACE FOR TEXTURE, DENSITY, AND UN.PORITY OF GRADE.
TIC JOINT ETE!N THE PATCH AMC THE EXISTING PAVEMENT SMALL THEN E CAREFULLY PAINTED WITH HOT ASPHALT
t CEMENT OR ASPHALT EMULSION AND SMALL BE IMMEDIATELY CDVERED W17H OR PAVING SAW BEFORE THE ASPHALT
CLIENT SOLIDIF:.ES. TIE INSIDE THROAT OF THE RAMOLE SMALL E TIFOIOUBDLY MORTARED AMC PLASTERED.
' ADJUSTMENT A INI _S THE FINAL ALIGNMENT ANC BLADE OF CAST INCH FRAMES FOR NEW AAD OLD INLETS TO BE
ADJUSTED TO C-AWE WILL E ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE FINAL
ADJUSTMENT OF THE TOP OF THE INLET WILL BE PEFFDFMED IN SIMILAR WAVIER TO THE ABOVE FOR MANHOLES. ON
' ASPHALT CONCRETE PAVING PRDJECTS USING NP6 AMC GUTTER SECTION. THAT PORTION OF THE CAST IRON FRAME
M;' EMBEDDED I% THE GUTTER SECTION SMALL E SOLIDLY EMBEDDED I% CONCRETE ALSO. THE CONCRETE SMALL
^.MEND A MINIMA' OF SIX INCHES BEYOND THE EDGE OF THE CASTING AK SMALL BE LEFT 1 1/2 INCHES BELOW THE
TOP OF THE FRAME 60 THAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST IRON
' FWWE. ME EXISTING CONCRETE PAVEMEWT AID EDGE GF THE LASTING SHALL E PAINTEC WITH HOT ASPHALT
CEMENT. ADJUSINJTS IN THE INLET STRUCTURE SMALL BE CONSTRUCTED IN THE SAME MANNER AND 9 THE GAME
MATERIAL AS THAT REOVIRSO FOR NEW INLETS. THE INSIDE OF THE INLE76 SHALL E MORTARED AND PLASTERED.
f
' SUPPLENYWAL SPELIFICATIONE REVI06/10/65; PAGE 23
t7-05.3U 1 CORrt1NL�
THEMDM am:
AND CAST
TIE IROM FRANS AM COVER MDNLMENTS AID MOMWNT E CASTINGS SHALL SE 1161USTEO TC OWE IN
' 6AM: MAMKP AS FOR MANHOLES.
VALVE SM CASTINGS ADJLIETMENTS OF VALVE GM CASTINGS SHALL BE OWE IN THE SAME MAM1tEF AS Fop W-CLES,
' 7-0:..0 MEASLIPENENT 1 PAPTIA RE MEN1 SECTION
' REPLACE PARAGRAPH 1 WITH,
MMLOLES AND CATCH BASINS WILL BE MEAGER® PER EACH FOR THE FIM tO' AS MLASMET FppR Flk:SHJ[D p1M
ELEVATION, ALL DEPTH GREATER THAN 1D' RILL BE PAID AS EXTRA DEPTH HANCLES _ OF EXTRA DEPTH CATCH
BASINS, TYPE _,_ T PEP VERTICAL FOCT .
' REPLACE PARADWH A: WITH;
6TALCTURE EXCAVATION CLASS 6 AND STPUDTLWE EXCAVATION CUSS 6, INCLUDING HALL WILL BE MEASCAEU AS
' SPECIFIED 1N SECTION 2-08.
7-05.S PAYMEWR [PAI-71ALREPIACEMENi 6FCt
DELETE ITEMS I THNDUG11 10 AID REpL,LF WITH,
1. •SLMCerC NenINC IYf__ , Per Q.h
P. 'EetrO Depth Ion rmteo , per V.F.
' 3. •Gtcr Be", 71Pe per nth
Type_ , elthuut catch, For each
B. 'titre Oopth Cetch Bann_ , Per V.F.
6. •4 uet MenhRle', Der oath
7. 'Aejun Cetc, Leem', per oath
8. 'AGJYet Velres", per uct
0. •AEjurt M .Wence', Per ee:h
' DELETE PARAGRAPH A
' 7-08 PIPE AND FITTIM FOR NATEA MAINS
7-08.2 MATERIALS [PARff1A pEpUCEMENf SECTION'
RSPUCE PARAGRAPH 1 WI.H,
HA?EPIALS SHALL MEET THE PECUIREMENTS OF THE FOLLOWING SECTIONS:
F", 0-30,1
DuctJlo iron P,Pe 0-30.1A
' F,t%JN,O 9-30.2
Ductit. Iron Pipe 6-30.2A
PLOILI, FI a Wrep 0-30.8
Tracer TWA. 0-30.9
1
7-10 TNEECM EXC. BEDDING- AND NACKFILL FOR WATER HAING
' 7-10.31 ViE EXIT" FXGVATIDN [PARTIAL REPLACEMENT SECTION]
REPLACE PARAGRAPH A WITH:
MCASMEMENT OF •RAN. RAJ SRAV 'OP TREK, BALFTILL' WILL BE By THE TON.
SUWLFMENIAL EPECIFIGT:JNE FE'I;OL't O/851
PAW PA
7-10.51021 RBCYAL A10 REP CEMENT CF IXiRA IXCAVATIOM IPANTIAL P@+LACEMEM 6[CTIONI - DELETE
7-10.51031 REMOVAL AID REPLACENE T I UNSUITABLE MATERIAL (PARTIAL REPLAGEMEM 6ELTIONj
REPLACE PARAGRAPH 1 VITA:
PAYNEM FOP -F&MVAL AND REFLACP*kT OF UNSUITABLE HATE,W WILL BE CONSIDERED INCIDENTAL TO OTHER BID
ITEMS AND `D FURTHER COIPENSATIUN BILL BE MADE,
7-10.51041 MINT RUN GRAVEL FOR TRENCH 94MFILL (PARTIAL REPLACEMENT CECTIDNl
REPLACE PARAGRAPH i WITH:
PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOP -BAN RUN GRAVEL FOR TRENCH BACKF:LL• WHICH
PRICE SHALL BE FULL COPEEATION FOR EXCAVATING. FURNISHING. HAULING, PLACING AND COP. TWO THE PATEPIAL IN
THE TRENC4, ALSO INCUDED IN THE UNIT COMPACT PRICE 16 THE WASTING OF EXCESS AID MUSABLE RATERIAL
EXCAVATED FRD% THE TRENCH,
1-11,11111 FOUNDATION MATERIAL A TIOHAL SECTION:
PAYRENT FILL E LADE AT TIE UNIT CONTRACT PRICE PER TON FOP 'FOUNDATION MTERIAL" WHICH PRICE SHALL BE FULL
COMPENSATION FOP EXCAVATING AID DIHFOSINO OF THE UNSUITABLE VATERIAL AND REPLACING WITH THE APPROPRIATE
' FOUDATION MATERIAL PER SECTION I/-30,78(11
' 711 PIPE IWTA2EATIOW FOR"TEA "INS
7-11.3L06`IAYSNG DUCTILE IPGN PIPE ►1TH POLYETHY_}_E If�ALA$ENEM Ifi1PPIENEMAL 6EC'.]ON1
THE PULYETHN,'W ENCASEMENT SHA_L 41y0 E INSTALLED ON ALL APPURTENANCES. SUCH AS PIPE LATERALS, COUPLINGS,
FIRINGS, AM VALaS, IN ACOQM0,E WITH SECTION A-5 OF AHSI 21,5 OR ANNA C1D5.
' 7-11.3(091A CONVECTIONS TO IXISTING WA1NE IPAMIAL PVJACENENT SECTION'
ADD TO BEGINNING E PAPAEEAPH 2X
CITY FOICES WILL WAKE ALL CONVECTIONS TO IXISTIMS "INS. THE CONTRACTCR WILL PROVIDE ALL PARTS AID E
1 RESPONSIBLE FOR ECAVATING AID BACKFILLING THE TRENCH, If FOR WHATEVER REASON THE ENGINEEP DECIDES THAT
CITY FORCES WILL NOT PAKE CONNECTION TO THE EXISTING WAIN THE CONTRACTOR WILL NMKE THE CONNECTION UIDETF
THE SUPERVISION OF THE EMS;: AND PROCEED AS FOLLUNI
DELETE PARAGRAPH 7
t7-11,31111 INJNOSTATIt PRESSURE TEST IREPLACSMENT SECTION]
ALL OATEN .RAINS AID APPURTENANCES SHALL E TESTED DOER A MORCISTATIC PRESSURE EQUAL TO 15O PSI IN FXLM OF
THAT UNDEA WHICH THEY WILL OPERATE, IN NO CAE &HALL THE TEST PRESSURE E LESS THAN 200 PSI, ALL PIPS.
GAUSS, PLUM, SADDLES, CORPORATION STOPS. NISCELLANEDU16 HOSE AID PIPING. AND OTHER EDUTRENT NECESSARY FOP
PERFUEMING THE TEST SHALL E FURNISHED AID OPERATED BY THE CONTRACTOR, THE PIPELINE lkty SHALL E BAMFILLED
SUFFICIENTLY TO PREVENT ROVEMEM OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS $HALL E IN PLACE AID
' SUFFICIENTLY CURED TO EACH DESIGN STRENGTH BEFORE TESTING, WHERE PERRANEM BLOCKING I6 NOT REQUIRED. THE
CONTPACTOP SHALL FURNISH AID INSTALL TEMPORARY BLOCKING AID REMOVE IT AFTER TESTING.
MAINS SHALL E FILLED MIN WATER AID ALLOWED TO STAND UNDER PRESSURE FDP A MINIMUM OF 24 HOURS TO ALLOW THE
s_APE OF AIR AID/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER, THE OWNER BILL FURNISH THE WATEP NECESSARY
10 FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN SUFFICIENT QUANTITIES OF YTER AWE AVAILABLE
FOP HOWL SYSTEM OPERATION,
SUPPLEMENTAL $PECIFICAIT�NS RFVIJG/1Q/BS1 PAGE 25
' 7-�1.011 COMINI®
ALLOMBLf LEAFAGE PER IWO FT. OF PIPELINE- - 6PK
' MDOI.Fl Pip* D,%"EF' - 1pom
TEST
' PRESSURE
PSI
6 B 10 12 16 20 24
A P 4EC 0.25 1.27 1.59 1.91. P.55 3.16 3.82
■■ V T R 400 0.90 1.20 1.50 1.80 2.40 G.00 3.60
E E E P 350 D.84 1.12 1.40 1.69 2.25 2.81 3.3.
P S 6 E 275 0.75 1.00 1.24 1.49 1.99 2.48 2.99
A T S I 250 D.71 0.85 1.16 1.42 1.90 2.37 2.82
6 U 225 0.68 0.&0 1.13 1.35 1.80 2.25 2.70
' E R 200 0.64 0.95 1.06 1,2E 1.70 2.12 2.55
E
"I TKE PIPELINE UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOAABLE LEAKAGE
VlL, 9E THE SW E THE COIPIfTED LEM IGE FOR EACH SIZE, 0P FOP THOSE DIAMETERS OR F ESSURS
NOT LISTED BY TIE FORMULA STATED IN LECTION 74.2.11 OF THE STANDARD SPECIFICATIONS.
GAUGES USED LN THE TEST MY BE REQUIRED IO BE CERTIFIED FD' 'DLMCY AT A LABORATORY BY THE OMREF.
A VISIBLE LEAKAGE DMC%ED SMALL RE CORRECTS BY THE CMRRAC70P TO THE SATISFACTION OF THE JIMEP REGARDLESS (F
' THE ALLOMBLE LEAKAGE SPECIfIED ASDVE. SHOULD THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS
GPECIFIED. THE CONTRACTOR SMALL, AT HIS OWN D%PENSE, LOCATE AID REPAlI THE DEFECTS AND THEN RETEST THE PIPELINE,
ALI. TESTS SHALL BE WE WITH THE HYDRANT AUXILIARY GATT VALVES OPEN AID PRESSURE AGAINST 'SHE M9RANT VALVE.
AFTER THE TERI HAS BEEN COMPLETED, EACH GATE VALVE SMALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE
PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMMEDIATE EGGS OF PPESSLME ON
THE GAUGE WHEN THE PRESSURE COMES AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SMALL VERIFY THAT THE
' PRESSURE DIFFERENTIAL ACAMS THE VALVE DOES NOT EMCEED THE RATED ROBINS PRESSURE OF THE VALVE.
SECTIONS TO BE TESTED SHALL MORALLY BE UNITED TO 1,500 FEET, THE OWNFP MY REOUIPE THAT THE FIPSf SECTION OF
PIPE. NOT LESS THAN 1,00C FEET IN LENGTH, INSTALLED By SACK OF THE CONTRACTOR'S CREWS. E TESTED IN ORDER TC
ONALIFY THE CREW AND/DP THE MTERIAL. PIPE LAYING SMALL NOT BE CONTINUE) MOM THAN AN ADDITIONAL '.000 FCI
UNTIL THE FIRST SWTION SMALL HAVE BEEN TE67M SUCCESSFULLY.
1 PRIOR TO CALLZNG OUT THE ONER TO WITNESS THE PRESSURE TEST. THE CONTWTOP STALL HAVE ALL EOU PWFNT SET UP
COMPLETELY READY FOR OPERATION AND SMALL HAVE SUCCESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IE IN A
SRTISFACTOfi CONDITION,
BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHA�L BE DWELLED COMPLETELY FROM THE PIPE, VALVES AM
HYDRANTS. If PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE COMPACTOR SMALL INSTALL EVAPORATION
COIFS AT BUCK POINTS GC THAT THE AIR CAN BE EXPELLED AS THE LINE 16 FILLED CTh WATER. AFTER ALL THE AIR WS
' BEEN EXPELLED, THE CDWORATION COCKS SMALL BE CLOSED AN) THE TEST PRESSURE APPLIdJ. AT THE CONCLUSION OF THE
PRESSURE TEST, THE CORPORATION COON.; SMALL E MNOVW Alt PLU%W.
' TEE TEST SMALL E A:;I)WLISIED 81 PLMPIN6 THE MIN UP THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINI" OF 15
MINUTES UP 0 A MAXIMUM OF 60 MINUTES AS DIRECTED BY THE OIMEP, APO THEN PLOP THE MIN UP TO THE TEST PRESSURE
AGAIN. OURINU THE TEST. THE SECTION BEING IESTED SMALL E OBSERVED TC DETECT ANY VISIBLE LEAFAGE, A CLEAN
' CONTAINER SHALL E USED FOR HOLDING MIER FOR PUFIM.C. UP P-ESSUPE ON THE MIN BEING TESTED. ThIS MAKEUP %'TER
SHALL BE STERILIZED BY THE ADDITION E CHLORINE IL A COCCNT ON E 50 MWL.
1
SUPPLEMENTAL EPECIFICATI, < REViOL 10/85i oAGE 26
7-1�3t+,I coxuw.w�
THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PPE,SS RE SHAY ME ACCURATELY DE-ERMINED BY
EITHER 11 PUMPING FROM AN OPFM CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS C" ME MADE BY
TVE AVER on. 2) BY PUMPING IMFWAIGN A POSITIVE DISPLACHEM WATER METcP WITh A SWEEP ART ,,,ND EG:STENI46 ONE
GALLON PER EVOLUTION, THE NETER SMALL BE VPRDVM BY THE OVER,
ACCEPTABILITY O THE TEST WILL BE QE7EMMIkW BY TW FACTORS, AS FOLLOWS:
1, THE MANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE MtMSEP (F GALLONS PER MOUP AS U.!EL IN THE
' FOLLOWING TABLE,
2, THE LOSS IN PRESSURE SMALL NCT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD,
7-11.3(1TI OECMLOplk.'IOM 15tppLEMjMAI 6ECTI OMI
' OECHLORINATION OF ALL WNTER USED FOP CISIMFECTION SHALL E ACCOMPLISHED IN ACCCMDANCE WITH THE CITYS STANCARC
DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SMALL NOT BE DISPOSED INTO THE STORM
DRAINAGE SYSTEM OR ANT EATERWAY.
7-11 3(13] COKRETE TMISM BLOCKING IRE 'EMEM SECTION)
PROVIDE :ONCRETE BLOCKING AT ALL FITTINGS AND HORIZONTAL ON VERTICAL ANGLE POINTS, CONFORM TL 101 STANDARD
' DETAIL FOR GENERAL BLOCKING *REIN AN+ THE APRA STANDARD DETAILS FOP VERTICAL BLOCKS. ALL FITTINGS TO SE
BLOCKED SMLL BE VPAPPED WITH 4-MIL POLYETHILENE PLASTIC, CONCRETE BLOCKING SHALL BE PROPERLY FORMED WATH
PLYWED OR OTHER ACCFFTABLE FQMM.IMG MATERIALS AND SAIL NOT B POURED AROUND JOINTS, THE FORMS SMALL BE
STRIPPED PRIOR TC SALSFILLING. SMAGt LF RODS, WHERE REQUIRED, SMALL BE INSTALLED WITH TIE USE OF SMAGtUE LUGS.
All SHACKLE RODG SHALL BE GALVANIZED OR CONED WITH TWO COATS OF AfiPMLT VARNIGN.
7q9 VALVES FDA WATER MAIMS
7-12,2 MATERIALS GUPv KNTAL SUCTION,
' VALVES SMALL BE DESIL7NED FOP A MIINIMUN WATER OPERATING PMESSINE OF 20C PSI. FATE VALVES SHALL E IOW IIST 14,
MUELLEP COPARV NO. A-2380, PACIFIC STATES, U.S. METROPOLITAN. KENAEDY, OF H A N,
APPROVAL OF VALVES C-HER THAN MODELS SPELIFIEC SHALL BE OBTAINED PRIOR TC BID DPr.M1NG.
ALL GATE VALVES LESS THAN ,2" IN DIAICIEP SHALL INCLUDE NN B^ a 20 CAST IRO GATE VALVE BID, AK EXTENSIONS, AS
t REQUIRED, ALL 12• DIAMETES AK URGER GATE VAL46 SHALL BE INSTALLED IN A VAULT, GEL WATEF SIAKAFE DETAIL FOP
12^ GATE VALVE ASSEMBLY VAULT AND 1• BYPASS INSTALLATION.
' 7-14 WVDRANTS
7-14,31011 SETTING WUPAN 5 INOUJIDAL SEC110N1
HYDRANTS SHALL E INSTALLED IN ACCORDAMOt WITH AWWA SPECIFICATIONS CBOD-77. L:CT10N6 3.7 AM 3.6.1 AK THE MTEF
STANDARD DETAILS. HYDRANT AND GUARD POSTS GALL OF. PAINTED IN ACCORDANCE VITA THE WATER STANDARD DETAIL. ANON
' COMPLETION OF HYDRANTS TFE PMJECT. ALL FIREDRANTS SMALL E PAINTED TO THE Cin OF NEMTON SPECIFICATIONS AND GUARD
POSTS PAINTED WHITE. FIE HYDRANTS SMALL E O SUCH LENGTH AS TO E SUITABLE FOR IM6TN.LATION VITH CONNECTIONS
TO B", B" 'NO ID" PIPING IN TRENCHES 3 - 1/2 FEET DEEP UNLESS OTMEMISE SPECIFIED. THE WYORANT SHALL E
DESIGNED FOP A 4-712 FOOT BURIAL MERE 12• AND LARGER PIPE .S SMOWN UNLESS CTMIERVI BE NOTED ON THE PUN,
' SUPPLEMENTAL SFEC7FIUTIDMS BEVIDB/10/85) PAGE 27
' 7-1A.3 02 AYDMNT CONNECTIONS (ADDITIONAL SECTION)
FIRE HYDRANT A6;EMBLY SHALL INCLUDE G.I. TEL (k X FL;, S' GTE VALVE NFL t M1l!. r C.I. WOOL (PE X PEI 5'
' N.V.O. FIRE M9RANT [NJ CONNECTION), B' a 24' UST IRON VALVE BOX, AND 3/4 INCH .HACKLE RIC WITH ACCESSORIES AM
TWO CONCRETE SLAM POSTS. PAINT SMCN.IE RODS AS SPECIFIED IN SECTION 74.2.13.
t7-14.3(031 RESETTING EXISTING WDRANTS 'PARTIAL REPLACEENT SECTION)
REPLACE 0AAAIAAPH 2 W:TM:
THE METMD OF MMESS:NG THE HVCRANT SHALL BE DETERMINED 8, THE COIL:TIDNS FOUND IN THE FIELD ANC SHALL BE
RESMCKLEC AM REBLOCFED AS C:RECTEU SY THE ENG:MEEF.
7-1 A.5I011 HYDRANT ASSENALY (SLVPLEHENTAL SECTION]
THE UNIT COMTNVCT PRICE PER EACH FOR 'HYDMNT A65EJNBLY COFLETE' SHALL BE THE SAME AS 'HYDRANT ASSEMBLY' INCEPT
THAT THE 6-INCH OIDTILE IRON PIPE CONNECTING THE HYDRANT TO THE MIN SHALL E INCLLEED IN THE UNIT CONTRACT
PRICE FOP 'HYDANT ASSEMBLY CONFLETE .
7-14.51021 RFSETTING EXISTING MDMNT6 I6tDP E�MENCAL EFL'T ON
' SLICKING SHALL ASC BE INCLUDED AS AN INCIDENTAL 1704 TC 'RESETTIM EXISTING HMPAWE'.
7�4.5(03) MOVING IX:CTIMG HYOMNTS LSIPP�ENTAL SECTION)
BLOCKING SHALL ALSO E INCLIDEG AS AN INCIDENTAL ITEM TO 'ROVING D(IMK M'ORANTS'
' 7-15 SERVICE C0186.T OWS
7-15.3 CO'STPLCTION OF ILE !REPLACEMENT SECTION)
' REPLACE 1At SENTENCE PARAGRAPH 5 W:THt
PIPE MTERIALS USED TU EXTEIC OR FBLACE INI671WG WATER SERVICt LINES SMLI E COPPER, RALVANIZED OR OUCTILE
IRON PIPE.
SERVICE LINE CONNECTION TO lE NEW MIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF ENTON SOUK HEREIN AS
A PUCALE. THE ENG:NEER WILL INICATE THE LOCATION F,P THE TAPS ON THE NEW MIN FOP EACH S'PVICE TC E
CDNECTE.
THE CONTRACTOR WILL D:PEM TAP MIN FOR 3/4' SERVICE, THE CONTRACTOR WILL USE COPPED TUBING, TYPE A, SOFT FOR
3i A' SERVICES.
{ TYPE 11 CONMEC�IONS TO EXISTING COPPER SERVICES WILL E WE WITH FLARE TYPE, TNNE PART UNION COLPLINS.
■ TVPE Ilt WERE EXISTING GALVAN:ZEL SERVICES EXIST. THEY SHALL E PESLACEE WITH A NEW COP^EP PIPE SERVICE TC THE
Q PROPERTY UK. (STEPS SHALL E LOCATE! 1N PLANTER STRIP ETWEEN 6IDEMU AID CURB).
TYPE 1111 WERE FUTURE STUB SERVICES SHALL E IMSTALLEC TEl SHALL E .,.STALL$ AS ABOVE. TC THE PRO Un UE
WITH A NETEP BIN )LESS 3/4 METER). A SOLID COAL TM MED SPACER THE LENGTH OF A METER SHALL E ImSTALIED IN
PLACE IF THE METER.
1
61PFLLMENIAL SPECIFIJTIONS REVIOS/1C.'R5) PAIR 28
7-17 BANTTARE ESM
_-172 MATERIAL "ATIAL PEFIACEMEWI ffrL,N:
IN PAPAIWUPH 1 DELETE: A B S COMPOSITE. ASESTOS SONDE CORRUGATED 61LEL
tIN PARAGRAPH A DELEId A B 6 COMPOSITE SEWN PIPE 5-05.14
7-17.31411 TELEVIS:Oh INSFECTIPY IFPPLEMEHTAL 6ECf:OH
ONCE THE TiLEV:SIIN 104PECTION HAS EEh .:ONPLETE THE CONTRACTOR SHALL SUBMIT TO Tit 'ESGINEEP THE WFITTFN
REPORTS OF THE INSFECTICA PLUS TT . VIDEL RAPES. 6A:D VIDEO TAPES AE TO IFIN COWP ANC.CO PATISLE V..'.H THE
CITY'$ VIElr%G ARE: RECWDING SYSTEMS.TE CITY SYSTEM ACCEPTS 1/2• RIDE HIGH DEEITV VHS TAPES. THE TAPES WILL E
' PUN AT 67ANOAM6 SPEED SP (1 5/1$ 1.P.6.1.
7-17.4 MEASLPEAIEM_LARTIA�REP161M NT 6SCT ON
' REPLACE PARAGRAPH A WITH
E%CAVATIDN OF THE GENIE TENCH WILL E MEASURED THE SAE AS STRUCTURE EYCAVATION CLASS B AS SPECFI.M 1N
SECTION 2-M
' 7-17.5 PAYENT iPAPT1AL REPLACEMENT SECTION]
t REPLACE ITEM 1 IHICUGH B PARAGiAPv 1 WITH:
1• 6Nm to rT SWNer PNPN•, PN, UN,Nr Frot
2. __ _TnN• PA+ Sac;,3. •T.V.•InApNtt ron• PNr Law SPN
REPLACE PARAGRAPH 2 WITH:
THE UNIT CONTRACT PRICE PER LINEAR FOOT FOP SCUFF PIPE OF THE PIRG AM SIZE SPECIFIED SHALL E FULL
COIFENSATIOM FOR FURNISHING. HAULING AND ASSEMBLING IN PULE THE CGPLETED INSTALLATION INCLUDING ALL
FPECIAL FITTINE. JOINT MATERIALS. TESTING PEP SECTION 7-17.3141 Aft AC.RSTMEWT SP INVENTS TO MANHOLES FOP
THE CONPLETION U THE INSTALLATION TD THE REOLIPEL LIES ANC SPADES.
' DELETE PARAGRAPHS 3 NM a
' 0-04 CTWGS,Gurr R, IPILLMYS An IEFT6
WA.3111 DEMENT CONCRETE CURBS, BUTTERS AND SPILLMNYS EPAPTIAL REPLACEMENT ECTIONI
REPLACE PARAGRAPH 1 WITHt
CEMENT CONCRETE CURB, CURB AND BETTER. SURER ANC SPILLWAY $HALL E CONSTFIL:7ED WITH AIR ENTRAINED CUCPETE
CLASS B SPECIFIED ON THE STANDARD PUNS AND DOIFOlMT�1 TO THE REOLIAa*JaS IF SECTION 6-M.
IN PARAGRAPH S. UST SENTENCE DELETE; 'CLASS B•
t !97 PEP TIME IC LUB "A 5LII7 TENFEIC N'W
8-07.1 OESCRIPTI ON RREPLASIENT SECT;ONJ
THE CONTRACTOR SHALL FURNISH ARE INSTALL PRECAST •'y:FIC CURB AN. �LOEn TRAFFIC CURB R THE DES:R. ANC TYPE
SPEIFIE IN THE PUTS. THE CURB WILL E METAL- ACCORDANCE WITH TEE SPE"IF:CATIONS AME PEP THE CRT OF
RENTCM STANDARD PUNS AT THE LOCATIONS INDICATED IN " PUNS OR AS CIPECTDP BY THE ENGINEER.
SUPPLEMENTAL SPECIFICA'IDNS REV(DE/M d5) PAGE 29
8-07.5 PAYWM'T IRBLACEMEMT 6ECTIOM1
PAYMENT SHALL E MADE 6Y THE FOL�ORM6:
' (11 'Precast Tnfflc Caro, Type A' par Lin. ft.
(Bi 'Precest Trefflc Curt, Type C Per Lin. ft.
(3) 'Glazk Tnfflc Cub, Tyne A' per Lin. ft.
(A) 'Stock Trefflc Curt, Type LC per tin. ft.
S-OS R.SNTIC 11MFFIC `"OSS
5-08.1 DESCRIPTIGN (REPLACEMENT 6ECTION
THE CONTRACTOR SHALL FURNISH Nu INSTALL WF:TE OR YELLOW PLASTIC TRAFFIC smChS WHEW SHON, ON TICE PLANS, OR
DEW DIRECTED BY THE ENGINEEP.
R-08.E MATEKALE I6tPPLEMENTAL 6EC1I01I'
THE PLASTIC TWFIC BUTTONS SHALL CONFORM TC APPLICABLE :REVISIONS S ECTIOrE 8-08 no 8-30.
6-08.3 CONSTRUCTION WOUIREMENTS (6lPP WAL ECIIDNI
THE PLASTIC TRAFFIC SIMONS SHALL E ATTACHIM IC THE PAVEMENT BY ONE OF THE FOLLOWINSN
' 1. PL¢Inp Tsck Coe% of Net PUIng ANpha Lt on POI-- _-feca mo fIMLY PrMSinp the Dutton ante It,
, e. P:¢Inp AEhes'v I..Vl on Perernt earfeee eM Preeefnp tM Dutton onto it.
B-OE.A MEASUREMENT [REPLACEMENT 5ECTI O9W
MEASUREMEW WILL E Br THE UNIT, COMPLETE IN PLACE.
8-06,5 PAYMENT [REPLACEMENT SECTIOMj
' PAYMENT SHALL E BY THE FOLLOWING;
(1) -10- Plesllo Treff,c Button, co Lel,__' Per On.
E-OS. LAZE MIREIS
' B-0e.4 MEAUEMEM [REPLACEMENT SECTION]
' MEA6IPEMBIT WILL E LAW WARREN, TYPE I and TYPE Il BY THE UNIT Lj PLETE IN PLACE.
B-0S,S PAYMENT [REPLACEMENT SECTION]
' PAYMENT SHALL E BY TN. FOLLOWING]
(1) "A' LAW LINE MARKER, TYPE I, Wit" Per Each
121 ' ` LAW LIME "IFER. TYPF II. COlDR163' Per Each
1
SUPPLEMENTAL SPECIFICATIONS AMO8/1O/651 PAGE 30
.S-389 Sewer Trunk Replacement 3
Hs TOIABIEWT CANS
iB'13.9 L(VOTRLCi2ON RfOU/PEMEMTE LPAPTIAL REVUCE'MkLNUT SECTIOkI
REPLACE PARAGRAPH A
TIE MONUMENT WILL BE FURNISHED AID SET P THE COMTRACTDP UNDER THE DIRECT SLPEPVISIOM OF THE CI71fS SLPVEVDP. 1
81 J.} pRVMENT I61Pc�MENTAL SELTIDNI
iTHE MONUMENT WILL ALEC BE SIPPL EC AND PLACED AS PART SP 'MONUMENT CASE ANC COVER' AND ALL BORN IN SUPPLYING
SAID MONUMENT SMALL BE CONSIDER® INCIDENTAL TC THIS ITEM.
HA coo, Cwwn BIDENUs
►-04.P NIATERI PARTIAL PEPLACEMENT SECTIONI
DELETE PARAGRAPH 2
' B-t4.31A) CURING (PARTIAL REPLACEMENT CT ON
' REPLACE PAMiUPH I ■1l,
THE CONCRETE SIDEWALK SMALL BE CURED FOR AT LEAST 72 HOURS AS SPECIFIED 1N 5-05.311318 DR AS APPROVE[) BY THE
ENGINEER. DURING THE CURING PERIOD, AIL TRAFFIC, SCTH PEDESTRIAN AMC VEHICULAP, SMALL E EXCLUDED.
VEHICULAR TRAFFIC SMALL E EXCLUDED FOP SUCH ADDITIGNAL TIME AS THE ENGINEER MAT DIRECT,
i
U16 uREw
i8-15.A MEASUREMENT JPAVIAL RVLACJMEW 5ECTIOMI.
REPLACE PARAGRAPH 2 WITH:
iMAID PLACED RIP PAP WILL BE MEASUPEr BY THE TON OF RIP PAP ACTUALLY PLACED AM ACCEPTED.
REPLACE PARAGRAPH 3 WITH,
' FILTER BLANKET BILL E MEASURE; BY THE TON FOR MATERIAL ACTUALLY PLACED AMC ACCEPTEC.
0-1 s5 5 pRYMENf IPAFTIAL pEPUCEMENT 6ECT10 I
iPARAGRAPH 1 REPLACE ITEMS 3 AFC T EITH%
3. 'w+w FLACAa RIP RAP', per TOP
'futAr BLIHNAt' Poor TaP
' RLPUCE PARAGRAPH 3 WITHI
THE UNIT CONTRACT PRICE PER TON FOR 'FILTER BUNUIE^ SMALL PE FULL COMPENSATION FOP ALL COSTS IN CONNECTION
' WI*"FUPN:SP;MG ART FUCINC A FILTER BLANKET.
FBO ILLUMINATION,71MFF IC SIYIA: fYRB4 !.� P,
i31P) EXCAVATING AND BAEFFILUNG IREPUCEMEN RfOM
i THE CONTMACTC "MALL SUPPLY TMEFCN WITHIN TIE UNIT WIDTHS AND IC THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED
ON THE CONTRAL PLANS OR AS DIRECTED BY THE ENGINEER.
i
' SUPPLEMENTAL SPFDIFIUT'OMS REV106/10/851 PAGE 31
F20.3f21CON7 IMIED
ALL TRENCHES SHALL E BACKFILLED IN ACCORDANCE WITH TIE APPLICABLE PORTIONS OF THE 67AMAM SPECIFICATIONS,
TRENCHING FOR CONDUIT RUNS SHALL BE 001E IN A MEAT MANNER WITH THE TRENCH NOTION 94ADED TO PROVIDE A UNIFORM
GRADE.
1 NO WORM SHALL E COVERED LMT:L IT HAS BEEN EXAMINED BY THE ENGINEER, BAtAFILL MATERIAL USED FGP FILL AROUND AND
OVER THIS CO�IOU17 SYSTEM SHALL HE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX INCHES
ABOVE THE LONCUIT.
' TRENCH WITHIN THE POAOWY AREA SHALL USE SELECT TRENCH BACKFILL AID SHALL CONSIST OF MATERIAL AS INDICATED IN
THE SPECIAL PROVISIONS AMC SCHEDULE OF ?RICES. THE SOURCE AID QUALITY OF 711E MATERIAL SMALL BE SUBJECT TC
APPROVAL BY THE ENCINEEP. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITH ACCEPTABLE MATERIALS FROM
THIk EWdVATION AMC SHALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS.
' THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE
COMPLETION CF THIS PRRCJECT.
TIE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL WE AT THE OPTION OF THE CONTRACTOR, TRENCH WIDTH WILL. HOWEVER. BE
OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN )ME DEPTHS SPECIFIED WHILE
MAINTAINING THE MINI MINT COVER.
' MEASUREMENT FOP TRENCH AND BACKFILL .,I BE BY THE LINEAR FDCT.
MEASUREMENT FOR SELECT TRENCH SACKFILL WILL WE BY THE TON.
PAYMENT MILL BE MADE UDERH
III 'TREND" AND BAIXFILL• _WIDE, _DEEP, par Linear Foot.
(2) 'SELECT TRENCH BkCKFILL', Par Ton.
TIE UNIT CONTRACT PRICE FOR TRENCH k D BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION FOP EXCAVATING,
e LOADING. NAULING AMC OTHERWISE DISPOSING IF THE W67L MATERIALS, FOR BACKFILLING AND TAMING BARFILL HATEPIAL
AID FOP THE RERTDMTION E THE TRENCH AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE
WITH THESE SPECIAL PROVISIONS AND THE STAMDARC PLANS AID SPECIFICATIUNS.
6-20,3(41 FOUDATIONS - CONCRETE IREPLACEMEFT SECTION]
THE CDNTHACTOP SHALL PROVIDE ALL MATERIAL FOR AND CONSTRICT THE FOUNDATIONS FOR ANC TO THE DIMENSIONS SPECIFIED
1N TABLE T BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO E I167ALLM THEREON.
ALL EXCESS MATERIALS ARE TO E AU40VED FROM THE TOLDATIOM CONSTRICTION S1TE AID OISPOSE) OF AT THE
' CONTRACTOP'S EXPENSE,
CONCRETE SHALL E PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR
SHALL BLOCK-OUT AROUND AM OTHER UNCERSWUND UTILITIES THAT ,IC IN THE EXCAVATED BASE GO THAT THE CONCRETE WILL
NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SHALL E TROWELED, BRUSHED. EDGED AID FINISHED IN A
WORMMHNSHIP-LIKE HARPER. CONCRETE SHALL E PFOMTLY CLEANED FROM THE EXPOSE` PORTION OF THE ANCHOR BOLTS AMC
CONDUIT AFTER PLACEMENT. FOUNDATION SHALL ALL E CLASS 'S' CONCRETE.
AFTER A CURING PERIOD OF TWO WEEKS. THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON.
1
t
GIPPLEHENTAL SPECIFICATIONS REV(Ofi/i0/951 PAGE 32
B-PD 3 A CONiIM
TABLE L
' TYPE OF DEVICE DINENSI OIE
' Street Light Poi• A' Do" a 3' 6R, er 0ie,
Sfgnel Po to 7' Dee, 0 3' SR. or Cie.
Signet Cantrol for bee Coteit Sent
' Street LigEv Control Cabinet Soe Ootait Shoot
SPWIet Bove See Doteit Shoot
ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW:
Ill WHERE SIDEMLF DP RAISED ISLANDS ARE TO EE CONSTRUC7ED AS A PART OF THIS PROJECT. THE TOP OF THE FOUNDATION
SHALL E PACE FLUSH WITH THE TOP OF THE SIDEMU OR ISLAM. (SEE DETAIL SHEET]
' (21 WHERE NO SIDE%ALAS APE TO E INSTALLED, THE OWE FDA THE TOP OF THE FOUNDATION SAIL E AS SPECIFIED P
THE ENGINEER. (SEE DETAIL SHEET)
' ALL CONCRETE FOUDATIONS HALL E LOCATED AS PER STA710MING ON THE PLANS OF AS LOCATED BY Tit ENGINEER IN THE
FIELD.
NEA"ENENI WILL E BY THE UNIT FDA EACH TYPE SPECIFIED, LOPPLE)E IN PLACE.
PAYMENT WILL BEHAOE UNDER:
' (I) "_ FOIIIDATIDN PEP EACH
0-20.3151 CONDUIT (REPLACEMENT SECTIONI
THE CONTRACTOR SHALL PROVIDE AID INSTALL ALL CONDUIT AID NECESSARY FITTINGS AT THE LOCATION& NOTED ON THE
PLANS. CONDUIT SITS SHALL E AS INDICATED ON THE WIRING AID CONDUIT SCHEDULE SWIM ON PLANE.
60MUIT TO E PROVIDED AND INSTALLED SHALL E OF THE TYPE INDICATED ELON:
I'1 SCHEDULE 9 HEAVY MLL P.V.L. CDWGWIW TC ASTN STANDARDS SHALL E I16EC IMENCVEA THE MMUIT IS TO E
PLACED OTHER THAN WITHIN THE ROADWAY AREA.
12) SCHEDULE 9 EMPA HIAVr WALL P.V.L. CONFOWING TO ASTN STANDARDS SHALL E USED WHEN THE COMU:T IS TC CE
1 PLACED WITHIN THE ROADWAY AREA.
ALL JOINTS SHALL E PACE WITH STRICT COMPLIANCE TO THE NANIFACTUEP'S RECUNMENDATIDNS REGARDING CEN£NT USED AND
' ENVIROIMENNTAL CONDITIONS.
NEASURENENT FOR CDMUIT WILL E SY THE UHEAP FOM.
' PAYMENT WILL E MACE UNDERt
Ill 'CONDUIT. P.V.O.. SCHEDULE 40, __• Per Lin. Ft.
]21 `CONDUIT , P.V.C., SCHEDULE BUJ ' Per Lin. Ft.
' SLPPI-EMENTAL SPECIFICATIONS PEV(OS/tUBS] PAGE 33
' b-2Q•3j6i JU![TlON BCDtE.^. IPffUCEMENf 6ECY1 DOI
TIE COMPACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES Cr THE TYPE ARE Sig AT TTE LOCATIONS GPECIF RED IN TIE
PLANS AIC AS PER DETAIL SHEETS.
THE INSCRIPTION ON Tit COVENS OF ALL JLACTION BJYES SHALL E AS INCILATED BELOW:
1 (1I STREET USMIN6 ONLY, 'LIBNEIIW
' 113 SIGNAL DHLYt '6:9tAL8•
13) TRAFFIC SIGNAL APE: STREET UGHTINGt 'TS-LT•
IA) TELENETIN ONLYt •TELEIETPY'
IMSCRIPTIONS ON JLVCTION MEE PERFORNIN6 TIE SAME FUNCTION, I.E. $TREE, UGWIHG. TRAFFIC SIGNAL, OR BOTH,
SHALL E WNSi STENT TMOUGICLT THE PFCJECT.
AU JUNCTION BOXES SHALL E INSTALIEC IN CONFOFRARCE WITH PROVISIONS CONTAIMEL IN THE STAICAIC PLANS APE DETAIL
SHEETS.
' WASH 04M WILL E BY TW MI FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE,
PAYMENT WILL E RACE LAGER)
'OESi6H JIMCTIOM BtK•. PEP FA[N,
THE UNIT COMPACT PRICE PER EACH FOR 'DESIGN B` OR •DESIGN C' JUNCTION BON SHALL E FULL CDAPENSATION FOR
F(SINISNING SAME AND FOP ALL COOS OF LABOR, NATERIAL, TOOLS, AND FOLIPOW NECESSARY TO PROVIDE AND 1M6TALL THE
JUNCTION IMES INCLICING EXCAVATION. BACKFILLING AND COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AK
DETAIL SHEETS.
^-20.31B) 6ROUIC2N6 IREPLACEMEM SECTION)
ALL STREET LIGHT SIANCARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND EIGNAULIGHTING SERVICE WIWI$ SHALT
E GROUNCEC TO A COPPER CLAD SCUD METALLIC SOUK PAC 5/8' IN DIAMETER N B'D• IN LENGTH CONFUTE WITH A AS HARE
C "F BUICING 67RAP LIICATEC IM THE NEAREST JUACTION BIB, GAOUAC REDS ARE CCMSIDEEU 141SEELLAMOLS ITEMS ARE
THE COST 15 TO E INCLUDED WITH THE EIMER IF CDICLCTORS,
8-2C.311,�J1, 6RPVICE IPEPLAGEME IR 6E[T1DNJ
THREE TYRES OF POWEF SERVICE ARE UStV AS IIEZU74E ELOWt
11) TYPE 1 SYSTEM SHALL E SINGLE PHASE 120 VCIT, 2 WINE, 60 CYCLE A.C. 'TRAFFIC SIGNAL SERVICE O0..Y)
(2) TYPE IL. SYSTEM SHALL E SINGLE PHASE 240 VCLT. 2 WIPE, 60 CYCLE A.G. (STREET LIGHTING NON CONTACTOR,
INCIVIDWL CONTROLLED PHCTO-CALL WITH NO ELTML WIRF)
' 13, TYPE III SYSTEM SHALL E SINGLE PHASE 120/240 VC0, 3 WIRE 50 CYCLE A,C. ISTIEET LIGHTIMG CONTACTCRTRAFFIC
SIGNAL, NGOLKE NEUTRAL SEPY•CE)
'HE POWER SERVICE POINT HALL E AS ACTED ON THE PLANS ARC SHALL E VFRIR;EC BY THE ELECTRICAL 6ERVIL,K UTILITY.
' SIAPLENEN AL SPECIFICATIONS REV(06/10/851 PAGE 34
' 0-20,31131 ILLUMIMATIDNtiti� ISIPPLEIEMAL SECTION;
UIDERMOOPD COADLCTOS FOR THE STREET LIGHTING CIiCUTT SHALL E STRAND& COPPER, TNW OWE W:TH 60C VOLT
INSULATIUM OF THE 612E NOTED ON THE PLANS AND WIRING SCXEOLLE.
SPLICING OF THE STREET LIGHTING CIICIRT WILL E WE ONLY IN AKTION LIKES AND THE SPLICE NIT SHALL CONSIST Ni
t A PESBUE TYPE DEVICE WHERE THE COWECTION I THE WIRE TO THE SIT IS ACHIEVED IN CRIMPING OF BY A [OPPRESSION
MOLT. PC TWIST ON TYPE COMECTOS SHALL E ALLOWED. AFTER THE SIT HAS SEEN INSTALLED. ALL 0P06EI SUWACES OF
WERE AND KIT SHALL E PLACED IN A CLEAR PLASTIC FORM AID FILLED WITH EPIKY TC FORP A MTER-TIGP' SEAL. MATERIAL
t IM6& FOP THE SPLICE SIT SMALL E CIPATIEF WITH THE IRE MATERIAL. TWO 11111K DISCONNECT KITS, G.E.C. OF &OWL.
SHALL E FLPh:SH& AMC INSTALLED. WITH FOES. SY IKE CONTRACTOR FDA EACH L16FT STAICAND INSTALLE1. ALL
MATERIALS SMALL E COMPATIBLE WITH THE COPPER CICIICTOIS AM ITS INELLATION. THE CDWWCTOR SHALL SUBMIT
SAMPLES OF THE MANERORS PROPOSED FOR IRE TO THE ENGINEER FOR APPROVAL
' 1-20.3(111A LIGHT STANDARDS ISiPPLEENTAL SECTION!
' THE MARC MOLE SMALL E LOCATED MOo TO THE DAVIT AIM ON THE SIDE AWAY FROM TNAFF IC, A GROOD LNG LGG OR NCI SHALL
E PPCVIOEO IN TE HAND IDLE FRFME OR INSIDE THE HAND IDLE FRAME OR INSIDE THE POLL SHAFT TO ATTACH A OPOUHC
MONC MG STRAP.
' ALL POLLS AID DAVIT AIM SMALL E DESIGNS TC SIFFCRT A LIMIMIE EIGHT I SC LE. OR NONE AM TC WITHSTAND
PESSLRES CAUGS WI WEIR LOADS OF LS M.P.N. WITH 6M7 FAROP OF 1.3.
ALL POLES SMALL MAINTAIN A MINIMA SAFETY FACTOR OF 4.38 P.S.I. ON YIELD STRENGTH OF EIGHT LDAC ANC 2.33 P.S.I.
POP BASIC Wi NC PRESSINE.
DAVIT ABS
THE OMIT MU ARM SMALL INCORPORATE A 5'9' RADIUS EIC AS MEASLO& FROM THE CENTERLM OF THE SHIFT. TE
OLrMP PORTION OF THE ARM SHALL E NEARLY HORIZONTAL TC -4 ABOVE HORIZONTAL AND SMALL E FURNISH& WITH A 2'
' DIAMETER SLIFSI'TEP WITH A MAKIMH LENGTH O '_'.' TO FIT THE L.MIMIE SPECIFIED.
TE POLE EMC OF THE DAVIT AIM TUE SMALL E FASTENED SECURELY TO TE TOP O TOG SHAFT FNMOICINS A FLUSH JOINT
' WITH AN EVEN PPOiLE.
ANCHOR BASE
' A ONE PIECE AEHOP RASE OF ADEOWTE &TERON. SHAPE AND SIZE SMALL E SECUED TC THE LOWER END I THE SW=T MO
THAT THE LASE SHALL E CAPABLE O EGISTERS AT ITS YIELD POINT Tit ENDING NOMEWI OF TE SHAFT AT ITS YIELD
POINT. I* BASE SMALL E PROVIDED WITH FOW SLOTTED OR FOOD HOLES TO RECEIVE THE AMCMOP BOLTS, NUT COVERS
' SMALL E PROVIDED WITH EACH POLE.
ANCHOR MOLTS
FOUR HIGH STRENGTH STEEL ANCHOR MOLTS. FMH FITTED WITH TWO MCKNUTS AM TWO WAGER&. SMALL BEFIPNISED WITH THE
POLE LAZ AMON DOLT SMALL HAVE A A' 'L' END AT THE BOTTOM ENO AHD E THAWED AT THE TOP END. THREADED
ENDS. ALL HALTS AW MSMEE SMALL E NOT DIP GALVANISED. THE AILMCP MOLTS SHALL E CAPABLE OF RESISTING A
' YIELD POINT THE ENDING MOMENT O THE SMART AT ITS YIELL POINT.
MIMOELLAMIEOUS HARDWARE
' ALL HATME MELTS, NITS. ML -. MEEE, ETL.I WEED& TC COMPLETE THE INSTALLATION SHALL E E'A:NLESS STEEL.
EASU+EPENT W:I.L E S THE OUT PEP EACH. COEVFTE IN PUCE.
PAYENT WILL E RACE ..n:EF:
I11 'STREET LIGHT STANDARD PEP EACH,
SOPPLEENTL, SPECIFICATIONS REVIDS,TO/6S) FADE 3-
' B-2-13t131A CONTINUED
1.0, (IDENTIF:CATION FOR POLESI
TE CONTRACTOR SMALL SUPPLY AM INSTALL A CON81MIJOW E *.DIGITS APO OE LETTER ON EACH LI ENT POLL. THE LETTER
AND OWERS CLMBIWt TION -HALL E MOUNTED AT TIE 15 LOOT LEVEL ON THE MOLE FACING APPROACHING TR/FF iC. LEGENDS
SHALL E SEALED WITH TRANSPARENT FILM, RESISTANT TO DUO. WEATHER AEG ULT9NVIDLET EXPOSURE, THE DECAL MAKERS
tSHALL E 3 INCH SOLARE WITF GOTHIC GO:.C. WHITE iEFLLLTORIZED 2 INCH LEERED M A BLACK BACKSAKUEG.
I.O. NIMBEP PILL E AEG!SHED TO EACH POLE AT THE EEG OF THE COT PACT OR PRGIECT BY THE CITY TRAFFIC ENG:NEE A:NG
OFFICE
COST FOP THE DECALS SHALL 7E CONSIDERS INCIDENTAL TO THE CONTRACT BIC.
DELETE COMPLETE SECTION AMC REPLACE WITH THE FOLLOWING%
LISHT STANDARDS WALL E SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS IK:CATED BELOW
' AM THE DETAIL SHEETS AT THE EEC OF THEE SPECIFICATIONS.
THE POLE SHIFT SMALL E PROVIDED WITH A A• a S' FLUSH HAND MOLE NEAR THE BASE AID A MATCHING METAL COVER SECUEL
' WITH STAINLESS STEEL SCREW$ OR BOLTS.
ALL TENONS SMLL E FACTORY INSTALLED AMC ALL WELDING SMALL E COMPLETED PRIOR TO GALVANIZING.
ALL 61GML POLE FOUNDATIONS SMALL E CONSTRUCTED TO PROVIDE THE POLL ORIENTATION NOTED IN THE PUNS.
THE POLE SMALL E ADJUSTED FOP PLUNK AFTER ALL NEEDED SIGNAL EQUIPMENT HAS KEN INSTALLED THEREON.
' 1-2C.311A; SIGNAL SYSTEMS !SUPPLEMENTAL SECTION,'
' ALL SIGNAL CONDUCTORS SMALL E STRANDED COPPER ANC SMALL MYE SIX) VOLT IN INFLATION AM E OF THE SIZES ACTED
ON THE PEALS. ALL MULTISOMU.TORS USED FOP TN SSGML P15TEM SHALL CONFORM TO O1 .J10N 9-29.3 and bHAL. E tF
THE SIZES NOTED OR THE 616ML WIRING SCHEDULE AND W'NING DIAGRAM.
ALL STRAMEC PIPES TEIMIMtEO AT A TEEMINA'- BLOCK SMALL HAVE AN OPEN SPED, CRIMP STYLE BGOERLESE TERMINAL
CONNECTOR. AND ALL SOLID RUES TERMINATED AT A TERMINAL BLOCA SMALL HAYf AN OPEN END SGOEREPP TERMINAL
CONNECTOR, ALL TERENIMALS SMALL E INSTALLED WITH A TOOL DESIGNEE FOR THE INSTALLATION OF THE COPPER TYPE OF
' CONNECTOR AMC CRIMPING WITH PLIERS, WIRE CUTTERS. ETC., WILL NO E ALLOWED, ALE WIRING INSIDE THE COMNOLLER
CABINET SHALL E TRIMMED AMC CABLED TOGETHER TO MAKE A KAI, CLEAN APPEARING INSTALLATION, MC SPLICING OF ANY
TAAFFI: SIGNAL CODLCTDR SHALL SE PERMITTED UNLESS CTHERNIIM INDICATED ON THE PUNS. ALL COOUCTOR PUNS SHALL
' E ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SMALL
E THE SPLICES FOP DETECTOR LOOPS AT THE MEANEST JUNCTION BON TO THE LOOPS.
6_2U.1 14j0 TEST FOP INDUCTION LDOP6 AID LEAS IRA GBLL6 (ACQI TIDAL SER10N7
' THE CONTRACTOP SMALL KEEP RECORDS OF FIEND TESTING AM SHALL FURNISH THE EMG:MEER WITH A COY OF THE RESULTS.
B'20,71117E Si6Mi CTAIOARDS IfEPULHIEM SERIOMI
THE CONTRA IM SMALL FURNISH AMC INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE MPTMVDS AM MATERIALS
' NOTED IN THE COMPACT PLANS AND THESE SPEC'FICATIOS,
ALL POLE DIMENSIONS AMC DRZENTATIONS WILL E VERIFIED BY THE ENSINEEP PRIOR TO FABRICATION.
ALL ENTRANCES REQUIRED FOR POLENC "ID 6 `L HEADS, CABINETS. S.;DES. MESTRIAN PUSH BUTTON ASSEMBLIES, ETC.
SHALL E FIELD DRILLED.
1
SUPPLEMENTAL SPECIFI^ATIDNS REVIO6r0/BSI PAGE 36
I-20.A MEASNREMENT IBE➢UCEMENf SECTIONI
MEASUREMENT FOP SIGNAL STANDARDS AMC SIGNAL CONDUCTORS WILL BE SY PER EACH AND PER LINEAR FT/LLMP SUM.
B-2C.5 PAYME A_(BEPUCEMEMN SECTIDNj
' PAYMENT WILL BE MADE UNDER:
111 'SIGNAL STANDARD, TYPE ' PER EACH
' (21 'DETECTION LOOP RETURA CABLE, 2/C' SIC.' PER LINIAL FOOT
(31 'SMIELDEC PRE EIFTION CABLE, 3/C SC' PEP LIM. FT.
t (Al 'SHIELDS INTERCONNECT CABLE, _PR" PER LIM. FT.
' 151 'TRAFFIC SIGNAL WIPE" PER LUMP SIP.
(6) 'INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINIAL FOOT.
' TIf_ UNIT CONTRACT PRICE PEP EACH ON SIGNAL STANDARDS AND PER LIN. FN./LUA SUM ON TRAFFIC SIGNAL SYSTEM WIRE
WILL BE FULL COMPENSATION FOR FURNISHING AMC INSTALLING THE STANDARDS AND WIFE AND FDA ALL OTHER MATERIALS.
TOOLS. ENIIPMENI NECESSARY AID/OP 71CIDENTIL TO TOE INSTALLATION AS F_' T' CONTRACT PUNS AND THE&
' SPECIFICATIONS.
WtM PANEFFIT MAMINSD
S-22.1 DESCRIPTION (PAMIAL REPLACEMENT SECTION)
SNIP CENTER STRIPE - nELETE AK. REPLACE WITN:
A BATE% YELID' JME A INCHES WIDE. THE BROKEN OR 'SKIP' PATTERN SMALL BE BASED ON A 254OCT UNIT
f :'ti7 it' U .L-FOC' LINT: AND 15 FOCI GAP, SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON A
�R .AME TNNO M. NgADWAY,
DOUBLE YELLOW CENTEP S'PIPE - DELETE AMC REPLACE WITH:
TWO SOLID YELLOW LINES, EACH A INCHES WIDE. SEPARATED BY A A INCH SPACE. DOUBLE YELLOW CENTER STRIPE IS
' USE AS CENTER LINE DELINEATION ON MULTI-LAME. TWO-WAY ROADWAY AND FOR CIANNELIUTIUN.
EDGE STRIPE - DELETE
' ERE STRIPE - DELETE .AID REPLACE WITH:
APPROACH STRIPE - A SOLID WHITE NINE, 6 INCHES WIDE, USED TO DELINEATE TURN LANES FROM TNRDUG' LANES. FOR
TRAFFIC ISLANDS AID CROSS HASH MAWS
LANE STP•PE - DELETE AND REPLACE WITNt
A SPOKEN WHITE LINE. A INCHES WIDE. USED TO DELINEATE AD.ACENT LANES TRAVELINC IN THE SAME DIRECTION. THE
' BROKEN OR '41P' PATTERN SMALL BE BASE ON A 25 FOOT UNIT CONSISTING CF A 10 FOOT LINE AMC 15 FOCT SAP.
NC PASS STRIPEt DELETE
' REYLRSIBLE LAC STI'jPE DELETE
TWO MY LEFT TURN S'PIPE - OEU:TE AND REPLACE WITHt
' A SOLID YEL_DW LINE. A INCHES WIDE. ' 'H A I -EN YELLOW LINE, A INCHES WIDE, SEPARATE BY A A INCH
SPACE. THE BROKEN OF "GKIP' PATTERN WIL m 11W_ ON A 25 FOOT UNIT CONSISTING OF A 10 FOCI LINE APO A 15
FOQE SPACE BSEE DETAIL SHEET).
SUPPLEMENTAL SPESIFIOATION5 RE\IO6,1C:8`.1 PAGE 37
' BARRIER STPIPF - DELETE AND REPLACE WITH[
A SOLID YELLOW LINE, 10 TO 2e ACHES WIDE.
' CROSSWALK STRIPE - DELETE AID REPLACE WITH:
A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANUTHEP CROSSWALK STRIPE WITH AN B F001 SPACE IN
BETWEEN THE LINE
1 NTUR BAR - DELETE AMC REPLACE WITTI
A SOLID WHITE LINE, IN WIDTHS OF 12, 16 AMC DA INCHES. THE WIDTH SMALL OF INDICATED ON THE CONTRACT PLANS.
' TRAFFIC ,.RNOIN - DELETE AM REPLACE WITH:
A SOLID WHITE RANKING CONFORMING TC CONTRACT PUNS AMC DETAIL SHEETS.
TRAFFIC LETTERS - REPLACE WITH TNrrlC LEGEND - DELETE AID REPLACE WITH[
A WHITE HARKING USING ALPMABE:ICAL LETTERS - SEE CONTRACT PLANE AND DETAIL SHEET.
CYCLE DETtCTOP SYMBOL - DELETE
8-22.3[57 TOL°MNCE6 FOP LAME STRIFES IREPLACEMENT SECTIONI
ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS:
LENGTH OF STRIPE - THE LDNGITUDIRAL ACCUMULATIVE EROP WITHIN A 25 FOOT LENGTH LF StIP STRIPE SMALL HOT
EXCELD PLUS OR Ma NUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SMALL NOT VARY MORE THAN PLUS OF
MINIb 1/4 INCH,
S-22.4 MEASUREMENT [REPLACEMENT SECTION
' MEASUREMENT SHALL BE BY THE LINEAR FOOT FOP. a INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR THE SKIP
BETWEEN THE STRIPES NEASLHiED. 6 INCH WIDE SOLID STRIPE, 12 INCH WILE CRC° LM, BARRIER STRIPE, STOP BAP,
TRAFFIC ARROWS AND TRAFFIC IEGEMU 'ONLY' PER EACH. MEASUREMENT FOR At ITEMS SMALL BE COMPLETE IN PLACE.
t6-22.5 PAYMENT [REPWACEMENT SECTION)
' PAYMENT 6ML1 WE MACE UNDER:
1. 'Painted e' Wide Solid Stripe' Per Linger Foot
2. 'Painted 6' Wide Sokid Stripe' Per Linear Foot
3. 'Painted _' Wide Barrier Gtrlpa' Per Lineer Foot
A. 'Punted 12' Wide Gysaea Lk' Per Llnaar Foot
5. -pointed _' Wide Stop Ber' Per Li,..., Foot
6. 'P fi ainted Trafc Amon' Per Each
]. 'Paintm Traffic LABerd • Per Each
B. 'Ptestic 12' Wide Cloaaw lk' Per Linear Foot
' B. 'Pleat;. Wide Stop Sr- Per Linur Foot
10. 'Plastic Traffic A,me- Per Each
11. 'Flow. Traffic Legend _' Per Each
' S-22.6 PAINT STRIPE/PLASTIC LINES P'MOVAL (NEW SECTION]
WHERE SHOWN ON THE PUNS OP DIRECTED BY THE ENGINEER, THL CONTRACTOR SMALL lEMCVE ALL OLD CONFLICTING STRIPES OR
LINES.
MEASUREMENT
MEASUREMENT Wi LL BE BY THE LINEAR FOOT OF _' WI. ..HE
PEMCVFL.
E
SUPPLEMENTAL SPECIFICATIONS REV(06/10/651. PAGE 38
tPAYMENT
PAYMENT WILL BE BY THE FOLLOWING:
III sOesor.L of Paint Line _`Bide" par Lin. Ft.
121 'Peso 101 of PLSRtic Lins_'WiW pe, Lin. Ft.
' 9-03 AGGREGATES
' 9-03.10 AGGELATE FOP GRAVEL BASE IPNLTjtL PEPUCENEI9 SECTIL:M1
ADD TO PARAGRAPH 2 SENTENCE :
..Ytspt that in no lose sha Li tha Yaiaus site sacaod a'GNt I61 in"..
REPLACF PARAGRAPH 3 WITH:
' 6rnsL B*se shell Yet the fci Losing repHrtYnts for Grading end PNL�ty when pisCed in ".Li% uMclea
ford I'm r) to the roadway, trench or during Ynufactur. And ptoceaent into a teeperarr otackpihe, Th.
*sect point of acceptenc* OIL! We det.nined by the Engine*,.
GRAVEL BASE GRAVEL BASE
CLASS A CUSS B
P.n-np 1/4" Sine 25% oil. P51 In.
75% Na. 751 N},
Pe"'" U.S. NC. 2OD 51 Yl• ics Yt,
Si... IYt 6teYOq)
I PN.inc P2DC [Wet Sin i nu) 2/3 Nu, 2 G Y}.
1 P...I IN 04C
B-0�1231IA CUSS A IREPLACEMENT SECTIDNJ
GRAVEL GACKFILL FOR cD:➢DATIOM. CUSS A, SMALL CONSIST OF L.JSi® MATERIAL AM SHALL COKURF TO THL REQUIREMENTS
OF SECTION "3.5 FOP BALLAST.
9--03.121116 CUSS B IREPUCEMEW SECTION]
GRAVEL BACKFI'L FOP FOUDATIONS, CUSS B, IS MCI AN ACCEPTABLE SUBSTITUTION FOP GRAVEL BACKFILL FOP FOUNDATIONS,
CLAFC A. UNLESS APPPUVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL SALIFILL FOR FOUNDATION, CLASS B.
SMALL COFOP TL THE REQUIREMENTS SP 5-03.1t31C GRACING 34 OF 0-03.10 AGGREGATE FOR GRAVEL WE, CUSS A.
9-03y_12131 GRAVEN BAGF;LL FOH P'QF OPDING ,PARTIAL PEPUCEMENT SEMION)
REPLACE SENTPHLE I. PARAGRAPH i WITH.
GRAVEL BACKFILL FOP PIPE ®DING SMALL CONSIST OF PEA GRAVEL.
ADD:
WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CPISMED, PROCESSED OF NATURALLY OCLUNING GRANULAR MATERIAL
MEETING THE REG:IREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOP PIPE BED"ING.
t
tSLPPLEMENTAL SPECIFICATIONS REVIOS/10/05) P.&E 3S
' R13.I4 GRAVEL BDTa(.RE %CEMENT SECTILkl
'GRAVEL BORROW SMALL CONSIST OF A CUSS A AID A CUSS S DURAON CLNFOMMING TO THE REQUIREMENTS OUTLINED IN
' 8-03.1C AGGREGATE FOR GRAVEL BASE
t0-05 DRAINAGE &TINCTURES, CULVERT&AND OQ DU.'TS
9-05.1 DRAIN PIPE EPAFTIAL R®IACkME:r SECTIDNI
ODELETE. �LL REFERENCE TO AN ALUMINEM COATED (ALUMINIZED! CORRUGATED IPU OR STEEL DRAIN PIPE FROM THIS SECTION.
8-05.303A END DESIGN %PARTIAL REPLACEMENT SECTION)
tDELETE SENTENCE 2 PARAGRAPH 1
' 9-05,10 67EEL STORM SERE.'+ PIPE (PARTIAL REPLACEMENT SECTION
REPLACE: 'TEATMEM b" WITH 'TREATMENT 1'
B-OS./1 ALIMINM SGW SEDER PIPE (PARTIAL REPLACEMENT S&R104]
DELETE: 'WAPWPt that pMtMtirA PPAt1NG WHWLL WW Trutrnt 5'.
' 8-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION)
t DELETE: PARAGRAPH 1
8-05.13 DUCTILE IRON 6EWEF PIPE (PAPTIAL REPLACEMENT SECTION]
' DELETE PARAGRAPH 1
&-BB IUIMIRATION, MORALS. ELECTRICAL
W29.1 CONDUIT IREPLACEMENT SECTION]
THE CONDUIT P.V.G. - NON-METALLIC SMALL CONFORM TO ARTICLE 347 OF THE CODE AID ASTM STANDARDS.
THE CODUIT $HALL BE OF THE TWO TYPES INDICATED BELOW:
' (1] SCHEDULE EXTRA HEAVY WALL P.V.C. CONFORMING TO A6 STANDARDS.
' (2) SCHEDULE HEAVY WALL P.V.L. CONFORMING TO ASTM 6TANCAND6.
9-29.2 JUNCTION DES (REPLACEMENT SECTION)
t JU TION BOXES SHALL GE REINFOCED CONCRETE WITH STEEL FRAME ANCHORED IN PLACE AND STEEL COVET PLATE (CIAMOK
RATTEPN) AS INDICATED ON DETAIL SHEETS.
' THE INSCRIPTIONS ON THE COVERS OF THE JUNCTION ®(ES SHALL E AS FOLLOWER
It) SIGNAL ONLY: 'SIGNALS"
12) STREET LIGHTING ONLY: 'LI6MINV
(3) TRAFFIC SIGNAL AMC STREET LISHIING FACILITIES, 'TS-LT"
THE ABOVE IN$-RIPTIONS SMALL NOT E NIGKP THAN THE TOP SUFACE OF THE COVER PLATES.
` SUPPLEMENTAL SPECIFILATIDNS REV(06/101ESI PAGE AO
0-20.3 CODLCTOW„ CABLE IPEDUCEMEKI SEoTj
ALL SIGNAL COOLCTORS AS INDICATED ON TN PUNS "" BE ST$AICED COPPER AND SMALL EMPLOY 600 VOLT TRW
IMSULATZOM OF THE SIZES NOTED ON TN PING, ALL RIUI CONDUCTORS USED :OR TIE SIGNAL SYSTEM SMALL CADWORM TO
APPLICABLE NMISIOMS CD%lAINED IN THE STANDARD EPECIFICATIOW AM EMLL BE O THE SIZES NCTEC ON THE SIGNAL
WIPING NAGAAM.
TIE 2/c CABLE INDICATED FOR TEE DETECTION LDSP RETURN CAALf SMALL BE A SPECIAL COM6NICATI0M CABLE. TNIE CABLE
SN4LL BE BEICEN, BELDFCIL 2720, Pr EOI.AL, WITh 014 AWG CGNDUCTORS STRAEC ED 119 A 27). THE CABLE SMALL NAVE
POLYcTlftU* INSULATED COMA CONO CTORS, AN ALLMINY POLYESTER SHl ELL, A TINNY COPPER OPAIN WIRE AMC A CNN
VIOL ,AKWET.
TEE 3/c SHIELDED PPE- EMP77DN CETECTGP CABLE SNAIL BE 3-0 P136 CABLE OR EOU:YASFHI. Th35 CABLE WILL RCA, FROM
TIE DETECTOR LIMIT TO THE CO tROLLEP CASIMET AMt ND SPLICES WILL BE ALLOWS.
TEE SK''ELDED OWWDN:CATIOM&'SIGAt INTERCONNECT CABLE SMALL MEET TIE FOLLw NG:
1, COMADTOR5, SOLID, SOFT DRAWN, AHEMED COPPER, 611E 10 AWL.
' 2. IMSLUI Ux SCUD, VIRGlk R/IGh OENSI7Y POLYFT"YLEN OR PDLTP{ClYLEIE,WITM TELEPHONE BIICIETRY COLOR
CODING.
3. CABLE CORE ASSEM60; ]AERATED CONDUCTORS ARE IWISTED INTO PAIRS WITH VAMING LAYS ITS,ST tENGTHSi TO
MINIMIZE CROSS TAU AND MEET STn:CT CAPACITANCE LIMITS.
A. SHIELDING: A CON"!OWON ICATION RESISTANT TINTED ETNYLEN COPOLYNEP CUT® IBOTN SIDES; .DOB• THIOI
' CWPJSATED ALLMIkUp TAPE SHIELD IS APPLIED LDMSITIDINALLY WIT"OVERLAP TO PROVIDE CODS ELECIAICAL
SHIELDING COVERAGE. A .006 CORRUGATED TAPE APPUED IN THE SAME MAHIER 16 ACCEPTASLE.
5. OUTER JAME11 A BLACA, LOW DENSITY HI6N NOLECULAR WEISWT VIRGIN PCLYETWLEN ICOWCUBDED TC WITHSTAND
SJUGHR, TENEEPATURW VARIATION, AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABASE DLMSNG INS LU11OH) 35' TRLDED OVERALL TO PROVIDE A :MDUS COVE RING,
' 6 FOOTAGE MARINGSI FDOTA% MMW:Nf,c MULCT WE PRINTk, SEQUENTIALLY A MINIPLM OF 2' ALONG THE OUT UAuEl.
7. FILUMG: THE ENTIRE CABLE WITHIN TEE DATER .ACxET IE FLOODED WITH PETFOLk LP-KLYETENLEMF GEL FILLIkG
COMPOUND INCLW14G THE AREA BETWEEN THE ONES .ACAEI AND THE SHIELD,
EACh WIRE GALL BE NWRERED AT EACH TERMINAL END WITH A MUP-AFaot TYPE MIMIE PING SON, ACCOFC IMG TO T"F
' SCHEDULE ATTACHED ID TNSE SPECIAL PROVISIONS.
ALL WIRES TERMINATED AT A TERMINAL BLOCK BNALA NAVE AN OPEN END, CRIMP STYLE SOLDERLESS TERMINAL. AU TERIAALS
' SHALL BE IMS7ALLE' VITh A TOOL DESIGNED FOP TEE INSTALLATION OF TPI6 TYPE OF TERMINAL AMC CRIMPING IQ'I PLIERS,
WIRE CUTTERS, ETC„ WILL NOT BE ALLDWW, ALL WIRING INSIDE TN CONTROLLER CABINET AND AT IHTERPEC MA HE AR IATf POINTS
SMALL BE TPIWED AND CABLED TOGETHER TO RE A MEAT AND CLEAN APPEARING INSTALLATION.
' N SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED WLESS GTNERVISE IM DATED ON THE PUNS. ALL
CCMDLCTOR RUNS SMALL BE BALE IC TEMP AFPRSPR'ATE 6I6NAL TERMINAL COMPARTMENT BUR: WITH PRESSURE TYPE SIN'INC
POSTS. THE ONLY EXCEPTIONS SMALL BE THE SAUCES FOP DETECTOR LOSPS' AT THE NARESE AK1IDk Or, TO THE LOOPS,
M CO R4C70P SMALL PROVIDE AND INSTALL ALL THE NECESSARY WR:NG. FUSES AMC FIR:NSS SO AS TO COMPLETE T"E INSTALLATION OF THE SIGNAL AND USMING EQUIPMENT AS SHOWN ON THE PLANS, ALL NATEPIMb AND 1NE7ALLAT:Ok
METHODS, EXCEPT AS NOTED O7EEPA:SE HEREIN, SMALL COMPLY Wllh APPLICABLE
SECTIONS
OF TI( NATIONAL ELESTFICAL CODE.
6WPUkENTAL 9PEC:FICA7SDkS REV(lMu1G/a5) PAGE At
INSTALLATION IF ALL ICP:MO SMLL COWL R TO APPLICABLE PROVISIONS CWAIIE I% TMf 67AICAFL MECIc1GAT1OS
' EXCEPT AS 6PECI:IEC IEIEIN.
CONDUCTORS AM CABLE SMLL LOWO1M TO TIE APUGABLE SPEC.FIGATIDNS AS FOLLOWS:
(1) UNLESS OTNEW:SE NOTE, ALL ELECTRICAL COICUCTOR6 SMLL BE APPROVEC STMICEL COPPEF COIf OW:NG TO
APPLICABLE PDRT/DNS OF AM STAASA{DS. INSUlAT/01i SMMLL NE 800 VOLT PLASTICIZE POLYVINYL CKOOIOE,
POLYETWLEIE, OR CMEMIOALLY CROS'c LINKED PCLYETMYLEME. :ONFOW:K TO APFLIC4BLE PORTICK OF ASTM STAW,41CS.
POLYETWLLME COPOUI05 SMLL NOT BE USED 10ERE EXPOSED TO SUNLIGM, THE GRACE 11GULATION O CCE)t TN:CNNESS
SMLL BE USEC.
' 12; MiLTI-COOLCTOR CABLE SMLL BE USED FOR TRAFFIC S1CNt rONTROL, ARE SMLL BE RAT® TO QPEM'E ON 60C
VOLTS. 1KCVIDUAL COICUL70IS SMLL BE STMICED COPEA, SMLL BF INSULATE BITN A MINIMLR CF 45 M:LES
PLASTICIZED POLYVINYL CNLDRIDF CONWOtNC, OR APPROVE EOUNL. AID 6MLL BE COLOR CODED AID OF SIZE USTE IN TABLE
3LOY, TIE IFCIVIOUAL CONDUCTORS 6101.1. OF, CODE AIC IF SIZE LISTED Ik TABLE BELOW. THE INDIVIDUAL GOCLICTORS
611ALL BE CABLED TOQTIER B:Tn CABLE TAPE AIL ENCASE IN A POLYVINYL CHLORIDE SIEATM 75 MILL TNIQ. INSULATION
SMLL MAFOIM TO APPLICABLE POTIOK OF ASTM 0410AIC APPLICATIONS.
NG
NUM. Btrsno•
MALL: F GEM 6w00 yonacctor Cotor 1
Slpne. h.Mds.... A 14 IV27 Roc. Teller, Grsen AtSini e
A' 14 19/27 Pee, Yet Lao, 610vn "Ite-Yn,b
B 14 16/27 Rao, Yet toe, 6r00n Black
P' 14 1B/27 Red, Yell... 6rnn Bock-Stook
' C 14 18/27 AW, Yet toe. linen write
Signet Coo. 12 16/25 BnrU Mone
Cantnl Coo, 12 1s/25 Wits stock or Green
Ostecto......... A,B.0 12 16/25 Block None
Cae. 12 19,15 Bate None
6P.............. .... to 1S/27 Red, folio., 6rnn BtVe
' 1100"re........ .... 12 16/25 Black tone
lie r.lw......... 10 16,23 stock are
Attsrnets..... .... 12 12/25 Bieck Novo
MoutrgM
tnot Utstedl.. 10 1NL/23 Bnr to We
Al'. ....rnoto....• 12 18/25 BM to or linen None
' &tt.-conduct" Coale 'Mll Be neemb Led 4. Per tM folmonn0 typical Illun ntl0nu
lei P Cand.cto, — 2 M. 12 AVG, 11/25 stand, COUistlnp at a Duck end snits aantlectar.
lbl 6 Coadactcr — 1 M. 12 AWL, whit.; t Me. 12 AEG, -ff1tM site preen or block stripe: old 3 At. 14't
cons rat vp of PNso A.
Cordtctar — 1 W. 12 AVG, -tit.; 1 No. 12 AVIS, mite prnn or block imp.; end S Mc, 141e
1.1"t'nS Of Pope A erd B.
Itll 11 C-ra"tor — 1 NON. 12 AVG, onftel 1 Ma. 12 AEG -hits 00 prnn Or block strlpol sm S kc. 12'a
con•u[rnp It acme. A, I hid C
lot 20 C-Nd %Or — 1 At. 12 AVG, oNl[s; 1 b. 12 ABC. office -rtr prnn or block Mtrrp; sled 1S No. 14'.
coneuttl,p OT PMeo A. A'. B, S'. C ord Spers.
t
SUPPLEMENTAL SPE:FIGTIOIE AMOS/10/BS) PAGE 42
t
' F29.3 CDNTINUED
WIPING WILL E ARRANGED SD THAI COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL E USED,
' KIM TIE OICEPTIDN OF TYPE %HIV INSULATION, THE MINIMUM INSULATION THICKNESS FGP ANY ELECTRICAL CONDUCTOR SHALL
E 3/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SMALL REFER 9OLEY TO THE THICKNESe OF THAT
INSULATION IMMEDIATELY ARGEM ANY CONDUCTOR AND EXCLUDING AM SHEATH OR JAGKET THICKNESS.
INDUCTION LOOP DETECTORS SHALL E INSTALLED IN A S-•►CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE IIGIUTED ON
THE PLANE OR AS DIRECTED BY THE ENGINEER. THE WIRE TC HE THE
:N THE INDUCTION LOOP 6MAI.L BE NO. T2 A,N,G„
TYPE USE, PHH OR ANN INSULATION. SEE DETAIL SHEETS.
F29,4 MESSENEP CABLE, FITTINGS - DELETE
9-29.5 POLE LINE HARDWARE - DELETE
9-25.6 LISHT 61APVAFCS (RULACEMENT SECTIONI
LIGHT STANDARDS SHALL E SPUN ALUMINUM IN ACCORDANCE DETAILS SHIMN IN THE PLANS. AS SPECIFIED IN THE TECHNICAL
PROVISIONS AMC AS OUTLINED HEREIN,
P-29,6 3) TIARA LIGHT STANDARDS, TIMED STRAIN ROLEE. T1MEP BEPVICE 6Ml'PWiff§ - DELLTE
' "S.? LMIIMIPE FUSING APO ELECTRICAL CONECTIOIS AT LIGHT STANDUD BASES (REPLA ENENl ECTIJNI
ELECTRICAL DISCONNECTS SHALL E INSTALLED AT ALL LIGHT E7MDAED BASES. FUSE HOLDERS SMALL E WATERPROOF, QUICK
DISCO SECT TYPE- S.E,C, OR APPROVED EQUAL. FUSED QUICK DISCONNECT E17S SMALL ENCVIDE WATERPROOF IN LINE FUSE
' PROTECTION, ALL CONNECTIONS SMALL E RACE WITH COMPRESSION FITTIMM. UPON CISCONNE
TE LOAD SIDE OF THE FIT. CT, THEFUSE SMALL P94AIM IN
' THE FUSES SHALL E LOCATED IN TWO LOCATIONS, THE FIRST BEING ENSUE THE HAND HOLE AT THE BASE OF THE ROLE AW
THE 6EDOND BEING PROVIDED FOP THE COMPLETE St EET LIGHT SEPVIC, (IF SPECIFIED, SHALL E LOCATED IN A TYPE •Br
JUCTIM TAM AS NEAP AS PRR:TICAL TO THE ELECTRICAL UTILITY COMPANY'S VAULT OR ROLE (SOURCE OF POWER THE
t SYSTEM). FUSES FURNISHED FDA ALL USHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATINC VOLTAM F THE
CIRCUIT INVOLVED AID SMALL HAVE THE FOLLOWING CHARACTERISTICS:
1, FL6ES SHALL E CAPABLE OF INDEFINITELY SLPPORTING 11GN OF THE RATED LOAD,
' 2. FUSES STALL BE CAPABLE OF SUPPORTING 135E OF TH.E RATED LOAD FOP APPROXIMATELY OE HOUR.
' 3. A LOAD OF 200% OF RATED LOAD MILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE,
A, FUSES SMALL BE RATED AS LISTED BELOW AM SHALL E SIZED TC FIT THE FUSL CONTAIAERS FURNISHED O. THIS
PROJECT, A=ADING TO THE MANUFACTURER'S RECOMEHDA110H5 THEREFOR:
LUMIMAIRE SIZE SERVICE VOLTAGE 140V
r ' 11000 W 15A
bC W IDA
250 0 RDA
' 200 N TUA
115 W RCA
ISO W IDA
IDD W IDA
5. FUSES SHALL E UL U67ED
SUPPLEMENTAL SPECIFICATIONS PEV(0S'1005) FACE 43
B-2B.8 MET ASPS. CROSS ARMS AND I E NO - DELETE
9-29.9 BALLAST 7%%WDRERS INEPLACEMENT SECTIOMI
BALLAST FOP HIGH PRESSURE SOOLUI VAPOR LAWS SHALL OF DESIGNED 70 PROPERLY OPERATE 100 WATT SA, 150 WAT7 sw
200 WATT 866, 250 WATT 850, ADC WATT 651. BALLASTS FOR H.P. SODIUM VAPOR LAWS SMALL BE AN INTERNAL 240-VOLT
REGULATOR TYPE (HIGH POWER FACTUR).
THE BALLAST SHALL BE PIE-WIRED TO THE LAW SMET AIM TERMINAL BOARD. THE BALLAST SMALL HAVE AN ALLOMABLE
VOLTATE VARIATION OF LESS THAN iM. NO CAPACITOR, TRANSFORMER, OR USHER DEVICE SMALL EMPLOY THE CLASS OF
' -OPOUNCS IDENTIFIED AS POLYCHLORINATED BIPHENRLS IF.C.B.) AS DIELECTRIC, COOLANTS, OR FOR ANY OTHER PURpME.
EACM BALLAST SHALL HAVE A MANE PLATE ATTACH& PERMANENTLY TO THE CASE L ;INC ALL ELECTRICAL DATA.
L725.10 LLMIMAIPES IPEPLAMMENI SECTION)
ILL LUMINAIRES SMALL BE OF THE DISTRIBUTION TYPE AM WATTAGE INDICATED IN THE PLANS.
' LUMINAIRES SHALL NAVE A CAST-Al-NINUM HOUSING PROVIDING FOR A 6LIPiI7TEN TYPE MOUNTING AND CAPABLE OF ADAPTING
TO A 2-INCH DIAMETEP PIPE TEND%.
LUMINAIRES SMALL BE IF THE CORN HEAD STYLE WITH AM OVATE REFRACTOR IORWM 1ENSI FOR ARTERIALS AMC A CLEAR
FLAT LENS FOR FESIDEN71AL ROADWAY APPLICATIONS.
THE LUMINAIRE SHALL INCLUDE THE POWER DOOR FEATURE.
THE LUMINAIRE SMALL HAVE A GASKET BETWEEN RETRACTOR All REFLECTOR, A CASKET OR FILTER MATERIAL STALL BE PLACED
' BETWEEN THE LAW SOC:IT AND THE REFLECTOR,
THE MANUFACTURER'S NAME OR SYMBOL GIALL BE CLEARLY MARKED DN EACH LUMINAIRE.
FACH UINIWAIRE SHALL HAVE A WEATHE"tSISTANT, ANSI-APPROVED DECAL ATTACHED TO THE BALLAST HOUSING, SC .S TC BE
READILY VISIBLE FROM THE GROUND, THE DECAL SMALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SHALL BE A
MINIMUM DF TWO INCHES IN HEIGHT, THE DECAL SMALL BE BOLD IN COLOR WITH LAW WATTA(A INDICATED BY THE FOLLOWING
NBEAICAL LEGEND:
7 FOP 70 YAr 25 FOR 251D WATTS
10 FOF 100 WA > Bi FOR 310 WAITS
15 FOP /50 W4'.T6 40 FOP AM WATTS
17 FOP 175 WATTS 70 FOR 70C WAITS
20 FDA POD MATT& Xl FOP 1,000 WAY
ALL LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TV THE LUMINAIPE FRAME WITH STAINLESS STEEL MOLMTINC IAICUSE
(NL7S, SOUS, WASHERS. HINGES, ETC.). THE HOU6.'NG, CW-UlE WIT" INTEGRAL BALLAST, SHALL BE
WLATHER-7I9(T.
0-26.11 CONTROL EQUIPMENT 14E➢LACCIEW SECTION)
UFOESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL SE CONTROLLED By A CUMBIWATION OF PHVVEa CTRIC CONTROLS
APO DIMING CONTACTORS AS NOTED IN THE CONTRACT,
8-29.71H1) -INE CLACK CONTROLS - DELETE
9-29.1112) PMCTCELECTIC CONTROLS !REPLACEMENT 5ECTIONI
' PHOTOELECTRIC CONTROLS SHALL BE PLUD-IN DEVICES, BATED TO 'PIRATE ON 120 VOLTS, BD H2. THE PHOTO-CELL SHAM BE
A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEWERATURE PANUE - SS DEGREES C TO .7D DEGREES C. .E
PFD7o-CELL SMALL R MOUNTED EXTERNALLY ON TOP OF THE LUMIMIRE. IN A COMTACTOP-CMRFOLLED SYSTEM, THE
' PICTD-CELL TO CDMTRDL THE SYSTEM SMALL BE TDIMED ON THE LUNINAIRE NEAREST TO THE SERVICE/CONTACTOP CAE,4r.
THE PHOTpCELL SMALL BE CAPABLE OF SWITCHING 1,DW IAT75 OF NCANDESCENT LOW -OM AS MAIM,
' SUPPLEMENTAL SPECIFICATIONS PEVIDE'10/85) PA 1-1 44
' 9.29.12(1I ILLUMINATION CIRCUIT SPUCES (REpUC NT SECTION
ALL SPUCES APO TAPE SHALL E HAVE USING SOLDERLESE CRINP COwwCORS W UDEWAOUD C;RCUITS TO SECURELY JOIN
THE WIRES BOTH MECHANICALLY AIO ELECTRICALLY, ALL SPLICES SHALL E3PLOY EPOTY RESIN FILLS .M CLEAR PLASTIC
MOLDS TO FORD A WATER TIGHT SEAL, ALL MATERIAL USED IN THE SPUCE KIT SHALL E COWATIBLE WITH TIE NINE AID ITS
INSULATION AS OSEL IN THE LISMINC SYSTEM.
9-29,13 TRAFFIC SIGNAL COMRDLLERS (REPLACEMENT 6ECTIONj
' THE UNI' SHALL OPERATE ON 121 VOLT. 80 CYCLE, SINGLE PRASE ALTERNATING CURRENT A1: SHALL USE THE POWER LINE
FREQUENCY AS A TIME BASE, THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE REQUIREENTS OF THE NATIONAL ELECTPICAL
MANUFACTURERS ASSOCIATION (HENN] STANDARD PUBLICATIONS.
' COFONEMS SUCH AS RESISTORS, CAPACITORS, DIMES AM TRANSISTORS SHAL, E INDIVIDUALLY REPLACEABLE UTIL121NG
APPROVED STANDARD SOLDT"ING TECHRIGFS. INTEGRATED CIRCUITS SHALL E MOUNTED IN SOCKETS AND SHALL E EASILY
REPLACEABLE WITHOUT SOLD INC. ALL COMPONENTS SHALL E STANDARD -OFF THE SELF' ITEMS,
' THE TRAFFIC SIGNAL CONTROLLER SHALL BE WABLE OF INTERFACING WITH THE NILTISOMIC PEAL TIME. MASTER COWLTER.
THE DOMADLLEP SHALL E CAPABLE OF BOTH V-UNE OPERATION (CONTROL BY THE N/LTISOAIC "ASTER COMPUTEPI AND
STAXDr OPERATION. THE CONTROLLER SHALL ESTAB;I6N THE SEQUENCE OF SIGNAL PHASES. 11CLNDING OVERLAPS. IN
CONFORANCE WITH THE SIGNAL PHASING OIAGW ON THE PLANS. TITER OPERATING THOUGH THE GFUNE HAVEN COMPUTER
(FULTISONIC MASTERS THE CONTROLLER SHALL E CAPABLE SF OPERATING EITHER IN A FIXED TIE MOVE OR IN A
FULLY-ACTUATED N6E WITH VOLLNE DMITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE T114'.NG AND PEDESTRIAA 'I:MING
SHALL E ACCONPU6HED AT THE LOCAL INTERSECTION.
9-99031[1 FLASOM6OPERATIOE UREPLACEEM SECTION]
' FLASH UNIT SHALL E A TWO CIRCUIT TYPE, CAPABLE IF SWITCHING LAWS SP TV 1000 OTTO PER CIRCUIT ALTERNATELY At A
RATE OF 60 FUSES PER MINUTE PEP CIRCUIT. PLUS OR MINUS TWO FLASHES PEP MIKIE.
9,2B,13I31 EMERGENCY PAN-ENPRIDM IRSPLACEENT SECT•2M
ENEREEY VEECLE PRE-EMFTION SHALL SE FURNISHED EITHER AS SEPARATE UNITS OR AS Mm GALES THAT PLUG DIRECTLY INTO
A REOK VIR® TO ACCEPT 3^M 019CRIPINATOP TYPE UNITS. THE PRE-OPTION SYSTEM OPERATION SHALL E COFATIBLE WITH
TIE 39 COWANY •OPTICOW SYSTEM WHICH THE CITY OF ENTON IS CURRENTLY USING AND Wu E CAPABLE G BEING
ACTIVATED BY THE SAME TRANGPITTERS.
BEM A PRE-ENPIION DETECTOR DETECTS AN EMERSENY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE
REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR
SHALL HOLD THE CONTOOLLEP IN THE PHASE SELECTED UNTCL THE DETECTOR NO LONGER DETECTS THE EMERO Hey VEH;CIE.
' NEN THE PHASE SELECTOR IS RESPOM..NG TO ONE DETECTOR, IT SHALL NOT RESPOND TO ANY LITER DETECTOR UNTIL CALLS
FROM TXE FIRST DETECTOR ARE SATISFIED. INDICATOR LISMS SHALL IICMATE POWA ON, SIGNAL BEING RECEIVED. CHANNEL
CALLED. EMTCHES SHALL CONTROL SYSTEM POWER AM SIMULATE DETECTOR GALLS F,,,. EACH PHASE.
' 9-28.1314� PIPING DIATAARS 1PFPLACEMENT SECTIOMI
THE CONTROLLER CA61AE7 61ALL HAVE A WATERPROOF WILOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE a THE CABINT
' GOOF. AT THE T104E SF DELIVERY THE ENVELOPE SALI UMVE FOR COWLE7E SETS E SCoSATICS AND MANUALS FOR ALL
ASSERSUEG AND SUB-ASSENBLIES.
' RF2S,13 67 RAOIC IMEHFEREEE SIPPNESSOE (REP ENT 6ECTIONI
A CORELL-OUBILER RACIC INTERFERENCE FILTER MF 100D1-1 30 AWS OF EOUILALENT SHALL BE USED TC FILTER THE A.C.
' POWER. ADDITIONALLY, All PO1EP SIPPUES SHALL HAVE NOISE IMPURITY FROM OTHER DEVICES WITHIN THE CAEINET.
' SUPPLEMENTAL SPECIFICATIONS REYLGE/10/85) PACE 45
9-29 13(71 RAFFIC-ACTJAIED CONTROLIERE [REPLACEMENT SELAM
ALL TIMING FUNCTIONS AND INPUT AID DLTPUT I LATUES FDA iDMl Y-A1.TW!`,C, VOL3M"EEITY OPERATION SHALL E
1 PROVITI IN ACNDFOANCE WITH MBRA VIANDPIOS.
THE CONTROLLER SHALL PROVIDE FOP SETTING EACH TIMING INTERVAL T NEAR$ OF POSITIVELY CALLBRA7H' ETTIY,¢. TIE
TIMING FUNCTIONS SWLL E ,W THE FROM OF THE CONTROLLER LNUT ON $HALL PAVE KEYBOARD ENTRY AND LIOUIO CRYSTAL
L:EPLAY. FCF TIE STANDBY OPEPAT!DMI THE TRAFFIC 616HAL CONTROLLER SHALL INCLIDE ALL CIRCUITRY REQU:R® TO
PROVIDE ALL TIMING AND ALL FLNCTICVB FOR SIGNAL OPERATION IRA A FULLY-ACTWT® "ME, SIANDFY OPER1710N POLL
AUTOMATICALLY ROCUR UPON V MIMG OF INTTNCONNECT LINES, FAILURE OF CEIITRAL MASTER COMPUTER, OR WHEN EPECLFIE BY
THE WAFTER. 'HE STANDBY OPERATION SHAL. FO'IDV AND E COINCIDENTAL IN PHASE TO THAT PHASE E:NG DISPLAYED AT
THE GTART OF STAROB+ OPERATION. TMM;EP FROM COMPVTFR PUPEAVISION SMALL NOT CALL LIP A PTAFT ING YELLOW.
5-28,13 7 A .EMVIRKMM_MAL.L_PESFORAKF AIO TEST STANDARDS fOP.SOLID-STATE TFMFFIC, C rITRULLERS [RE➢LACEPEW
BECTIDNJ
THE TRAFFIC SYSMAL CDNTROLLEA A66EM LlLS, INCLUDING 'HE TRAFFIC SIGNAL CONTROLLER, Al,%ILIARY COMPEL. EQUIPMENT
AND CABINET SMALL R SHOP TCSTED TO THE UlIiFN;TION OF 'hi ENGINEER. TESTING AND CHET3-01.7 OF ALL TIMING
CIRCUITS, PHASING AML SIGNAL OPERATION SHALL. 9E AT THE CITY OF MINTOM SIGNAL SHOP, MINI OH, MA.SHIAUTON. THE
SIGNAL SHOP WILL MAKE °PACE AVAILAB:E TO THE .OMTRAMDP FOP THE REQUIRED TLCT DEMONSTRATIONS. 'HE COMWLTryP
SMALL ASSEMBLE THE CABINET AND RELATE, SIGNAL CONTROL EQUIPMENT READ'! FOR iESTIMG. A COMPLETE DEMONSTRATION BY
THE L'ONiMACTOF OF ALC IME6RATED COWOREMTS 6.'TMFAMAILY FRACTIDMIAG S%ALL START THE TEST PERIOD. AM
MALFUNCTION 61ALL SOP THE TEST PEP"' UNTIL ALL PARTS ARE SATISFACTORILY OPFNATING. THE TEST SMALL E
ECT0013 UNTIL A MINI" OF 72 HOURS CDN?IMLOUS SATISFACTORY PEWOIMAICE OF 71E ENTIRE INTEGRATED SYSTEM HAS
BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACION TO THE EINSIMEEA DF ALL COMPONENT$ fNCTIONIMG PROPERLY
SMALL NGT RELIEA IRE CONTRACTOR OF ANY MIEPONSIBILITY RELATIVE TO THE PROPEP FUNCTIONING OF ALL AFOEMiTED
CONTROL DEAR MEN FIELD INSTALLED.
9--28.13(711 ALMILIART EOUIFMEM FOR TRAFFIC M7uATED CDNTV)LlER6 REP CEMENT SECTION)
POWER W41CHL
THEE POLL E A MAIM POWER SWITCH INSIDE TES CABINET THAT 611ALL ENDER AL' COMPO' EQLIPHEF^ ELECTRICALLY DEAD
OEM TAM® OFF, TEaE SMALL E A CDMFOLLEP POWER SWITCH THAT SHALL TEN _P THE COI AMC LOAD SWITCH:AL
DEVICES ELECTRICALLY DEAD WILE MAINTAINING F05HIP3 OPERATION FOP PURPOSES OF CHANGANU COMPGLLER6 OR LOAL
SWITCHING DEVICES.
STOP TIME BYPASS SWITCH
TEE SMALL E A SWITCH IRA THE CABINET IDEMIFIE.' AS THE 670P TIME BYPASS SWITCH, !F THE 3MEHSECTI0N I$ PLACED
ON FLASHING OPERARATIOM EITHER BY THE FLASH SWITCH OR THE FAIL SAFE. MONITOR, THE CONTROLLER BHAL.L IMME'IATELY STOP
TIME. THE STOP T.E BYPASS SWUTUH SHALL W30M STOP TINE FRM TE CONTROLLER AHD PERMIT [ORAL CYCLING
' OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING LY.AAT.ON.
DETECTOR TEST 6WITCP
t EACH VEHICLE AND PEDESTPIAN PHASE SHALL HAVE A MUPEMART ]SPRING RETMAM) DETEL'TOH TEST SM:T'.H. WHEN DEPRESSED,
THE SWITCH SHALL PLALE A CALL ON ITS E6PECTIVE SIGNAL PHASE.
CONVENIENCE OUTLET AND LAW WOKET
A CONVENIENCE OUTLET PROTECTED WITH A GPOLND FAULT IMEWUPTEt' AMC AN INCANOE CENT LAW SOCKET SHALL E
' FURNISHED IN THE WIN CABINET. A DOOR
BWITCF 'R THE LAMP SMALL E PKVIDE. THIS CIRCUIT SMALL BE PROTECTED BY A CIRCUIT BREAKER RATE A' 20 ANTS.
SUPPLEMENTAL SFECIF:I.ATIONE RMOS/10/1C) PAGE At
1 FAIL SAFE UILT
TI.E FAIL LIAFF UNIT WU WAIKIOR BCTF THE POSITIVE AM NEGATIVE PORTIONS OF THE A.C. SINE MEE FOR AU GREEN,
ARNO AM PEDESTRIAN MU INDICATIONS, THE DORAIIDF IF A DISPLAY O CONFLICTINC INDICATIONS SHALL PC- BE LONG
ERDUGH TO BE VISIBLE TC MOTOR16T$ OR PGDFSTFIANb BEFORE THE NOhITCP INITIATES FLA6HING OPERATION. THERE SMLL
BE A VISUAL INDICATION THAT THE MOIITOF HAS PREEAFTED NDONL OPERATION.
$Ley PROTECIO+ llism1h6 AMEbTERl
THE CONTROLLEP SMLL HAVE AN INPUT VOLTAGE 6LR0 PRCIECTCR THAT SMLL RACTEC- TIE COFTMLLEP INPUT FRO, ANY
VOLTAGE SLRGi5 THAT COULD DANACE THE CONTROLLER OF AM O ITS LOIPONENTS.
' FIELD WIAING TEMZML
THERE SHALL BE A TERPINAL STRIP FOR FIELD PIPING 1;, THE CDMIPDLLER CWNE7. TIE TERMINALS SMLL BE "GERM IN
ACCORDANCE WITH THE SCIOWIC AIRING CIAGRAM ON THE PRAMS. IF A DIFFEFENT NUMBEAIN6 SYSTEM 1S USED FOR THE
CABINET ERRING , TIEN BOTH NUNWAS SHALL LABEL EACH TERNZA'AL AND THE CABINET NIFING SCR PA*1C DMN:Nm SHALL
t INCLUDE THE FIELD ICATM NUMBERS MERE THE TERMINAL STRIP 16 ILLUSTRATED. A CONgN BLS IWA WIT" A M:NINUM O IS
TELMi MLb AIL A GROUND FAR WITH A N3M7MIM O S TERMINALS SMLL BE PROVIDED.
CCNPLTER INIERFKE Wll
1NTENFACF CORRUN:CATION DEVICES SMU BE DESIGNED AS SEPARATE OMITS DP AS NODULES THAT PLUG DIRECTLY INTL THE
COMROLLEP CASE. THE COPUNICATION DEVICES SMLL BE USED FOR ON-UNE COWF'UR CONTROL OF THE INTERSECTION AM
' SMLL BE CAPABLE O TNANBNITTZNC ALL DETECTOR AIL SIGNAL STATUS 1NFCIFATION AM RFCEIVIW AM DECODING CLBWAND
IFFOFNATICN FROM THE COMPL?FP ALL 14 COBOFMANCE AM NI+FIN THE CAPABILITY O TIE NULTISD%ZC RASTER COMPUTER
UNIT AM THE INTERCONNECT CABLES. IRA THE EVENT O LDSS LF SIGNAL FROM THE MASTER COPUTER THE INTERFACE
COMMUNICATION .:EVICE SHALL EEFLDI THE LATEST SIATE-CF-ART ERB:IDING(OECVING, MULTIPLEXING TECHNOLOGIES IRA ONDEP
10 PNDV/OE FOR THE Bl-0IPECTIDML CONUNICATIOh O DATA AM COMAM 1NFORATION BETWEEN THE FASTER C.APNEA AND
THE INTERSECTION,
PBB.13(7)0 CONTIC'lFP LABI METE fRFPLACENEhT SECTION
EACH TRAFFIC CONTROLLER CABINET SMU PROVIDE A NEATHERPROM HOUSING AM MU` TI, FOUOLN:MG REOUIPENENTSe
1. CONCTRUDTIOH SHALL BE OF SHEET 51111,
B. THE CAEINET SHALL CDMIAIN RELYING. BNACKET6, RACKS, M. TO GOMM, I E COIRDUIP AM ALL ALAIUARF
EQUIPMENT.
3. THE CASINFT SaU BE ff ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXIL1MF EOUIPNEhT AND
' ANY RECLINED APPURTENANCES,
A. THE CABINET SHALL HAVE A FILTERED Alf INTAKE AM A VEND FAN. THE Alp INTAKL .LTER SHALL BE CAPABLE O
IIPEING FOREION BOCIES. SUCH AS DUST, LINT, ETC. THE VENT FAN $HALL M IN THE TOP O THE GABIMT AND
TNERPOSTATICALLY CONTROLLED.
B. THE CABINET DOOR SHALL BE PROVICEL BITE THE FOUPYSNO:
•. THE MIN DOOR OFTHE CABINET SMU 'PC"OF A TWO POSITION MP STOP AM SMLL BE SECURED WIT" A CDRBIh
TYPE 2 LACK. THE MIN DOOR SMLL ALSO LONYAlh A POLICE O000 BIT" A CONVENTIOML POLICE LOCK, INSIDE
THE POLICE PANEL THEN SMLL BE A SIGNAL O OFF SWITCH WHICH SHALL PAM1611 AM SIGNAL DISPLAY IN THE
FIELD BUT BILL ALLOW THE CONROL EQUIPMENT Ty OPERATE MEN PLACED 1N THE "OF• POSITION. A 6ECO09
RMTCH SHALL BE THE AUT04LASH SWITCH. MEN PLACED IN Ill "KAW PDS111ON. CONTPOLLEP POMP SMU
REMAIN ON AND CONTROLLER SHALL COP TIRE DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL OEBCRZBED
LATER.
b. THE CANINE? GHALL HAVE A METAL ETCH PRINEF COAT UNDER THE FINISH COA7. THE FINISH FAINT COAT SMU BE
A DURABLE AUMIMIP OF MNIERTDNE 6RAY, DP SIMILAR IN CDLOF. CAPABLE O PREVENTING RUST FOR A NIAIMLN
O FIVE I 'EMS.
P. BST" DOOR:. TRAIN AM POLICE PANEL? SHALL HAVE OE-PIECE btATHEP-PROOF FEDPREHE GASKETS.
SUPPLEMENTAI, SPUTF.CATlOt6 REVID6'IC/65i PAGE A7
B-Y_ 905 FLASKN6 BEMAN CONTROL - DELETE
0-26,16 VEHICULAR SI61NL IEACS IREy Arc 2t1
' VEHCCULAP SIQAi HEACS SHALL HAVE THE LEIS 672ES AS SHOWN ON TOE G36MAL PLANS. VEIICUAF SIGAL HEAL NtLSINO6
SHALL CONSIST OF SEPARATE SECTIOS AID BE CKPAKABLE HYPE FOR VEMYGL MOUNTING. LENS SHALL E GLASS Aft MEET
I,T.E. SPECIFICATIONS FOR LIGM OUTPUT.
9-24,16'21A OPTICµ UN•T6 IRE, OWN, 6ECTIONI
' THE HEAD OPTICAL UNITS WOLL COWGIST OF LENS, REFLECTORS, LAM HOLDERS, AID TRAFFIC SIGNAL LAWS VISIBLE TC THE
TRAFFIC SING CDWrFCLL.ED AT CIETAKIS FROM 10 FEET TC SOO FEET ORDER ALL I1GTT AND TRAFFIC CODITIONS BMW
DEKE FOG. ALL B INCH CD%,RNyMML HEADS SMLL EWLOY 67 OR 66 GATT TRAFFIC SIGNAL OAFS RATED FOP 12C VOLT
OPERATION, 565 MN:1RM INITIAL LINENS, 665 NIkINW INITIAL LSE.6, 90M W. RATED LIFE. 2 7/1S INCH LIGHT CENTER
LENGTH. A-21 BULB. NEDION BASE, CLEAR IN COLOR. TWELVE LIED CONVENTIONAL HEADS SHALL BE FURNISHED 111H 165 GATT
TRAFFIC SIGNAL LAWS RATED FDA 12C VOLT OPERATION, 1750 HIMPLAd INITIAL LUMENS, BOW IA RAT$ LIFE, 2 INCH LIGHT
CENTER LENGTH, P-25 BULB, NWIUP BASE. CLEAR IN COLOR, ALL BULBS EMIL E INSTALLED WITH THE FILAMENT DPER/NS
POINTED UP.
ALL SIGNAL LENSES EMIL E OF THE COLOR, 527E AID SHAPE AS INDICATED ON TIE CDATMCT PLANS AND WECIFICATIOS.
THE UK DESIGN GMLL GIVE AN OUTRARC AK DONyK DISTRIBUTION OF LIGHT WITH A MINING,ABOVE THE MOPI ZONTAL.
THE LEIS EMU E GLASS AM EMIL FIT 11 TO E EOWEN GASKET IRA SUCH A MY TO EIDER THE INTERIOR OF THE LENS
ANC PELEROR EATHEPPfDO AND OUST-71601, THE REFLECTOR EMIL E ONE PIECE. ALIEF. ALWINUM MWFOP;HC TO
I.T.E. STANDARDS. THE OPTICAL WIT EMU E DESIGNED TO PREVENT ANY OBALTIOMBLE REFLECTION OF THE 6W16 RAYS
EVEN AT TOES LF THE DAY WREN THE SUN RAl SPINE DIRECTLY INTO THE LEIS.
6-11 16121E PAINTING SIGNAL HEADS IFOLACENEM SELIWI
SIGNAL HEADS, 11CUDING OUTSIDE OF VISORS ARC RAOK O BACK PLATES EMIL E FINISHED WITH TWO COATS OF
FACTOR-APPLIED TRAFFIC SIGNAL YELLOW BARED ENANEL. THE INSIDE ^F THE VITAS AND FRONT OF BUCK PLATES EMIL E
FINISHED WITH TWO COATS OF FACTOR-APPLIE FLAT BLACK ENAMEL.
6-22 1 (Il POLYGPoOMTE TRAFFIC GIGML HEADS - DELETE
B-QG.1613 1 B INCH POLYCARBOMTE TRAFFIC SIFNAL HEADS - DELETE
6-26.16(31B 12 1KH POLYGRHBORATf TRAFFIC 61GA HEADS - DELETE
9-29.17 SIWL HEAL IOMRIN6 pAGETS AK FITTINM INELACENEM ECTIMI
VEHICLE APO PEDESTRIAN HEAD MOUNTING MIDGAPE SMLL E AS INDICATED ON THE COWTPACT PLANS AND DETAIL SHEETS,
ALL NOUNTIMO HARDWARE SHALL E PAINTED WITH TWO COATS O FACTORY APPLIED TRAFFIC SIGNAL YELLOW BKED ENAMEL.
9-29.18 VEHICLE DETECTOR LRFLACENEM SERIWJ
DETECTORS EMU E USK FOP ACTUATION O TRAFFIC ACTUATED CONTF0LLEFE AND SYSTEM DETECTION OPcRAI:'M. DETECTORS
SHALL E EITHER MGMIOHETER TYPE, INDICTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED /A THE COI MCI.
' S-22.2C PEESTF'M SL%EL IRBLACETEM ECTIDN1
' PEDESTRIAN SIGNAL HEADS EMIL E TK EON GPM TYPE, OR OTHER TYPES AS OSECIFIM 1N THE CONTRACT. THE MACS
SHALL DISPLAY TWO fl'=I WSSAES. •MND- IFOR THE 00 NOT MU REDEI IN PORTLAND ORANGE AND •RAH- (FOE THE GALA
NMI) 1N LLNAR WHITE. THE MESSAE IMILE 6MLL CONSIST OF TWO EON GAS TUBES ENCLOSED IN A HDIEINC RACE O
'9LYGPBDMTE PLASTIC. THE LENS MTTPIAL EMIL E POLYCARSDNATE PLASTIC, HOUSINGS SNAIL N DIE CAST ALUMINW
EMIL E PAINTED WITH TWO CC. - OF FACTOR APPLIED TRAFFIC SIGNAL YELLOW KNOW ENAMEL, THE VISORS SHALL E
-LAP BLACK IN COLOR.
1 SIPPLENEMAL SPECIFICATIONS REV(OB/?C/B51 PAGE AS
9-29.2C(21 NEON GRID TYPE LREPLACEMEMT ECII011
ALL MUCH GRID HEADS SMALL E EUVIPPEC WITH 2-CRATE TYPE VISORS WE OF POLYCARBONM1TE PLASH[ DESIGNED TO
ELIMINATE SUN PIANIOM, THE MESSAGE NODULE SMALL E PROVIDED WITH ELECTRICAL CONTACTS WHICH ADDS DIRECTLY INTO
RECESSED CONTACTS IN THE TRANOFOREP ENCLOSURE MEN THE MODULE IS IN ITS PROPER POSITION, THE ADMEN SLPPLy TD
OPERATE THE MESSAGE MODULE SMALL E 115 VAC WITH THE '"' SYMBOL OPERATING ON A A5 U17 HAX. APO THE 'MWi
SYNBCL OPERATING ON A 38 MATT PAN,
8-25,21 FLASHING EACOM - DELETE
S_29.2A GEPVIDE OAS:NETS IREPUCEMErrt SECTIONI
THE SIGAUSTPEET LIGHTING SERVICE CABINET SMALL E AS INDICATED ON THE CONTRACT PLANS AMC DETAIL SNEET6. ALL
' ELECTRICAL CONDUCTORS, BUSS WARS AMC CONDUCTOR TERMINALS SMALL E COPPER DR BRASS. THE CABINET SMALL E
FAAFICATED FROM GALVANIZED COLD MOLLS SHEET STEEL, WITH 12 SAVCE USE➢ FOP EXTERIOR SMACES AIC /e SAUCE FOP
INTERICR PANELS, COOP MONIES SMALL E THE CONTINUOUS CONCEAL$` PIANO TYPE AM: NO SCREW, RIVETS OR BOLTS SMALL
E VIS:BLE OTSIDE THE ECLCSVRE. Tit CABINET DOOR SMALL E FITTED FOR A EST INTERVAL CK TYRE ;Da. THE
CABINET SMALL HAVE VENTILATION LDLVERS ON THE LOWER AND CAPER SIDES COMPLETE WITH ICACENE, FILTERS AMC PAVE RAIN
TIGHT GASKETS. THE CABIMEI COOP SMALL HAVE A ONE PIECE WEAINER PROOF NEOPRENE GaSXF1.
8-28 T!t] PAINTING IREPLACEMFNT ECTIONI
THE FINISH COAT SMALL E A FACTORY BARED ON ENAMEL LIGHT GAMEY IN COLOR. THE GALVANIZED SURFACE SMALL E ETCHED
BEFORE THE WED ON ENAMEL IG APPL:EO. THE INTERIOR SMALL E GIVEN A FINISH COAT OF EXTCRIOR GRACE OF WHITE
METAL ENMNEL.
8-28 2l12) ELCTRIGL CJKV:T BREAD NE AMC CCNTAC70P5 1RBLAG_MENT SECTIONAL
TIE ELECTRICAL CIRCUIT BREAKERS APO CONTACTORS SMALL E AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS.
THE FOLLOWING EOLIRENT SMALL E FEATURED WITHIN THE CABINET[
t 1. NMI, Circuit Braaar
2, Brsneh circuit OnMen
3. Utility PL4 OK volt-20 AMP rated) G,F.1. TYPE
!. Lynt control tot $.Itch (120 volt-15 am)
5. Cortector rate, for each circuit
S. Doabu Pale branch braae.r IA) for t!GNtmp circuit, 12W wtt]
T. One 12C rc Lt, 20 -at, single Pole brsnch breaker Ifor uti Uty Plvp,. B. Type 3-eirgte p"at
12O/240 vas Mt grounded n..trst 6e111c.
S. Or* 120 .It !D of aing;e It. bench breaker (signal yard ce)
to. C W. atv p,Pvlalona for 16 braaker potes
11, NOW Plats Pyanoac buck with aNlta engraving ea qpt ch. yarn breaker eW[h shall be red ....
.nits Lettering, Alt n.ya pt.tst ahetL be attached by U.S. screa,.
12. Rateh base section, are wneca.asry
B-T8.25 AIPLIFS ER. TFYIN6DIMEF AIO TfiVIML CAgl METE (REPUCEMEM 6ER IONI
THE POLE MOUNIED TERMINAL BOL SMALL E MADE OF MOLDED FIBERGLASS. E GREY IN COLOR, SE APPROXIMATELY to' XIGH
B' WIDE A !' DEEP APO HAVE A MINIMLP OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE BOX SMALL E WEATHEP I:GNT,
HAVE A SINGLE CODA WITH CONTIKOU6 HIKE ON ONE SIDE AND SCREW HOLD DOWNS ON THE DCOp LOCKING SIDE. ALL
HMIOME WILL E STAINLESS STEEL.
P70 1A DUCTILE UPON PIPE IPAIIT UAL RE➢UCEMEM ECT MOM'
PARAGRAPH 11 REPLACE 'CLASS 53 and CLASS 50' WITH 'CUSS 52"
'PLEMEMAL SPECIFICATIONS REVTOG'1O/65j PAS AS
' 9-3C.3A GATE VALVES PARTIAL PEpUCEMENT SECTION]
REPLACE PARAGRAPH 1 ITN,
VALVES SMLL BE DESIGNED FOP A MINIMUM WATER OPERATING PRESSURE OF 200 PSI, GATE VALVES SHALL BE
TOM LIS 14, WALLER CONFANY M. A23SO, PACIFIC STATES, U.S. NETRmDLITAN, KENNEDV. OR M,l.
APPROVAL G VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING.
ALL GATE VALVES LESS THAN 12• IN DiMETE SHALL INCLUDE AN B" A 24• CAST IRON GATE VALVE " AND
EXTENSIONS, AS REQUIRED. ALL 12' DIAMETER A LARGER GATE VALVES SHALL E INSTALLED IN A VAL LT,
SEE WATER STANDARD DETAIL FOR 12- GTE VALVE :.: MBLT VAULT AND 1• BYPASS INSTALLATION
5-30.3E VALVE NAMER POSTS (PARTIAL PEPLACEMENT SECTION]
REPLACE PARAGRAPH 1 WITH:
VALYF KAMER PoST$ SHALL BE INSTALLED AT THE LISCRE71ON OF THE CITY IN THOSE UNPAVED AREA= NNIERE THE
TOP OF 7A' VALVE BOc CDLLD BE COVERS, BY NEEDS, SN/41BS, WART. OR OTHER HATERIALS, THE VALVE MMtERS
SHALL BE F,.BRICATED AID INSTALLED IN CONFORIANCE WITH THE STANDARD DWAWINE,
9-30.5 RIDRANTS IF"LACEENT SECTIDNI
FIRE IMDWANITS SMLL E low, DF APPROVED EQUAL. APPROVAL MUSE BE OBTAINED PRIOR TO BID OPENINS.
' 8 30.5A END CONNECTIONS [REPLACEMENT SECTION]
N/DRANTE SHALL BE CONETRQCTED WITH MECMNICAL JOINT CONNECTION UNLESS OTNE,IPNISE SPECIFIED IS BID PROPOSAL
' DESK*.-TIDN.
0.30,58 HVERANT OIKENSIEMG ]PARIIAL P®UC-MEN� 1O CTI NA
' REPLACE PARAGRAPH 1 WITH,
FIRE NMDRANT6 SHALL E COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AMA C-Su-BC WITH A 6
INCH INLET APO A M,V.O. OF 5 INCHES, TWO 2 1/2 INCH NOSE NOZZLES WITH NTICVAL STANDARD T 1,12
' TREADS PEA INCH AM ONE ♦ INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, BC
DEGREES V, TREADS. O.D. THREAD 4.075 AID RDCT DIAMETER 4,8263. 1-1/4• PENTAGON OPEMIING NLT OPENED
OV TURNING COUNTER CLOCKNISE (LEFT),
FIRE HYDRANTS SHALL E ION OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TC BID LI NING.
B-30.7BI1) FOUNDATION MTERIAL CLASS A AW-CLASS (PARTIAL REPLACEMENT ELTION]
' PARAS.UPH 1. REPLACE 1ST EMTEICE WITH,
FOUNCATION MATERIAL CUSS A ANC CLASS B SMLL E CRUSHED GRANULAR MATERIAL AOD SHALL CONFORM TO THE
' FOLLOWING GRADATIONS WEN T;GTED IN ACCORDANCE WITH AS114 D422.
B-3C.7(B]2 FOUNDATION HATERIAL C - DELETE
T
SUPPLEMENTAL SPECIFICATIONS REV10S/1C/B5;
GAGE 50
' SPECIAL PROVISIONS
1
CITY DF RENIOM
1885 CM SMA TPUM REPLACEMEKY
S. TOP IN 5T„ LIGAN AYE. S. TO SFATTIICt AVF. 6,
6NATT" AVE- 6. ENTE1DED. S. TOBIN 61. TO S. 2M0 57.
SETTER PROJECT NO. 6 - 30
SPECIAL PpgVISIDW
1-00.-i__Fr ecuti / Y k 15up WM Vy 6ECTIOM7
The coitreatar shod begin, a. the first *roar or tors, the Inaolhtfae a,d Consolation of the ewer line froa
South 2M Street to South Tobin Street, 41Cludtng elan -wills, tithe, testing, and tD"Leto rataratlon.
1-{,8.5 T - of CospLe ion SLPPLENENTAL 6ECTION,1
It is ff .r%isL and eandatory that the Ponbattor wWL'i. tM IP.tattatfen of that Portion of the contr.ct
boasen South the Street and South Tobin Street by August 31, 1885,
1-0B•8 Liould d D at 6UPP EIEMTAL SECTION)
For failure to con tote this M rtton Of the Contract by August 2I, IBM, thou •itt be s one thensond d ll ,
1 at,DD.DD) per Calardar day pennity charged beg inn f,p 6epteab sr 1, 1886, until auto t1N ff this tb rk is
this section,lan,Chip Ste. reff index of the contract shall falloe the sNnde gff ra liquids%" dosa ochedule ail at forth in
2-02 sew t -
g( t - -nd post ructions I . _ EMENf Aj. SECT IONJ
Rewvol and disposal of the existing asnitsry offer pipe and ",holes sMtl be considered lncidanat to the
Project end no additional Pa Yant shall be seda.
- 7 2 Matsrto Le I6tPPLEMcuTAI SECTION
EacePt there shoan an LM Plans or bid III ocu.onto It Plpe atoll be Puf or Ductile Iran.
rP.Y.L. P1PEt
P.Y.L. ."or pipe shall canfore tc A.B,T.M. 13034 except a otheraisa provided. Rubber gaskets for
' P.V.C. pipe shalt Orf... to A.6.T.M, Ote65,
Fittings shell be of the raw a terial and class ff -he pipe,
ALL s.tavation, "racing of pips, end beckffliing shall be done in occordence eith Site of Menhington
safety standards for ConvEl.ctian (fork. Pert C of the lots.% edition.
' TO insure a eet"t'ght connection bnttaen P,V.C, PIP, and concrete sanhetos, coupling, or a rubber
Hog corresponding to a weer Hr% shell be used unless othar.ise %Pacified.
' The unit price Per lines, foot shalt constitute co"Lots cowansatian for all labor, ester lot,
fittings, tool., and oquipeMt nKffsory for Its installation; fnclud fog "collation. bedding.beckfilNnp, ptoeing of Pip., ord NCherieelly tauping the beckfill aitar9.L, too further
COwenfftlon till be Made.
' 7-17.31tIA Sees r T.Nch jFIPpLEMEMA SECT
$YE IMLt To (Logan Avg th. 1n•tatlracts of the sewer Nln and stubs In 6 Tobin Street between hettuck Ave 6
,n0 Logan Ay 6, Ou contracts, Mel, rebel the MI attrig spn.lt Contrab pwreynt enC reDw.1 [ewe
•[fast a/Leo eewfr lor.ib- ion In µcan mu eltf this Plans and these you t/ICatlan,. It shall be
the tncction. reap onsibe lily LC Maintain a drireDia surface for vehicular tT�*f/Ic during the elver
discretion
of he la NT Ds ectOelpltehed Or the YN O/ ['ushed rock or Cold Ma asphalt at the
dlec ntib of Ma -41106 r, All Costs -Iloclrtad It, N1ntalning the road.•, Shell be ....,.eras
incidental to the prpJ µt and 10 /Yrther [OaPMes[IOn *halt be Made.
' All p.veynt restoration *Sat Of Logan Ave S. Including the concrete and Lover Ara 6 *halt t Pave"nt e1M 1n tna int...action
Of S TOE,n at en ibex to the sections &WP T- PEMCh arm, TREt6N PAVEar
In Mete pec lfl proH.toos• M pa if
HIko
' ¢OIL AIU/OP 6U¢6UiFACE CDeC[T3016t
TM OIddB ,toll y:• Ma own dec lelons *no conclusions as to the netYrs of the Nterists to be
avoar,tas, the difficult,*, of waking end se intelM no, reaulred excavation•,
the difficulties which
NY Brien ( . aYDnalaYfrs, ca conditioner and Or .Oing any Other nark Affected effected by the subsurface
Conditions ltlom A emlm, a ecro
apt full respenatbl(1t,.
' To assist the bidder In d.terafning the subsurface cpndtUons far the project, a cony of test
enalyls fa fnct'OW 1n these peclfic4tion.. Eetr* cepenastlOn 1
conditions to boring
' et NY D. Sort bun[bras. • II not De wed, for any astafee
%—MVAL-QF--MJVATE PImPEPTIESt
plbtal and rpl.uynt of to property
owner's
.nail be Ma.Ignas as the contractor,. ru onsib"
restore Private D my ass• re proper[, osner's astfsfectipn. This i
v ItY to
rplayynt, Out. ontY rla tontion Of a ietln facilities.
till i • • not to be coneitlarld N nos restoration uu*ed bynecessityg • t ea, in Caas 0/ daYge DY contractor Or
Of rob Y11.
6ucn removal arm, r,psgynt •ns(1 be coneld eras
Mode. Incidental to the project wood no cop eneetion ell, be
tTP&/Ch PAVEN`Er(f,p�T NGt
Trench pave
ynt Pe«Mog atoll be done In eccoroenos rtth section 5-0A and 5-05 of the standeM
6pec11f gtloN,
Trench pat-ynt Patching anal: be considered incidental to the PmJect on S Tobin Street fras 6nettuck
Ave 6 to Logan Ave S, and no further cobena.tion ahw(I be a.de. Tne Pat-Next patching on tn0
' Surfacing
of the proJ Sct welt be Paid for under Did ltewa Lpblt GOnc r,t.', pav ion. arm, "Groaned
bur/,clop TOP GOYrte•, Der Tan.
t COICPSlE CUAg AGUTTEP pEpIlCCMEMt
Inver• necessltwtas by the Installation
en
w portion of the asietl on a• uttar,e tube the contractor Shall aewcYt, rob ve and r,p(."
The die rig Concrete cu ro, g sidewalk g drires•YI ea S Ylr
' poNl 01 .,Plus N[e,4 al a,od 'wen till and • a as'
tSave"is drlreNy shell DI ccowider ."late Mot of f.end rnL urtD and gutter and Or
eb1 ed Inc idan t,l t0 Mf DrOJ att and n0 further Cpp Sava*Llpn eA*11 be
t Th. danetruCtlOn Of Concrete Cu,C• { gL[tfrar 01d N as
elk Or dr,Yey, shall be to McONence wltf the
�AOpT IXG AT OHt
StandardtlaStandardSpµf/Iq Uona. Ib [unew Urp under the cu ro, putter, sidewalk A driveway all, be 1tto.,i.
' Hewn on
be the plane the contactor -bell reed re in. ex4tfng ..,he,, D•rews pew S Tas In Stores,De bean the
Ave 6 and Logan Ave S
6-385 6C ec'. PrptlalOne
Peg. 2
' N9av E)tfflwTtoMlCmrtluumlt
Ibedeey escavetion Shall be In accordento with Section 2-03 of the Standard Specifications God Shatl
Include Sit eecaretion, 61aP0..1 of aurp Wf a" uhault&b L. mtoriaL and oil other eare required w
eccerate the Modest to atlpradc.
tThe unit price per .Were yerd for itsdwy Secave;ion Shalt be full domeneetlon for all labor,
maitpea rt and lncldartaL Coots nac.ewry for rokii Mt Oeti" to "Corti with these
' specification. and no further Coss anwtion ahsl, be wd..
CDWML OF WIFR,
Before dWmatering the Contractor shall submit to true Engineer a statwnt of the "t od. Installation
and details of the itMterlrg eysto. he propose. to oso.
ALI Gore rwulrad far dwataring &halt be conald.•ed Incidwtsl to the p,.,act end no additional
' peyaert Shall be Wed..
CIPWL OF SURPLUS PIATEP16j f
' The Conttwtcr shall nave the ..Spohaibitity of obtaining his can wets site. All Wore Included in
this *action Malt be CM.iderw to be Incldent.l to Other times of wC and no further COmpsnwNon
.III b. cede.
' Tnn route taken to the Waste alts shall be mintainell .Dist, by the Cont-ector In a mnnn 6a
described belwl
The Contractor shell be ,pool red to Obtain & fill pe1.11 prior to dspwlting on, wt.rbl at the .eats
it.. A copy of the fill P.t.it Shed be provided to the City of Nentun Public Vol" G.pertwnt prior
to cc.eencirg w re.
' 7-77.7 P PIPE BEBpJ NG 161.PPlE1EMfAL SECT I6M1
Pipe bedding wterlll for PW PIPS shall be placed to a doom of 6" below the bo,,O. of the pip. end ertan'Ing
1 up to {6" Oliva the croon of the pipe in 6 Tobin Street, Irw Shattuck Air. 6 to Loper Air. B. Gnr.i for pipe
padding shalt be S" .Dora croon on all other pipes.
' 61. IE"I inch.. of bedding steriel .hall be reoufred under all &war pipe. Bedding wlerlal ShoLL be the wm
wtari.l .s described in the,. Special provisions.
The hand-placed padding around I'S pipe and to . point 6" och.. GOoee crwn shall be foot-towed until is
unyielding. The rewlning bKYfill *hall be moronically tamed .'in hand-oporsted wchanlcal or pwuwtic
towers, to 06f it...Ity.
' Gravel for pipe padding .halt be coneld.red Incident&{ to the pipe and nn further cowwootlpn .,it be Wade.
?--!Z•31p1A sure.. Line aria Ghada (6lP%.MNTAL 6tCTIGMl
' �16fRIL7I0M GTAk 1MGt
This *taking atoll conalst of performinp sit necessary surveying for schedule Kg.
' The Lw Sue unit price for con&tructlon taking .fit be full cdispensation for .11 surveying .wiled to
censtrvct the laprovewnts to tine and Grad. per era approved plan.. Partial p.ywnts for thla Itw
milt be "do in CpnnKtlon With the earthly pa, eatiwte. boom upon Gork cp.pl.t&d as datemirw by
the Engineer.
6-3B9 Spacial Provisions Pape 3
�-17,31P1N 6l0 6 r Lonnectlona ISLCPI NEMAL--�_ 6ECTIDNI
TEEWSTUB51
Ton .nett be inat.11.d Men Haul rod to int.rcaPt otatIN MIMI stub., The Contractor shall be
recu.r.d to mm'. the ulating 'Aor atop to the right-of-,a) line ha.n and Install a n@, 6' •
. on theplan, or a. directed by Ina Engine@r, :up ener
' The unit bid Price par Mth Tea shall be cdep lat. coapenotlon for all labor, laterlal,
@wlieent necaaeary for COMyl.to Insteltatien. tilt Inge and
' To. unit bld poll, per L.F. for B' aoer pip. shall be cd,pUb co.Penaetion for It labor, oterL le,
fitting. end awipeant naca.sary Tor coeplete Intallationl including Hurst ton, pwdtnp, patNf.11.
Owing PIP@. Including connection to 0-1etin0 alit@ &Moro r.wovel aM replace not of conc.ats turps,
' path rs. drl raop. and sidselk. No tunneling under th. Corp.. gutters, .Ida,alk cr Qr1...... ..11
be at loeb.
)ACTION 7-7I S PAYNEM ISL _
PAYtEM EDP PIPE IWTALLJL S1MLL BE MADE (IN THE FOLLOWING SCHEDULE DNLYr
' CDMITION OF PIPE INSTALLED PEICEM Vf BIO pprrc d..n
PIPE INSTALLED AM NDT TESTED,
BD.DS
' PIPE INSTALLED AM TESTED,
00.0%
PIPE INSTALLED, TESTED. TIE-IM
AM SERVICES INSTALLED AM CLEA -
' LIP CWLETFi.. 10f,pi
' 6-BBB SPAtisI Provisions
Page 4
1
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i STANDARD DRAWINGS
1
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hn 1 N N LN
1 = ::- - V •ltnpy'..I .ub. W1, I.N x LN
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to
e.n wnap 5/18/84 SUMMARY: BORING NO. 1 A r z.
ate..,. PP o 21.5
d• O` p`�•`•pO �} e d 0.0 ........... ...... . ..............I.........................«.....
xacu.nw
0 arw« wasrw.e cprsn.erc.
4" asphalt layer
1 GRAVEL d COBBLES (Fill); trace silt moist very IA 3 dense
2 SANDY SILT; mottled brown d gray. ML moist soft
some gravel
grades to gray; trace gravel wet very
0 soft
2A I
0 11 GRAVELLY SAND; gray-brown, fine to SW wet I dense
coarse, tra.:e silt
.8
3A 17 grades to gray
5 26
6 SAND; dark gray, fine to medium, SP wet loose
4A 3 trace silt, thinly bedded with
�D 5A 4 5 clayey silt layers
Piezometer installed to depth 20.0'
with 1.8' slotted tip at bottom,
b ackfilled with pea gravel to 4.0' ,
{� bentonite seal placed to 2.0' ,
■� backfilled to surface with pea
gravel and cast iron monument
installed.
Survey Station 1+50
. ,•........... .....
..a.. � w �' r.n...,e. ..wuw.........
PROPOSED TOB1N STREET SEWER INTERCEPTOR �'°"""°w_—
for The City of Renton 84-5170
Dy.n°wo
Converse Consultants .na applM1O admc~ i
D...Ift"D 5118/84 SUMMARY BORING NO. 2 c.cvnror APproz. 30.0
w+ `+O ,,r, `4 I +y .e r •n.w ..,.m r.Nvm w..wma'w'✓.nN-s....gn
01 ,r b'`O`a p• Ddo` dip .......,...
* a` J t o' .c'. d w.w•,o. a...o. rorcvD.. cons.s.c.
0 1 aspnaltt7ayer
GRAVELLY SAND (Fill); gray-brown, SW moist loose
1 fine to coarse, trace silt
IA 2 SANDY SILT; mottled brown b gray, SM/ moist soft
5 5 fine, occasional lerse of �ML
organics and sand
1
2A 2 grades to dark gray wet soft
10 j
-- 5/21/84
3 SAND; dark gray, fire to medium, SP wet loose
4 4 trace silt
j3A5 J 3
SILT; gray, some fine sand, with SM/ wet soft
2 laminations of Deat, thinly bedded ML
4A 4 with fine to medium sand
SSA ` -
PiezOmeter installed to depth 20.0'
with 1.8' slotted tip at bottom,
backfilled with pea gravel to 4.0' ,
bentonite seal placed to 2.0' ,
backfilled with to surface with peak
gavel and cast iron monument
installed.
( Survey Station 0+10. 65' South
i
'D ]'O.O 1 rn •n..n.i.r [ 1-t..,O D .. ..f DY, ".-.r,Mw\ ..w.MYlwn D..MNr tiw.w,..N
D l-. ,�O D qm Dn•a uyMr . . qu w r rN.gg1 D•IY..ry..t.IN,r4.I- Nr.uwq
PROPOSED TOBIN STREET SEWER INTERCEPTOR '•D '"�y
1 for The City of Renton 84-5170
P..ME wo
Converse Consultants nkaEnpn«My
poiwa acU.wN
IMIN
NOTE
I DUMMY JOINTS OF NOT LES' THAN }/IS TMICRNESS SMALL BE OF THE
SAME DIMENSIONS AS THE CURB IS GUTTER EXCEPT THAT IT SMALL
EXTEND ONLY 2-V4" INTO GUTTER SECTION
2. SEE FITY OF RENTON STANCARO DETAIL FOR DEPRESSED DRIVEWAY
CURB IN GUTTER- TYPE D.
1 FORM] SHALL BE TRUE TO LINE B GRAOE AND SECURELY STARED
THE ["RADIUS ON UPPER FACE OF CURB MAY BE FORMED BY EDGER DR
BUILT INTO FACE FORM I RAD'US ON LOWER FACE OF CURB WILL
BE FORMED BY THE FACE FORM.
�ttta ;
b /
N
• •CEMENT CONCRETE'
MSS B (S/A)
JOIN
DUMMY JOINTS SMALL BE PLACED NOT TO EXCEE- CIC NOR LESS THAN 10'C/C THRU JOINTS SHALL BE PLACED
ONLY AT POINTS OF TANGENCY ON STREETS,ALLEY AND DRIVEWAY RETURNS ALL JOINTS SMALL BE CLEAN
AND IN THE GUTTER SECTION THEY SMALL BE EDGED.
FORMS
SMALL BE STEEL FOR STRAIGHT SECTIONS IS WOOD FOR CURVED SECTIONS
1/2"R
1 IR
-N 6 V2 .. v2'R �..-
I R
SMALL
L CEMENT CONCRETE CLASS —�
AIR ENTRAINED
CONCR
Fg RTLANO CEMENT CONCRETE
PROCEDURES FOR FURTHER REQUIREMENTS FOR FORMS, FORM SETTINGS PLACINGtK, SMING AND CITY OF R E N T O N
CURING SHALL BE AS OUTLINED IN TME: YFN,ATIONS, PI«.NTNINT OF PUILlt WORKS
CEMENT CONCRETE CURB
9 GUTT ' TYPE"A"
....,.. .. •-R-AS� NONE
rnl.a--
...
,• A
i
o� A
H
PLAN o_
NTS
.A -
eO
' e
GENERAL NOTES
IB" SECTION A-A
,)DINTS OUMM�JOINTS SHALL OE RACED NOT TO NTS
EXCEED 15'C/C NOR LESS THAN IO'C/C
CONCRETE CONCRETE SHALL SE CLASS
9M(E3/4)
(ONFORMNGETO SECTION 6-OY.SNT CONCRETE
CITY OF RENTON
PROCEDURES ALL wT SHIM LE C ACCORDANCE Y.FA.TMX.T OF FJOLIC w
w1TN THEE FLANS d SPECIFICATION OR O..,
AS DIRECTED /rTHEENGINEER STANDARD DEPRESSED DRIVEWAY
CURB B GUTTER - TYPE D
e«em_ L Kul NONE
MMfG
AL— RNATFf
PIOiE
I WHERE DRIVEWAY EXCEED, 16-!II
P. WIDTH A 2"DUMMY JOINT SMALL BE
PLACED LONGITUDINALLY ALONG E
P
/ EXPANSION JOINT
SLOPE 6'1
(TYPI/
i 4
�IrP I•
i
♦�
'i -EXPANSION JOINT (TYP)
e{
J s See City of Renton' Standard VAR. v4R.
Detail For Depressed Driveway EXPANSION JOINT
�pP Curb 9 Gulter-Type D
10°10 MAX.SLOPE
SECTION 4-A
EXPANSION JOINT
I, 4 ALTERNATE 2
rR. !
to
/a, ' EXPANSION JOINT(TYP)
i
,GENERAL NOTES
N,
JOINTS Ja1nN Mall be Pieced m ohm,,
or ae eirectee by It,Engineer CITY OF R E N T O N
CRETE DUPANYMENT or Pun.Ic Wowed
Cancnq eNal!be Cl.0 D(3p)
Air OU10inee Ponlane ecment eonpae STANDARD-
ROCEDURES AO Mme Mteu be In ecconeange .Hp tr, CEMENT CONC. DRIVEWAY
Plate one 11CYRafiane I'll 111,11d br M4ewe e•.�A'I6-8S .�rre
IDe Engineer, w•
cwcve__ ec MORE _
•.�+ovee epee. I v_ I
' CEM CONIC CURB 8 GUTTER
' 'A EXPANSION
MATERIAL
I rR MAT ERIAL
In %4 EXPANSION HATER AL I/4 R AT JOINTS
' 1/4 R AT JOINTS IN
SCORE LINES TO BE RADIAL
TO CURB 8 GUTTER W 1t
' 1/2 X 4" EXPANSION MATERIAL
I/C R AT JOINTS ;
` I SCORE LINES^ _
■■ e - e
W`. WIDTH OF SIDEWALK
1/2"X 4' EXPANSION MATERIAL \
1/4"R AT JOINTS 12"%I EXPANSION MATERIAL
1/4"Al AT JOINTS
FT SLOPE
lR�%3MATERIAL1/4"/FT SLOPE
' EXPANSION MATERIAL I/2� R�1!["R CURB RETURN ONLY F'
I/2" R
_ PAVEMENT AS PER PLANS
4 T v4JEMENT 45 PF9 PLAN$ }
6
STs.cAo1 CEM CONIC CURB B 4 RN WAv STANDARD CEM CONIC CURB 8 GUTTER
GOTTEN
SECTION A- A SECTION B-8
GENERAL NOTES
WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB B GUTTER, THE JOINT SHALL BE A
'0.0 JOINT EXPANSION MATERIAL SHALL BE PLACED AT ALL PT S 8 P^'S OF ALL CURB
RETURNS, AND IT SHALL BE PLACED AT EVERY THIRD SIDEWALK PANS_
' THE CONCRETE MIX FOR SIDEWALKS SHAI - CONFORM TO THE REQUIREMENTS OF CLASS B(3/4)
' CITY OF RENTON
ORPARTMe NT OF OWILIC WO..l
TYPICAL SIDEWALK
DETAIL
14nAR__ ea14'14-C4
YA ri4 M
6nRCtiC Kut r.W�wnn�rrK_
MRO�tO-- Rn4n_—�EL�
t
' Pngc ^_OB Stnndnid Drawing:
A).xNIT (ONurTf 00 1.,UFIOUf Cut sXAu a rt•n uI ••ro IN
(nNl NIL NvtA(lllLxr Well
CLiIAILx1 LINES At DIlL(Lto.
Y[NOVI LOOSUro AS,--LT IS." gnIULVY 04csfi(
In lilNi LOx[11[i( SAY(w{IH
1•ILIIX1 ASIMAIi /lY(FIYt
�CON/A(TIO cAll)Nt0 AOCR
1,11 Me. (. VN14 0414.[0
— fr IN( [N91N([A
WSi'YC NIGIO NE(
' l n
A..
IOF[IClu 1Nt NtM OACYrlt1
AtTIAPAf [ A '
PANNl1 CO PAVIA ON OItACEIROi IVr SMN\1 [( Y(fi1C\l
PLANT IN NIf UV(N[N1 NV IA tLF[Pl /PNO IN Si NA1LMi L1Ni1
r Pi(X N rMICNYCSS D[ Ca15I1Ni J NS UI N[(I10
N AP YI xf Nt ALVf Y'
Gtic Ylix IYCUM TI( ANY[x[Xt [VT 1(• Ix [YISilN4 40N<i[il
j lOAYC MCNr
(LI)11x4 41fMAU
♦AVIFI Nt
[i l)IINi "fi't LAS[ j Vx(Yf W. DI API(F IE
tf SS 1MPN L•
// Ne"Menus
VNn, 111tN [) Y• DA/ CRUSHED ROCK
FOA[ Ix VIOTN
t0F04E110 11f•tM IA(UILL
I'll, Mr(F(Nl Vl lx ASIMAIi� -CININI L011I A(tt rAYSxiV1-
COY[ltll GVA[A U. A I. T C N N A 1 [ 0 `
cYA1CPl IAICN 10N AIL10 IPYI NfxI
1 PLI NALI (IN[A(11
ASOMALI CONC1(TI ON IITUNIFOUE` [L111�FG
r LANT MIX REILACIM(XT PAT CY \\\ p. FIM r-SVlf 1(I
1.r.`NIA \i1
[AISIIMG OIL MAt 1 `-'fIISTIMC PASS
1 A..
cie"[AIRus � _-(OMMtt{D 1it4CN 94Ctf111
CRUSHED ROCK
IYSICA \ 1P1 ( N f0l [ llalll [ IAY [ F ( Nt
it"IAlt NOif. 00 %At SCSI(
(OPQUV FIN SMALL Sl CLASS {.5111VE1x.LS-
01 GLASO sit-I 12) v111tNfYn Is sPUIn IA. CITY OF RENTON
i ATIf NT
"(CNf"7 tOFtlf Y[ tt NS ( 1, 10% SW .w YAi(N"
,Il (Ullt 'A". Povemenl Poiching
'ASIFALT (ON"SIR CLASS '1' NON YIYFYC NI IA SW%
It. 10x
"i11 UxINOV1 PLANT NIY 100 PAVEMENT PAt(N"•
ICa 10V
' Stondord Plan No 18
R/W
I
i
---
.�J � l'M/N.
C4P
EXIST 6"SEWER STUB EXIST SIDE SEWER
X/ST B"SAN.SEWER (REMOVE TO R/W) --
(REMOVE)
_------ 6"X4„REDUCER
t ---6 W✓E
--I/B OR l/IB BEND
AS REQUIRED
t
PROPOSED B"SEWER STUB
15"X6" TEE
' `-- PROPOSED 15" SEWER MA/N
TYPICAL STUB CONNECTION
1 CITY OF R E N T O N
'a nrrcw* or II.LIC wonas
7Y�/GAL SAVO CoNNr.GriON -
uncvao-_ 0�2 oavcaao._�` acua_—_ _
.waona--__—,—___ I•«ao—tor f._
f • � V+11 Ml w . ��- n I
mour
CLEA
J
PLAN
1 lil DROP STRUCTURE r.[w.rf„f Y. 1,�__f •..
r�.r.••o...n P
. .. V'H 11 f ir•MY•' �.
1 SAFETY STEP LADDER
-
5
MANHOLE
SHOP E 4'-0" DEEP
1 LSS THAN
�yy�pn[ owt BE DN
[;NI i wrt
e
w c'e•.c
I K -
[ "- Cp[•CPETF FM rSl Yf+'
1 PIPE BEODING CLASSES
STANDARD MANHOLE
MINIMUM 4"0" DEEP s_
1 SEWER STANDARD DETAIL
1 CITY OF RENTON gtartrpev.'��
DEPARTMENT OF PUBLIC